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04-06-2026 Planning Commission Packet
Council Chambers, Fairhope Municipal Complex, 161 N Section St For more information, please visit: fairhopeal.gov/departments/planning-and-zoning Sherry Sullivan Mayor Council Members Andrea F. Booth Jack Burrell, ACMO Jimmy Conyers Joshua N. Gammon Jay Robinson Lisa A. Hanks, MMC City Clerk Kimberly Creech City Treasurer Fairhope Planning Commission Agenda April 6, 2026 – 5:00 PM 1. CALL TO ORDER Lee Turner, Chairman Paul Fontenot Rebecca Bryant, Vice Chairman Kim McCormick Hunter Simmons, Secretary (interim) John Worsham Harry Kohler Erik Cortinas Hollie MacKellar Jimmy Conyers (CC) (CC) City Council Representative 2. CONSENT AGENDA • Approval of Minutes – March 2, 2026 • Appointment of Planning Commission Secretary • UR 26.01 Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of 4,767± LF of fiber cable at 401 Oak Avenue. • UR 26.02 Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of 10,863± LF of fiber cable at 167 Ettle Street. • UR 26.03 Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of 27,968± LF of fiber cable at 818 Fairhope Avenue. • UR 26.04 Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of 11,686± LF of fiber cable at 19362 County Road 13. 3. REGULAR AGENDA OLD BUSINESS None NEW BUSINESS A. ZC 26.01 Discussion regarding proposed amendments to the City of Fairhope Zoning Ordinance concerning building height. The City of Fairhope Planning and Zoning Department advises that this item be considered for discussion only and recommends the Planning Commission continue discussion of the proposed amendment for further study. Council Chambers, Fairhope Municipal Complex, 161 N Section St For more information, please visit: fairhopeal.gov/departments/planning-and-zoning Sherry Sullivan Mayor Council Members Andrea F. Booth Jack Burrell, ACMO Jimmy Conyers Joshua N. Gammon Jay Robinson Lisa A. Hanks, MMC City Clerk Kimberly Creech City Treasurer B. SD 26.07 Public hearing to consider the request of the Applicant, Geographic Consulting, LLC, on behalf of the Owner, Ross Wilson, for Preliminary Plat approval of 150 N Section, a 3-unit Multiple Occupancy Project on property zoned B-2, General Business District. The property is located at 150 North Section Street and is 0.18± acres. PPIN #: 15235 C. SD 26.09 Public hearing to consider the request of the Applicant, SE Civil, LLC, on behalf of the Owner, FST RW, LLC, for Preliminary and Final Plat approval of Vatan Mixed Use Development, a 9-unit Multiple Occupancy Project on property zoned B-2, General Business District. The property is located at 301 Magnolia Avenue and is 0.5± acres. PPIN #: 15164 D. SD 26.10 Public hearing to consider the request of the Applicant, SE Civil, LLC, on behalf of the Owner, Millrose Properties Alabama LLC, for Final Plat approval of Greenfields, an 81-lot Major Subdivision on property zoned R- 2, Medium Density Single-Family Residential District. The property is located on the east side of County Road 13, north of County Road 32 and is 39.9± acres. PPIN #: 55265, 41079 E. SD 26.11 Public hearing to consider the request of the Applicant, Arthur Johnson, on behalf of the Owner, Bonnie Baker, for Preliminary Plat approval of Stonevale, a 16-lot Major Subdivision on property zoned R-1, Low Density Single-Family Residential District. The property is located on the west side of Highway 181, south of Windmill Road and is 9.83± acres. PPIN #: 15456 F. Resolution 2026-02 Public hearing to consider the request of the City of Fairhope’s Planning and Zoning Department to accept Resolution 2026-02 adopting the temporary suspension of consideration of certain residential multiple occupancy project and subdivision applications under the City of Fairhope Subdivision Regulations as set forth in Ordinance 1859. 4. ADJOURN This digital package has been condensed for size and some documents may not contain all the original pages. All submittals were reviewed in full by staff in preparation for the reports prepared for the Planning Commission. Fairhope Planning Commission Minutes March 2, 2026 – 5:00 PM Fairhope Planning Commission Minutes – March 2, 2026 1 ADMINISTRATIVE The Planning Commission met Monday, March 2, 2026, at 5:00 PM at the City Municipal Complex, 161 N. Section Street in the Council Chambers. Present: (CC) City Council Representative Staff: Hunter Simmons, Planning and Zoning Director; Mike Jeffries, Development Services Manager; Payton Rogers, Planning and Zoning Manager; Michelle Melton-Null, City Planner; Chris Williams, City Attorney and Janine Saykes, Code Enforcement. Chairman Turner called the meeting to order at 5:02 PM. CONSENT AGENDA • Approval of the Minutes – February 2, 2026 Rebecca Bryant stated that there was a correction needed to remove the second paragraph under New Business, item C from the minutes. Rebecca Bryant made a motion to approve the minutes. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; Harry Kohler; Paul Fontenot, Erik Cortinas, John Worsham, Hollie MacKellar and Kim McCormick NAY: None ABSTAIN: None • Hunter Simmons addressed the Committee Members and public attendees regarding the updates being made to the city website and explained how to navigate the Planning Commission meetings and agenda. Fairhope Planning Commission Minutes – March 2, 2026 2 OLD BUSINESS A. SR 25.09 Request of the Applicant, HFA-AE LTD, on behalf of the Owner, Brew Horizons LLC, for Site Plan Approval of 7 Brew Fairhope. The property is zoned B-2, General Business District. The property is located on Lot 5 of Planters Pointe on the northwest corner of State Highway 181 and State Highway 104 and is 1.01± acres. PPIN #: 626310 Payton Rogers, Planning and Zoning Manager, presented the request of the Applicant, HFA-AE LTD, on behalf of the Owner, Brew Horizons LLC, for Site Plan Approval of 7 Brew Fairhope. Payton Rogers shared the zoning map, aerial map, proposed Site Plan and elevations. He stated that the signage has not been finalized yet and will be reviewed at the time of submitting a sign permit. Payton Rogers stated that the site has been included in numerous Subdivision and Multiple Occupancy Project requests since 2020. The Final Plat for Planter’s Pointe Subdivision was approved in December 2023 and includes a note which requires mandatory Site Plan Review prior to the development of any of the out parcels of Planter’s Pointe. The application was tabled in January by the Applicant’s request due to deficient tree planting, landscaping, stormwater screening, dumpster screening and exterior lighting. The current application has resolved all concerns. Lee Turner asked if any of the members had questions for staff. Paul Fontenot asked about the lack of screening for parking. The required screening is stopped before all the use areas and needs extended. There should be an unbroken screen which is stated in the Ordinance. Payton Rogers said those are issues we can address in comments and conditions. Lee Turner asked if anyone would like to speak on behalf of the developer. Garrett Small, Engineer of record with HFA-AE LTD stated that he is available for questions. We have received the comments and will ensure that we will address the issues with Payton Rogers before going to City Council. The dumpster enclosure is in the revised Site Plan. Staff recommends approval of SR 25.09 to City Council with the following recommendations: 1. Revision of the Site Plan to illustrate all proposed parking spaces to utilize pervious surfacing while maintaining compliance with ADA standards; 2. Revision of the construction plans to include a dumpster detail illustrating dumpster screening in compliance with Article IV.B.2. of the Zoning Ordinance; and 3. Revision of the Photometric Plans to remove any lighting not to be proposed. 4. Revision of the tree and landscape plan to reflect the required screening of vehicular circulation. Paul Fontenot made a motion to recommend SR 25.09 7 Brew Fairhope to the City Council with staff recommendations. Fairhope Planning Commission Minutes – March 2, 2026 3 John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; Harry Kohler; Paul Fontenot, Erik Cortinas, John Worsham, Hollie MacKellar and Kim McCormick NAY: None ABSTAIN: None B. SD 23.26 Discussion of vertical construction at the Vatan Mixed-Use Development. The property is located on the northeast corner of Magnolia Avenue and North Church Street and is 0.52± Acres. PPIN #: 15164 Hunter Simmons, Planning and Zoning Director, brought a discussion item regarding the project on the corner of Magnolia Avenue and North Church Street. The infrastructure has been built. We received a building permit for one of the buildings. During the Preliminary approval we originally stated there would be no vertical construction until the final MOP was approved. We don’t see a problem with starting vertical construction for the first building. Rebecca Bryant asked which building it was. Hunter Simmons replied with building #3. Rebecca asked if there were any changes. Hunter Simmons stated there were no significant changes. In addition to the MOP, there was an approved Site Plan that does not have to come back for anything further. Lee Turner asked the Commissioners if there were any objections from the committee to approve one building permit at this time. No objections stated. NEW BUSINESS C. SR 26.01 Request of the Applicant, Lieb Engineering, on behalf of the Owner, Rockwell LLC, for Site Plan Approval of Jiffy Lube Fairhope. The property is zoned B-2, General Business District. The property is located on Lot 2 of Rockwell Place north of the northeast corner of State Highway 181 and State Highway 104 and is 0.99± acres. PPIN #: 633808 Payton Rogers, Planning and Zoning Manager, presented the request of the Applicant, Lieb Engineering, on behalf of the Owner, Rockwell LLC, for Site Plan Approval of Jiffy Lube Fairhope. Payton Rogers shared the zoning and aerial maps as well as the proposed Site Plan and elevations. The subject site has had numerous Subdivision, Multiple Occupancy Project, and Zoning Change applications. Most recently the subject site was before the Planning Commission on July 7, 2025, which was a request for approval of a 10-Lot Major Subdivision to re-subdivide Rockwell Place Lot 1. The Site is compliant but some labels and language need to be revised in the staff report that did not match the plan. Parking was miscalculated and the Site Plan is compliant. Mechanical screening and dumpster screening will need adjusted. Lee Turner asked if there were any questions for staff. Fairhope Planning Commission Minutes – March 2, 2026 4 Paul Fontenot stated the required screening on the landscape plan, on the west side, the trees stop 10-12 feet before each property line and should be extended to the property line. On the east side it should be a continuous hedge. It should be an unbroken screen as stated in the Ordinance. Payton Rogers said those are issues we can address in comments and conditions. Lee Turner asked if anyone would like to speak on behalf of the developer. Chris Lieb, Lieb Engineering Company stated that he is available for questions. We have received the comments and will ensure that the mechanical equipment is screened and we will address the dumpster enclosure and the vehicle screening before going to City Council. Staff Recommends Approval of SR 26.01 to City Council: 1. Revision of the Site Plan to accurately label all easements and setbacks in accordance with the Final Plat for Rockwell Place Commercial Subdivision (Resubdivision of Lot 1 and Common Areas 1 & 2, Rockwell Place); 2. Provision of a note on the Tree and Landscape Plan stating that all nine (9) existing Credit Trees shall not be removed and shall be protected throughout construction in accordance with the City of Fairhope Trees and Landscaping Ordinance; 3. Revision of the Site Plan, Civil Plans, and Elevation Plans to include compliant mechanical screening or relocation of all mechanical equipment to the roof; 4. Provision of Architectural Plans prior to issuance of Building Permit illustrating compliant dumpster screening; and 5. Builder to meet the landscape requirements. John Worsham made a motion to recommend SR 26.01 Jiffy Lube Fairhope to the City Council with staff recommendations. Hollie MacKellar seconded the motion and the motion carried with the following vote: AYE: Lee Turner; Rebecca Bryant; Harry Kohler; Paul Fontenot, Erik Cortinas, John Worsham, Hollie MacKellar and Kim McCormick NAY: None ABSTAIN: Jimmy Conyers Lee Turner stated the next two Agenda items will be presented together and voted on back-to- back. Attorney Chris Williams is in attendance and agrees. D. SR 26.02 Public hearing to consider the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST DELAMARE PLACE LLC, for Site Plan Approval of De La Mare Phase 2, on property zoned B-2, General Business District. The property is located on the southeast corner of De La Mare and Bernhardt Lane and is 0.24± acres. PPIN #: 15174 E. SD 26.05 Request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST DELAMARE PLACE LLC, for Preliminary Plat approval of De La Mare Phase 2, a 9-unit Multiple Occupancy Project, on property zoned B-2, General Business District. The property is located on the southeast corner of De La Mare and Bernhardt Lane and is 0.24± acres. PPIN #: 15174 Fairhope Planning Commission Minutes – March 2, 2026 5 Michelle Melton-Null, City Planner, presented the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST DELAMARE PLACE LLC, for Site Plan Approval of De La Mare Phase 2. Michelle Melton-Null shared zoning and aerial maps as well as the proposed Site Plan and elevations. They are preserving a 43-inch oak and have a tree preservation plan. Phase 1 was built in 2002. Phase 2 was approved unanimously in July 2003 and did not go to City Council and the approval expired. De La Mare Place Phase 2 SR 26.02 for Site Plan Approval and SD 26.05, Preliminary Plan for a 9-unit Multiple Occupancy Project (MOP), applications were submitted concurrently. Site Plan SR 26.02 is compliant as well as the Multiple Occupancy Project (MOP) SD 26.05. Staff recommends approval of SR 26.02 to City Council with the following recommendations: 1. Approval of SD 26.05 De La Mare Phase II MOP; 2. Revision of all construction and architectural plans to replace the label for “Rooftop Terrace” with “Second Floor Porch”; 3. Provision of written consent and approval by the Parking Authority for the use of Bernhardt Lane and the alley behind Phase II during construction; 4. Approval of all easement(s) by the Parking Authority for utilities and/or services within Bernhardt Lane ROW and the alley behind Phase II shown on Site Plan; 5. Revision of the Site Plan to include a note and/or illustrate the location of all easements approved by the Parking Authority for utilities and/or services within Bernhardt Lane ROW and the alley behind Phase II; and 6. Completion of any required improvements to alley behind Phase II or Bernhardt Lane ROW as determined by the Applicant, Parking Authority, and applicable city departments. 7. Developer meets with the city horticulturist to confirm the tree protection plan is adequate. Staff recommends approval of SD 26.05 with the following recommendations: 1. Approval of SR 26.02 De La Mare Phase II Site Plan by the City Council; 2. Revisions of all construction and architectural plans to replace the label for “Rooftop Terrace” with Second Floor Porch”; 3. Provision of written consent and approval by the Parking Authority for the use of Bernhardt Lane and the alley behind Phase II during construction; 4. Approval of all easement(s) by the Parking Authority for utilities and/or services within Bernhardt Lane ROW and the alley behind Phase II shown on Site Plan; and 5. Completion of any required improvements to alley behind Phase II or Bernhardt Lane ROW as determined by the Applicant, Parking Authority, and applicable city departments. Lee Turner asked if there were any questions for staff. No questions asked. Lee Turner asked if anyone would like to speak on behalf of the developer. Ryan Baker Architect with Walcott Adams Vernueille, stated he is available for any questions. Fairhope Planning Commission Minutes – March 2, 2026 6 Rebecca Bryant asked about tree protection. She is concerned about seeing a grade change and seeing a cut around the 43-inch oak tree. Ryan Baker stated they had the area checked by Arborist, Chris Francis who checked the roots. Ryan Baker stated they are not cutting around the tree roots and are leaving the retaining wall around the tree in place. Rebecca Bryant asked if they met with Will Mastin or the Tree Committee. Ryan Baker stated they did not. Our intent is to keep the tree. Ryan Baker said they will address all concerns before we go to City Council. Chairman Turner opened the public hearing at 5:42pm. Having no one present to speak, the public hearing was closed at 5:42pm. Rebecca Bryant made a motion to recommend SR.26.02 De La Mare Phase 2 to the City Council with staff recommendations. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Harry Kohler; Paul Fontenot, Erik Cortinas, John Worsham, Hollie MacKellar, Jimmy Conyers and Kim McCormick NAY: None ABSTAIN: None John Worsham made a motion to recommend SD.26.05 De La Mare Phase 2 with staff recommendations. Hollie MacKellar seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Harry Kohler; Paul Fontenot, Erik Cortinas, John Worsham, Hollie MacKellar, Jimmy Conyers and Kim McCormick NAY: None ABSTAIN: None F. SD 26.02 Public hearing to consider the request of Dewberry, on behalf of the owners, James M and SM Scopolites, for Preliminary Plat approval of Dresden Woods, a 6-lot Major Subdivision on property zoned R-1, Low Density Single-Family Residential District. The property is located on the northeast corner of Bishop Road and Gayfer Road Extension and is 4.66± acres. PPIN #: 43888 Michelle Melton-Null, City Planner, presented the request of the Applicant, Dewberry, on behalf of the Owner, James M and SM Scopoliltes, for Preliminary Plat Approval of Dresden Woods. Michelle Melton-Null shared zoning and aerial maps as well as the proposed Site Plan and elevations. In May 2020 a 3-lot Minor Subdivision was tabled due to concerns regarding the lots proximity to a fire hydrant, and the construction of sidewalks. It was approved in June 2020 with sidewalk, fire hydrant and sidewalk waivers. In December 2023 it was annexed into the city. In July 2024 a 2-lot Minor subdivision was approved and expired. In December 2025 a Preliminary Plat approval for a 4-lot Major Subdivision was approved. Staff recommends approval of SD 26.02 with the following recommendations: Fairhope Planning Commission Minutes – March 2, 2026 7 1. Revision of the Final Plat to remove all structures illustrated on Lot 6 prior to application for Final Plat; 2. Receipt of all required permits necessary for proposed ROW work from Baldwin County; and 3. Installation of sidewalks along all street frontages prior to application for Final Plat. Chairman Turner opened the public hearing at 5:54pm. Having no one present to speak, the public hearing was closed at 5:54pm. John Worsham made a motion to recommend SD.26.02 Dresden Woods with staff recommendations. Erik Cortinas seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Harry Kohler; Paul Fontenot, Erik Cortinas, John Worsham, Hollie MacKellar, Jimmy Conyers and Kim McCormick NAY: None ABSTAIN: None G. SD 26.06 Public hearing to consider the request of the Applicant, Sawgrass Consulting, on behalf of the Owner, PCH Hotels and Resorts/RSA, for Final Plat approval of Battles Trace Phase 9, an 81-lot Major Subdivision, on property zoned TR, Tourist Resort District. The property is located on the north side of Battles Road, on the east and west sides of Colony Drive and is 22.4± acres. PPINS #: 5499, 20948, 286294 Mike Jeffries, Development Services Manager, presented the request of the Applicant, Sawgrass Consulting, on behalf of the Owner, PCH Hotels and Resorts/RSA, for Final Plat Approval of Battles Trace Phase 9. Mike Jeffries shared zoning and aerial maps as well as the proposed Site Plan and elevations. Mike Jeffries shared a map of the highlighted area being developed. Mike Jeffries shared an email from a citizen, Delphine Williams who had a concern regarding the construction impact near her property on Twin Beech Road. He stated that the area she is asking about is not part of this phase. Mike Jeffries stated the two conditions of the Preliminary Plat approval have been met. The subdivision has been built in compliance with Preliminary Plat approval. Staff recommends approval of SD 26.06 with the following recommendations: 1. Recording of the Final Plat with Baldwin County Probate Office within 120 days of acceptance and submittal of a copy of the recorded Final Plat to Planning Staff; 2. Recording of the final Operations and Maintenance Agreement with Baldwin County Probate Office and provision of a copy of the recorded O&M Agreement to Planning Staff; and 3. Execution of the Maintenance Agreement by the Subdivider to include the Final Plat Instrument # (this document is not considered fully executed until it has received the Mayor’s signature). Lee Turner asked if there were any questions for staff. No questions asked. Fairhope Planning Commission Minutes – March 2, 2026 8 Lee Turner asked if Sawgrass had anything to add. Nothing more to add. Chairman Turner opened the public hearing at 5:59 pm. Delphine Williams, Twin Beech Road, asked when construction starts, I want to make sure I still have access to my driveway. Lee Turner explained that this phase is completed, in regard to street access. There is nothing new planned on Twin Beech Road for an entrance or exit road, at this time. Hunter Simmons showed Miss Williams the map and explained where the current construction entrance is and will not affect her property access. Troy Vickers, 248 Cuban Lily, said that the homeowners in Battles Trace were sold a lie regarding future development by RSA and they continue to do whatever they want in Fairhope. And the City and Planning Commission just roll over and let RSA dictate the actions of the city. We were told as homeowners that we were dumb for not reading all the details of the TR zoning granted to RSA years ago. We are Fairhope citizens and taxpayers and we expect our government to protect our interests, not just the developers. It should be a priority of the Planning Department to update and provide proper protection in the TR zoning requirements. You have the ability to do that. I’ve heard that Fairhope can’t fight RSA on their development plans. Chairman Turner closed the public hearing at 6:04 pm. Jimmy Conyers stated that he has heard concerns raised from community members regarding this development and water runoff to existing developments. He would like to know what has been done to address this throughout this phase. Jimmy Conyers stated, I have been out there and saw a video with substantial runoff after a significant rain event. I know the developer has been working on this and trying to correct it. What is the enforcement and follow up for this. Hunter Simmons stated that within the RSA development, you had two issues. First, in previous phases you had contractors building homes and you had more violations than in this phase. Secondly, after the major storm, there were breaches with the runoff, and our Code Enforcement and Building Department were out there early every morning checking on it. We sent violation notifications and we asked City Council to change some regulations so we could have quicker actions and fees, as opposed to sending multiple letters and going to court. The violations are now attached and sent to their building permit. So, there is a fee for re-inspection every time we go out. We have every issue documented. This has been a construction issue. Erik Cortinas noted that the Building Department monitors the storm water and grading of the lots and getting the water to the conveyance points. We monitor that during construction. There is a difference between drainage and flooding. Flooding relates to water getting into or up to your home. As opposed to surface water and heavy rain. The typical rule of thumb for drainage issues is after forty-eight hours after the end of the rain, if you still have standing water you need to look at your grading. We have not had any flooding problems anywhere within Battles Trace to my knowledge. Jimmy Conyers stated he appreciates this and asks that it continues to be monitored through the next phases. Hollie MacKellar brought up an ongoing issue. The developer was supposed to finish the sidewalks on the outside of the development. It is something that should be pushed upon the developer. She stated that for safety it should be completed. Lee Turner stated that it is important and discussed that it does need addressed. Tim Walley from Sawgrass responded that Fairhope Planning Commission Minutes – March 2, 2026 9 he is not sure how many more phases there will be. Maybe three or four more. He does not know about the rest of the sidewalks. He stated that he thought all sidewalks have been installed that they were asked or obligated to do. He is unsure of the location of sidewalks being discussed. Hollie MacKellar stated on the curve of Battles Road there is no sidewalk. There’s not a contiguous sidewalk anywhere in the development. Tim Walley stated in Phase 1 and 2 that was not asked or required in the approval. Hollie MacKellar stated that it was. Lee Turner stated that before the next phase it needs to be discussed. Paul Fontenot asked about the management plan regarding the silt fencing and ponds. Hunter Simmons stated that there is a schedule for when the maintenance is to be done. Tim Walley said the work started three to four weeks ago and is approximately 75- 80% done. Hollie MacKellar asked Tim Walley if he is unsure about the final plat or plans, how would the public know what is coming next. Tim Walley said that it would be when they submit a plan. At this point in time there is no directive to start an additional phase. Attorney Chris Williams stated for the record, when this whole development was zoned, there were some overarching master plan requirements in terms of lots and limitations. With some of the changes in phases there have been different requirements. Historically, there is a record of each approval through City Council and Planning Commission. It’s all public record. Hunter Simmons addressed what we can change. We have a TR District within the Zoning Ordinance. To apply for a TR District, it’s like a PUD. You can propose the application for a specific property and there are changes other than what is in our Zoning Ordinance that govern this property that was approved in 2010. Looking at those documents and seeing what was required would give you a specific allowance of what was allowed. The TR District that is in the Zoning Ordinance now is for anything new that would be zoned TR. Anything relating to this specific property we would have to go back to the original documents and any amendments made throughout the years. Rebecca Bryant asked if there was any pathway to make any amendments to this property. Chris Williams said there are limited circumstances based on the framework. They were given a path and certain building blocks they had to comply with. Lee Turner asked Chris Williams if Sawgrass or another company comes back to submit the next phase, can the city hire someone to audit phase by phase and find deficiencies with prior phases. If that happened, would we be able to legally do anything about those deficiencies, as we approve the final phases based on how RSA comes back. Chris Williams said it is hard to speculate on that. It depends on the details. In some circumstances there may be opportunity to do that based on the impact on the surrounding community. If it was done correctly and approved in the phase it would be limited. It really depends on the details. Rebecca Bryant asked if the details of the TR District supersede the Tree Ordinance. Hunter Simmons said that it does because the details in the Ordinance give the developer the flexibility to do what he decides. It specifically says the Tree Ordinance does not apply to that acreage of land. Rebecca Bryant stated that maybe the Tree Ordinance needs to be changed, because citizens buy in a wooded area that’s very natural. And as each subdivision preserves some of trees, the builders come in and cut down the trees because no one wants them. Erik Cortinas made a motion to approve SD 26.06 Battles Trace Phase 9 with staff recommendations. Fairhope Planning Commission Minutes – March 2, 2026 10 John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Harry Kohler; Paul Fontenot, Erik Cortinas, John Worsham, Hollie MacKellar, Jimmy Conyers and Kim McCormick NAY: None ABSTAIN: None H. ZC 25.08 Public Hearing to consider the request of the Applicant, Core Development and Construction of Alabama, LLC, on behalf of the Owner, FST and Bertolla Properties LLC, for Conditional Annexation to PUD, Planned Unit Development for Colony Village. The property is located at 10504 State Highway 104 and is 148± acres. PPIN #: 14396 Lee Turner stated he has a conflict with this item and is recusing himself. Vice Chairman Rebbeca Bryant will step in. Hunter Simmons, Planning and Zoning Director presented the request of the Applicant, Core Development and Construction of Alabama, LLC, on behalf of the Owner, FST and Bertolla Properties LLC, for Conditional Annexation to PUD, Planned Unit Development for Colony Village. Jade Consulting is the Engineer of Record. Hunter Simmons shared zoning and an aerial map, as well as a Site Plan. This is currently not in the city limits. It is zoned R/A Rural Agriculture in Baldwin County. Hunter explained the review process for zoning changes. Staff intend to make a recommendation of holdover until sufficient progress justifies a recommendation in support or opposition of the application. This report will not go into detail with all aspects of the proposed development. The intent of this report is to provide enough information to glean feedback for a list of issues that may benefit Staff and the Applicant. A PUD, Planned Unit Development, is intended to encourage innovative development. The Subject Property is located within a Suburban Residential Place Type, which does not meet a description of a Comprehensive Plan. The Applicant’s Master Development Plan incorrectly describes the property as within a Suburban Mixed-Use Center Place Type. A Suburban Residential area generally has the largest lot sized for single-family detached houses. They focus on lot sizes that range from a third of an acre and up, minimum widths between 75-100 feet, and minimum front setbacks between 30-40 feet. The lot sizes and setbacks proposed are significantly less than what is prescribed in the Comprehensive Plan. The Applicant is proposing four lot types mixed throughout the development. These are described as Signature Lots, Village Cottage Lots, Neighborhood Cottage Lots, and CV Townhome Lots. The Master Development Plan requires use of Base Zoning Districts and listed deviations within the PUD. This development has chosen R-3 Zoning for their Base Zoning. Hunter shared a table which shows the four (4) lot sizes and summarizes the deviations from R-3. Some of those details we do not agree with. An example of this is 90% lot coverage. Details are in conflict. The maximum lot coverage, as proposed, increases from 35% to 71-92% and calls it a “modest increase”. There are also inconsistencies with the form-based code submitted within the application. One of the positive aspects is greenspace. But we need to know the details and if the amenities will be built in the first phase. There are also wetlands and we would need specifics on the usage and plans for those. Fairhope Planning Commission Minutes – March 2, 2026 11 The Zoning Ordinance and its associated zoning map are derived from long-range comprehensive planning studies intended to promote orderly, desirable development. Casual or unsupported amendments to the Zoning Ordinance can undermine this purpose. Therefore, rezoning requests are evaluated according to the following criteria: 1. Compliance with the Comprehensive Plan; 2. Compliance with the standards, goals, and intent of this ordinance; 3. The character of the surrounding property, including any pending development activity; 4. Adequacy of public infrastructure to support the proposed development; 5. Impacts on natural resources, including existing conditions and ongoing post- development conditions; 6. Compliance with other laws and regulations of the City; 7. Compliance with other applicable laws and regulations of other jurisdictions; 8. Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values; and 9. Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values. Staff is prepared to work with the Applicant to ensure we receive plans that reflect the desired outcome. To resolve these issues, both the Applicant and Staff would like feedback from the Commissioners as it relates to a PUD. Staff recommend Holdover of ZC 25.08 Colony Village Conditional Annexation for PUD, Planned Unit Development. Rebecca Bryant asked if there were any questions for Staff. Hollie Mackellar said that we need to send this back and mark it up a little bit. Doug Anderson, Attorney for the developer, stated that they are agreeable to the holdover. Paul Fontenot asked about the traffic and read the public comment on traffic. He suggested a third-party traffic study. Hunter Simmons agreed. Hollie MacKellar said she would like to require a new traffic study for every phase of the project. Erik Cortinas would like to hear from the public and their concerns. Jimmy Conyers stated he likes a lot of the amenities proposed and would like to know more about the wetlands. What is the lot count and how does it differ from a standard subdivision. Are they getting more lots in the PUD. Hunter Simmons stated that maybe the Engineer would have a better answer to that. We can’t estimate that. Jimmy Conyers stated that he doesn’t want to see PUD’s being utilized to max out the number of units. Although, this does have some really nice amenities and looks like it could be a really nice development. It seems a little dense though. Rebecca Bryant stated they we will open this to the public shortly. She said we don’t want to risk squelching the actual creative use of PUD’s, but the density needs to be drilled down on. Paul Fontenot would like to discuss why this PUD would be better than a typical or standard R-2 development. Hunter Simmons wanted to clarify that this is a Conditional Annexation, it is not in the city. At any time, the city or Applicant can decide not to go through with this. The annexation is tied to the zoning request. John Worsham asked about the alleyways. Is that a city right of way or the development. Hunter Simmons said the alleys would have to remain private. John Worsham also asked how services and garbage pickup would fit through the narrow right of ways where the townhomes are located. Hunter Simmons said those are the problems we are discussing. Fairhope Planning Commission Minutes – March 2, 2026 12 Rebecca Bryant asked if the Applicant would like to speak. Doug Anderson, Attorney representing the developer, stated that he agreed with the holdover for the application. He stated that his client met with the neighbors a year ago for feedback. The plan has been tweaked based on the feedback received, but there is still work to be done. We welcome your input to move forward. I would like to first address the traffic. The traffic improvements that have been recommended by the engineer will all be done in phase 1. This will probably be an eight (8) year project. We plan to build approximately 50 homes a year. We realize that standards change throughout the years with the city, county and ALDOT. The wetlands improvements and restoration will be done in Phase 1. We have had a lot of conversations regarding utilities, especially along the easements. We have been working with the city on that and are headed in the right direction. Drainage is always an issue. We are not in the drainage phase yet but will do whatever is required. We will have architectural guidelines included in a plan book, with specific guidelines to follow. We will also have restrictive covenants. Mr. Anderson discussed that the Ordinance requires all amenities being completed in Phase 1. We have added a pool and pickle ball court to Phase 1. But, the majority of amenities are on northeast side of the wetlands and we don’t want to do a lot of construction there. We would like to restore the wetlands first. We don’t plan on building the infrastructure there yet. We ask to be allowed to do that in phases. The parking will have 867 on-street spaces when this is completed. Mr. Anderson discussed the location of the development being near the high school as a positive idea. Rebecca Bryant opened the public hearing at 7:15pm. Linda Smith 10821 State Hwy 104, shared photos and video showing that her property is contiguous to the subject property. She showed multiple pictures after heavy rains from 2022 to 2025 showing three (3+) plus inches of rain and the effects to the property. She shared a video from March 2025 that shows over four (4) inches of rain in one day, in the area that would be used as greenspace in the development. Ms. Smith said these heavy rains happen 4-5 times a year. The accumulation of water has increased over the years because of all the pavement that has been done around her. Wade Perry 2454 Eland Drive, Mobile, stated he believes this is a terrible proposal for the community and the environment. He stated he heard that one environmental firm refused to work on it and the developer pulled out from the Baldwin County process on this project because Baldwin County was ready to tell them no. Mr. Perry stated he thinks it is a bad look for Fairhope to approve something the County was ready to deny. I recommend you vote to say no. Ben Gould 21735 Pillar St. explained the retention ponds from other developments in the area all overflow into the subject property. He stated that this is not greenspace, it is the Pensacola Branch of the Fish River, that is a major drainage basin. This development does not have any detention ponds on their plan. If they had 3-5 acre lots this would work. That would be a lot more land for the water to flow. The elevation drop on this property is also concerning for the flow of water. It’s going to be a major flood area. Fairhope Planning Commission Minutes – March 2, 2026 13 Bobby Shumake 21482 Roundhouse Rd. said he was here 4-5 months ago and heard the same presentation. The feedback was not taken to heart. We are back here with the same problems. He feels that the PUD does not work here and does not fit the neighborhood. It’s not just about us but everyone downstream from us. Paul Orcutt 105 Wedgewood Cir. said that he and his wife just bought a lot in The Verandas. Mr. Orcutt stated that he is involved in stormwater and wastewater detection. I would ask the city to have an impact study done by Mobile Bay National Estuary Program. My concern is things are changing with all the construction and the impact of that. If we do this wrong it could have a very detrimental impact. Margaret Hudson 12843 Woodhaven Dairy Rd West stated the impact of Pensacola Branch getting so full and overflowing is affecting everything downstream. The depth of the river used to be 9-12 feet and now it is 4-6 feet in our area due to run-off such as silt. When the storms come through there are also contaminants coming down stream and landing in Mobile Bay. In 2017 three or four inches of rain would only give 11 feet of flooding at the river. Now we get four (4) inches in one day we can have as much as 16 feet of flooding. She shared photos of the erosion around a 3-tiered deck at a neighbor’s house, a carport with the water to the top of a vehicle and debris inside of a house. She said the subject subdivision will overwhelmingly impact everyone downstream. Gary Little 11010 Catania Ave. stated that he understands that the developers have already contacted City Council and are promoting this property before going before the proper channels and processes. Mr. Little said he called the Mayor and found out that the information is correct, and he found that strange. With all the staff deviations mentioned, the developer hasn’t changed a thing. Mr. Little said this is a beautiful idea but in the wrong place. It doesn’t fit the neighborhood. Dan Ruble 21933 Veranda Blvd. stated that he is going to suffer great impact because of what they are doing upstream. He also said making a focal point of the green space is ridiculous. It’s like an estuary full of insects. He thinks there will be a lot of pesticides being dumped to control this. Additionally, with all the retention ponds that fill with trash and debris flow down to them. Mr. Ruble also brought attention to the traffic hazard on Hwy 104. His daughter was rear ended trying to pull into The Verandas, his wife had a semi-truck almost kill her and a cement truck rolled over. The road is already in crisis. He also said the water accumulating there will be in his backyard. I hope you say no to this project, it is wrong for this community. Sissy Hawkins 11567 Branchwood Dr. said that she was surprised no one brought up 867 street parking spaces. Where is the mailman, the FedEx, Amazon, and the UPS drivers going to go. And if there are children playing, they will not be seen. In last month’s County Commission meeting there were discussions with ALDOT to put a light at the Estates. There was also discussion regarding making Hwy 104 a four-lane road. Hollis Sellew 12853 Woodhaven Dairy Rd West stated that in 1991 he bought on Fish River and discussed the floods he has lived through there. He stated he is a victim of the progress of man. Rebecca Bryant closed the public hearing at 7:50pm. Fairhope Planning Commission Minutes – March 2, 2026 14 John Worsham would like to make a comment. In my opinion there have been a couple of implications made tonight. City employees, elected officials, and volunteers, are in the pockets of developers and I resent the hell out of that. Rebecca Bryant asked the Developer to come up and address questions. Paul Marcinko Engineer from Jade Consulting addressed downstream drainage issues. We understand that we will need to retain some water and must release some. When you look at the entire area it is always changing. We are proposing some water crossings. This project will be looked at pre vs. post water release rates and what the requirements are. We will certify that post development water release rates will be lower than predevelopment rates. I can answer any drainage questions. Erik Cortinas stated that during the DRC meeting discussions this is not designated a flood way on the FEMA map but it is heavy drainage area. I would like a FEMA based flood study. Paul Marcinko agrees with that and said it would be part of their design. Rebecca Bryant said it seems like the requirement not to increase the rate would be difficult with multiple outlets dumping into the same area. Especially with the proposed density. Mr. Marcinko said that’s what the study would include. Erik Cortinas is trying to compare this development to another one to see what issues have arisen. With the density and setbacks proposed there is nowhere for the water to go. With setbacks as tight as proposed you don’t have room for mechanical equipment and generators in between houses. My main concern is the potential for very heavy water flow from neighbor to neighbor. Christian Preus, with CPLA, Landscape Architect addressed the street parking. We are using smart code methods of on-street parking. We do need to look into the rear setbacks for parking. The intent for the 867 spaces shows the capacity to have that much parking if it’s needed. We are designing a functional street with pedestrian safety measures. Jimmy Conyers asked what is being addressed during the holdover before this comes back to the Committee. Doug Anderson stated they will be addressing all issues brought up this evening. We know drainage and density are key issues to address. Rebecca Bryant asked where the additional storm water will go. Mr. Anderson stated it has not been determined because it hasn’t been designed yet. But, we will do our best to address it. Kim McCormick stated she doesn’t see what the innovative development is here. Mr. Anderson said it is the different types of lots and the amenities. Kim McCormick said that she continues to have concerns about density. I think it’s inappropriate for the area, the site itself, and that’s been demonstrated tonight with the drainage. What you are proposing is so dense and covered with pavement and building, that you are going to destroy the potential of the east side of Fairhope. We have an opportunity to build a community that is attractive and not condensed. I object to these lots that cover 92% of the lot. You came here a few months ago for informal input and I don’t see any reflections in the plans here tonight. Are we going to see significant changes the next time you come here? Mr. Anderson said we will put forth a plan that is good for everyone. Kim McCormick asked if the plan they took to the County with larger lot sizes is comparable to our R-1 Zoning, and why that was not presented to us? Paul Fontenot asked how many lots were in that plan. Mr. Anderson stated approximately 300. Kim McCormick stated it Fairhope Planning Commission Minutes – March 2, 2026 15 is 113 less. I also have concerns about streets that are not public. I would like public services to be able to go down those streets. People in townhomes shouldn’t have to walk blocks to get to their house. The townhouses in that area don’t make sense. Where are people on the north end going to park when they drive to pickleball at the south end? I don’t see parking at those amenities. These have to be functional city streets. I don’t see the innovation. I don’t think this was the intent of the Comprehensive Plan. Harry Kohler asked if there are sufficient utilities in Fairhope for this plan. Hunter Simmons said the Master Development Plan has some flexibility. Until you get to each phase there is not a full engineering plan. In a zoning case like this, capacity is an issue and how to navigate that. There is a burden on the developer that needs to be worked out. You can’t get into the numbers until you have a final plan with lot numbers. Mr. Anderson said he understands their obligation to pay for those improvements. Harry Kohler said his concern is the capacity of the wastewater treatment plant. It has a fixed capacity and if it’s going to be enlarged. Hunter Simmons said there is a lot of investment in expanding the capacity. Rebeca Bryant doesn’t feel as strong about density. Her concern is the amount of impervious area on this site, but I do like the creativity. Hunter Simmons explained the options for the Committee members. Jimmy Conyers made a motion to Holdover ZC 25.08 Colony for Village for up to six (6) months with staff recommendations. Erik Cortinas seconded the motion and the motion carried with the following vote: AYE: Rebecca Bryant; Harry Kohler; Paul Fontenot, Erik Cortinas, John Worsham, Hollie MacKellar, Jimmy Conyers and Kim McCormick NAY: None ABSTAIN: Lee Turner I. ZC 26.01 Various proposed amendments – HELDOVER TO LATER MEETING DATE TO BE DETERMINED ADJOURNMENT Erik Cortinas made a motion to adjourn. AYE: Rebecca Bryant; Jimmy Conyers; Harry Kohler; Paul Fontenot, Erik Cortinas, John Worsham, Hollie MaKellar and Kim McCormick NAY: None ABSENT: Lee Turner Adjourned at 8:24pm. _________________________________ _________________________________ Lee Turner, Chairman Hunter Simmons, Interim Secretary City of Fairhope Planning Commission April 6, 2026 UR 26.01 -401 Oak Avenue Project Name : 401 Oak Avenue Site Data: 4 ,767 LF of fiber cable Project Tvoe : Proposed fiber cable installation Jurisdiction: Fairhope Planning Jurisdiction Zoning_ District: N/A PPIN Number: N/A General Location: N/A Survey_or ot Record: N/A Eng_ineer ot Record: N/A Owner L Develo12.er: C-Spire School District: Fairhope Elementary School Fairhope Middle and High Schools Pre~ared b~: Mike Jeffries -Road D Parcel LJ UR26 .0l s UR 26.01 – 401 Oak Ave April 6, 2026 Page 1 of 4 SUMMARY OF REQUEST Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of 4,767± LF of fiber cable at 401 Oak Avenue. Locator Image Excerpt from Construction Plans STAFF COMMENTS The proposed utility construction falls within the corporate limits of the City of Fairhope. Any portions of the project affecting public right-of-way (ROW) maintained by Baldwin County or the Alabama Department of Transportation (ALDOT) shall require permits through the respective agency. This site shall comply with all State, Federal and local requirements, including, but not limited to the following City of Fairhope Ordinances: 1) City of Fairhope Wetland Ordinance (#1370), which regulates activity within 20' of wetlands; 2) City of Fairhope Red Soil & Clay Ordinance (#1423), which prohibits the use of red soil / clay within 100' of critical areas; 3) City of Fairhope Erosion and Sediment Control Ordinance (#1398); and 4) Chapter 19 Article VI: ROW Construction and Administration, Ordinance (1754). Permitting, Locating, and Phasing • Subsurface Utility Engineering may be required for sensitive locations within the city as required by the ROW supervisor. • An additional right-of-way permit may be required for the potholing procedures needed for SUE. • A traffic control plan shall be submitted with all permits that affect the flow of traffic. • No work shall begin until a ROW permit is issued by the City of Fairhope Building Department. Permit not valid until approved and paid for on Citizen Serve online portal. • The City’s ROW inspector is to be notified 24 hours prior to any activity within the ROW. The prior notice applied to all activity within the ROW including but not limited to trenching, boring, concrete placement. l OJCTDCTM.l£GCICl llllXllllCT \ .\ \ I I -- ···- I = I SOME~. TIIE Ctrf 11"5 NO CIJRR£NT RECOl«JEO RIGHT-OF-WAY, THE AFFECTEOAOADS ARE SHOWN AS M'f'AAENT RIGHT-OF-WAY, PERMISSION.TO PLACE FISER~• OFF OF EDGE OF PAVEIAENT REQUIRED V ER IZON TOW ER City of Fairhope -Permit Drawing (R EV. 1) CITY OF FAIR HO PE / DAPHNE - --· \ BAL DW IN COUNTY , ALABAMA -= ~ 01 /23/2026 \ ' EX HH COORDINAT ES: 30.605143, -87.900804 '°" Eiism!E 81 1 LOCATESARECAU.EO IN 1q !()ldCOf<iSl~llONISSI I 10 BEOltl IN ACCORCl,\NCE TO SECTION JT-1~ PERMITS REQUIRED HOUSE COUNT CITY Y£S COUNTY : YES ALDOT : YES FEDERAL · NIA RAILROAD : NIA PRIVATE RtN : N'A MISC : N.',t, UR 26.01 – 401 Oak Ave April 6, 2026 Page 2 of 4 • Hand holes/boxes shall not be allowed to be installed in sidewalks. The applicant shall review the sidewalk plan to determine if there are any conflicts. The applicant shall coordinate with the ROW inspector to resolve any conflicts. • The applicant shall contact Alabama One Call 811 to locate all existing utilities in the ROW (750 LF maximum daily allocation for COF utility locates per day). • A pre-construction meeting shall be held with the City prior to issuance of any permits. Construction • A minimum horizontal clearance (separation) of 36” must be maintained from water, sewer, gas, stormwater, and other city utility infrastructure. • A minimum depth for all telecommunication lines shall be 30”. • Conduit shall match the 811-color code for communication, electric, gas etc. No blue/blue striped conduit is to be used for telecommunications. • The contractor responsible for *excavating inside right of way will be required to provide video documentation of the integrity of any sanitary sewer line (including laterals) within 3 feet of work being performed. This can be videoed prior to work being performed if locations, including depths, are clearly established by contractor, and said work is not within 3 ft of sewer mains or laterals within right of way. This does not apply to laterals on private property not “publicly maintained” (Private infrastructure). • Water, sewer, and gas mains/services must be potholed prior to bore/missile crossings. If street cuts are necessary please contact Right of Way inspector for restoration. • If sidewalk panels need to be removed, the subgrade must be compacted to the satisfaction of the ROW inspector. Cold patch asphalt shall be used as a temporary walking surface until the permanent repair can be done. • Sidewalk panels shall be a minimum of 4000 psi and be inspected within 24 hours of pouring concrete. Anything over one sidewalk panel shall be poured via concrete truck (no bag mix allowed). Horticultural • Handholes shall not be located within driplines of trees within City property, to include the right of ways, without explicit written permission from the City Horticulturalist. • Any proposed trenching shall not be within the dripline of trees. • If within tree dripline, consult the City of Fairhope Horticulturist prior to earth work. • Trees shall not be negatively impacted. • Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. • Any work done within the critical root zone shall be done to meet or exceed Internal Society Arboriculture (ISA) standards. • All roots to be removed shall be severed cleanly at the perimeter of the protected radius. • Protective barriers shall be used for all trees, barricades shall be erected a minimum of 20’ from the trunk. Erosion Control • Any ROW cuts shall be stabilized (covered) at the end of each day & disturbed areas shall be re- vegetated with sod within ten (10) days of completion of the project. Sod shall be watered to ensure survival. • Any excess soil shall be removed and disposed of properly. Dumping on private property without approval will not be tolerated. • Mulch / seed shall only be acceptable as temporary cover. UR 26.01 – 401 Oak Ave April 6, 2026 Page 3 of 4 • Inlets shall be protected. BMPs shall be placed at all affected storm inlets. • If the site is within 100' of a critical area (wetland, etc.), red soil/clay shall not be allowed as fill material, per the City’s Red Clay/Soil Ordinance. • BMPs shall be installed at boring sites and trench locations. • Ground conditions in the ROW’s shall be returned to original preconstruction condition(s) or better. • No open trenches shall be allowed. Directional boring shall be used in sensitive areas, such as under roads, in proximity to trees, on finished lots, etc. Project Completion, Punch List Walk, and As-Built • The applicant shall provide as-built drawings of all installed lines depicting depths. • Damage to any City’s infrastructure (storm, sewer, water, ditches etc. shall be the responsibility of the permittee to repair to city standards at no cost to the city. • Any damage that occurs needs to be reported to the city as soon as possible. • Pedestals shall be placed in a manner as to avoid obstructing visibility of motorists and to allow vehicles to exit the roadway during an emergency.. UR 26.01 – 401 Oak Ave April 6, 2026 Page 4 of 4 UTILITY REVIEW CONSIDERATIONS Standards of Review: Alabama Code Section 11-52-11 grants review authority to the Planning Commission for all proposed construction of utilities within public right-of-way. Recommendation: Staff recommends APPROVAL of UR 26.01 401 Oak Utility Review with the following conditions: 1. A pre-construction meeting shall be held with the City prior to issuance of any permits; 2. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the GIS technician for inclusion in GIS utility maps; 3. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. 4. Applicant shall contact Alabama One Call to locate all existing utilities (1000ft max per day). UR 26.02 – 167 Ettle St April 6, 2026 Page 1 of 4 SUMMARY OF REQUEST Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of 10,863± LF of fiber cable at 167 Ettle Street. Locator Image Excerpt from Construction Plans STAFF COMMENTS The proposed utility construction falls within the corporate limits of the City of Fairhope. Any portions of the project affecting public right-of-way (ROW) maintained by Baldwin County or the Alabama Department of Transportation (ALDOT) shall require permits through the respective agency. This site shall comply with all State, Federal and local requirements, including, but not limited to the following City of Fairhope Ordinances: 1) City of Fairhope Wetland Ordinance (#1370), which regulates activity within 20' of wetlands; 2) City of Fairhope Red Soil & Clay Ordinance (#1423), which prohibits the use of red soil / clay within 100' of critical areas; 3) City of Fairhope Erosion and Sediment Control Ordinance (#1398); and 4) Chapter 19 Article VI: ROW Construction and Administration, Ordinance (1754). Permitting, Locating, and Phasing • Subsurface Utility Engineering may be required for sensitive locations within the city as required by the ROW supervisor. • An additional right-of-way permit may be required for the potholing procedures needed for SUE. • A traffic control plan shall be submitted with all permits that affect the flow of traffic. • No work shall begin until a ROW permit is issued by the City of Fairhope Building Department. Permit not valid until approved and paid for on Citizen Serve online portal. • The City’s ROW inspector is to be notified 24 hours prior to any activity within the ROW. The prior notice applied to all activity within the ROW including but not limited to trenching, boring, concrete placement. • Hand holes/boxes shall not be allowed to be installed in sidewalks. The applicant shall review the sidewalk plan to determine if there are any conflicts. The applicant shall coordinate with the ROW inspector to resolve any conflicts. UR 26.02 – 167 Ettle St April 6, 2026 Page 2 of 4 • The applicant shall contact Alabama One Call 811 to locate all existing utilities in the ROW (750 LF maximum daily allocation for COF utility locates per day). • A pre-construction meeting shall be held with the City prior to issuance of any permits. Construction • A minimum horizontal clearance (separation) of 36” must be maintained from water, sewer, gas, stormwater, and other city utility infrastructure. • A minimum depth for all telecommunication lines shall be 30”. • Conduit shall match the 811-color code for communication, electric, gas etc. No blue/blue striped conduit is to be used for telecommunications. • The contractor responsible for *excavating inside right of way will be required to provide video documentation of the integrity of any sanitary sewer line (including laterals) within 3 feet of work being performed. This can be videoed prior to work being performed if locations, including depths, are clearly established by contractor, and said work is not within 3 ft of sewer mains or laterals within right of way. This does not apply to laterals on private property not “publicly maintained” (Private infrastructure). • Water, sewer, and gas mains/services must be potholed prior to bore/missile crossings. If street cuts are necessary please contact Right of Way inspector for restoration. • If sidewalk panels need to be removed, the subgrade must be compacted to the satisfaction of the ROW inspector. Cold patch asphalt shall be used as a temporary walking surface until the permanent repair can be done. • Sidewalk panels shall be a minimum of 4000 psi and be inspected within 24 hours of pouring concrete. Anything over one sidewalk panel shall be poured via concrete truck (no bag mix allowed). Horticultural • Handholes shall not be located within driplines of trees within City property, to include the right of ways, without explicit written permission from the City Horticulturalist. • Any proposed trenching shall not be within the dripline of trees. • If within tree dripline, consult the City of Fairhope Horticulturist prior to earth work. • Trees shall not be negatively impacted. • Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. • Any work done within the critical root zone shall be done to meet or exceed Internal Society Arboriculture (ISA) standards. • All roots to be removed shall be severed cleanly at the perimeter of the protected radius. • Protective barriers shall be used for all trees, barricades shall be erected a minimum of 20’ from the trunk. Erosion Control • Any ROW cuts shall be stabilized (covered) at the end of each day & disturbed areas shall be re- vegetated with sod within ten (10) days of completion of the project. Sod shall be watered to ensure survival. • Any excess soil shall be removed and disposed of properly. Dumping on private property without approval will not be tolerated. • Mulch / seed shall only be acceptable as temporary cover. • Inlets shall be protected. BMPs shall be placed at all affected storm inlets. • If the site is within 100' of a critical area (wetland, etc.), red soil/clay shall not be allowed as fill material, per the City’s Red Clay/Soil Ordinance. UR 26.02 – 167 Ettle St April 6, 2026 Page 3 of 4 • BMPs shall be installed at boring sites and trench locations. • Ground conditions in the ROW’s shall be returned to original preconstruction condition(s) or better. • No open trenches shall be allowed. Directional boring shall be used in sensitive areas, such as under roads, in proximity to trees, on finished lots, etc. Project Completion, Punch List Walk, and As-Built • The applicant shall provide as-built drawings of all installed lines depicting depths. • Damage to any City’s infrastructure (storm, sewer, water, ditches etc. shall be the responsibility of the permittee to repair to city standards at no cost to the city. • Any damage that occurs needs to be reported to the city as soon as possible. • Pedestals shall be placed in a manner as to avoid obstructing visibility of motorists and to allow vehicles to exit the roadway during an emergency.. UR 26.02 – 167 Ettle St April 6, 2026 Page 4 of 4 UTILITY REVIEW CONSIDERATIONS Standards of Review: Alabama Code Section 11-52-11 grants review authority to the Planning Commission for all proposed construction of utilities within public right-of-way. Recommendation: Staff recommends APPROVAL of UR 26.02 – 167 Ettle St Utility Review with the following conditions: 1. A pre-construction meeting shall be held with the City prior to issuance of any permits; 2. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the GIS technician for inclusion in GIS utility maps; 3. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. 4. Applicant shall contact Alabama One Call to locate all existing utilities (1000ft max per day). UR 26.03 – 818 Fairhope Ave April 6, 2026 Page 1 of 4 SUMMARY OF REQUEST Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of 27,968± LF of fiber cable at 818 Fairhope Avenue. Locator Image Excerpt from Construction Plans STAFF COMMENTS The proposed utility construction falls within the corporate limits of the City of Fairhope. Any portions of the project affecting public right-of-way (ROW) maintained by Baldwin County or the Alabama Department of Transportation (ALDOT) shall require permits through the respective agency. This site shall comply with all State, Federal and local requirements, including, but not limited to the following City of Fairhope Ordinances: 1) City of Fairhope Wetland Ordinance (#1370), which regulates activity within 20' of wetlands; 2) City of Fairhope Red Soil & Clay Ordinance (#1423), which prohibits the use of red soil / clay within 100' of critical areas; 3) City of Fairhope Erosion and Sediment Control Ordinance (#1398); and 4) Chapter 19 Article VI: ROW Construction and Administration, Ordinance (1754). Permitting, Locating, and Phasing • Subsurface Utility Engineering may be required for sensitive locations within the city as required by the ROW supervisor. • An additional right-of-way permit may be required for the potholing procedures needed for SUE. • A traffic control plan shall be submitted with all permits that affect the flow of traffic. • No work shall begin until a ROW permit is issued by the City of Fairhope Building Department. Permit not valid until approved and paid for on Citizen Serve online portal. • The City’s ROW inspector is to be notified 24 hours prior to any activity within the ROW. The prior notice applied to all activity within the ROW including but not limited to trenching, boring, concrete placement. • Hand holes/boxes shall not be allowed to be installed in sidewalks. The applicant shall review the sidewalk plan to determine if there are any conflicts. The applicant shall coordinate with the ROW inspector to resolve any conflicts. UR 26.03 – 818 Fairhope Ave April 6, 2026 Page 2 of 4 • The applicant shall contact Alabama One Call 811 to locate all existing utilities in the ROW (750 LF maximum daily allocation for COF utility locates per day). • A pre-construction meeting shall be held with the City prior to issuance of any permits. Construction • A minimum horizontal clearance (separation) of 36” must be maintained from water, sewer, gas, stormwater, and other city utility infrastructure. • A minimum depth for all telecommunication lines shall be 30”. • Conduit shall match the 811-color code for communication, electric, gas etc. No blue/blue striped conduit is to be used for telecommunications. • The contractor responsible for *excavating inside right of way will be required to provide video documentation of the integrity of any sanitary sewer line (including laterals) within 3 feet of work being performed. This can be videoed prior to work being performed if locations, including depths, are clearly established by contractor, and said work is not within 3 ft of sewer mains or laterals within right of way. This does not apply to laterals on private property not “publicly maintained” (Private infrastructure). • Water, sewer, and gas mains/services must be potholed prior to bore/missile crossings. If street cuts are necessary please contact Right of Way inspector for restoration. • If sidewalk panels need to be removed, the subgrade must be compacted to the satisfaction of the ROW inspector. Cold patch asphalt shall be used as a temporary walking surface until the permanent repair can be done. • Sidewalk panels shall be a minimum of 4000 psi and be inspected within 24 hours of pouring concrete. Anything over one sidewalk panel shall be poured via concrete truck (no bag mix allowed). Horticultural • Handholes shall not be located within driplines of trees within City property, to include the right of ways, without explicit written permission from the City Horticulturalist. • Any proposed trenching shall not be within the dripline of trees. • If within tree dripline, consult the City of Fairhope Horticulturist prior to earth work. • Trees shall not be negatively impacted. • Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. • Any work done within the critical root zone shall be done to meet or exceed Internal Society Arboriculture (ISA) standards. • All roots to be removed shall be severed cleanly at the perimeter of the protected radius. • Protective barriers shall be used for all trees, barricades shall be erected a minimum of 20’ from the trunk. Erosion Control • Any ROW cuts shall be stabilized (covered) at the end of each day & disturbed areas shall be re- vegetated with sod within ten (10) days of completion of the project. Sod shall be watered to ensure survival. • Any excess soil shall be removed and disposed of properly. Dumping on private property without approval will not be tolerated. • Mulch / seed shall only be acceptable as temporary cover. • Inlets shall be protected. BMPs shall be placed at all affected storm inlets. • If the site is within 100' of a critical area (wetland, etc.), red soil/clay shall not be allowed as fill material, per the City’s Red Clay/Soil Ordinance. UR 26.03 – 818 Fairhope Ave April 6, 2026 Page 3 of 4 • BMPs shall be installed at boring sites and trench locations. • Ground conditions in the ROW’s shall be returned to original preconstruction condition(s) or better. • No open trenches shall be allowed. Directional boring shall be used in sensitive areas, such as under roads, in proximity to trees, on finished lots, etc. Project Completion, Punch List Walk, and As-Built • The applicant shall provide as-built drawings of all installed lines depicting depths. • Damage to any City’s infrastructure (storm, sewer, water, ditches etc. shall be the responsibility of the permittee to repair to city standards at no cost to the city. • Any damage that occurs needs to be reported to the city as soon as possible. • Pedestals shall be placed in a manner as to avoid obstructing visibility of motorists and to allow vehicles to exit the roadway during an emergency.. UR 26.03 – 818 Fairhope Ave April 6, 2026 Page 4 of 4 UTILITY REVIEW CONSIDERATIONS Standards of Review: Alabama Code Section 11-52-11 grants review authority to the Planning Commission for all proposed construction of utilities within public right-of-way. Recommendation: Staff recommends APPROVAL of UR 26.03 – 818 Fairhope Ave Utility Review with the following conditions: 1. A pre-construction meeting shall be held with the City prior to issuance of any permits; 2. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the GIS technician for inclusion in GIS utility maps; 3. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. 4. Applicant shall contact Alabama One Call to locate all existing utilities (1000ft max per day). UR 26.04 -19362 CR 13 April 6, 2026 Page 1 of 4 SUMMARY OF REQUEST Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of 11,686± LF of fiber cable at 19362 County Road 13. Locator Image Excerpt from Construction Plans STAFF COMMENTS The proposed utility construction falls within the corporate limits of the City of Fairhope. Any portions of the project affecting public right-of-way (ROW) maintained by Baldwin County or the Alabama Department of Transportation (ALDOT) shall require permits through the respective agency. This site shall comply with all State, Federal and local requirements, including, but not limited to the following City of Fairhope Ordinances: 1) City of Fairhope Wetland Ordinance (#1370), which regulates activity within 20' of wetlands; 2) City of Fairhope Red Soil & Clay Ordinance (#1423), which prohibits the use of red soil / clay within 100' of critical areas; 3) City of Fairhope Erosion and Sediment Control Ordinance (#1398); and 4) Chapter 19 Article VI: ROW Construction and Administration, Ordinance (1754). Permitting, Locating, and Phasing • Subsurface Utility Engineering may be required for sensitive locations within the city as required by the ROW supervisor. • An additional right-of-way permit may be required for the potholing procedures needed for SUE. • A traffic control plan shall be submitted with all permits that affect the flow of traffic. • No work shall begin until a ROW permit is issued by the City of Fairhope Building Department. Permit not valid until approved and paid for on Citizen Serve online portal. • The City’s ROW inspector is to be notified 24 hours prior to any activity within the ROW. The prior notice applied to all activity within the ROW including but not limited to trenching, boring, concrete placement. • Hand holes/boxes shall not be allowed to be installed in sidewalks. The applicant shall review the sidewalk plan to determine if there are any conflicts. The applicant shall coordinate with the ROW inspector to resolve any conflicts. UR 26.04 -19362 CR 13 April 6, 2026 Page 2 of 4 • The applicant shall contact Alabama One Call 811 to locate all existing utilities in the ROW (750 LF maximum daily allocation for COF utility locates per day). • A pre-construction meeting shall be held with the City prior to issuance of any permits. Construction • A minimum horizontal clearance (separation) of 36” must be maintained from water, sewer, gas, stormwater, and other city utility infrastructure. • A minimum depth for all telecommunication lines shall be 30”. • Conduit shall match the 811-color code for communication, electric, gas etc. No blue/blue striped conduit is to be used for telecommunications. • The contractor responsible for *excavating inside right of way will be required to provide video documentation of the integrity of any sanitary sewer line (including laterals) within 3 feet of work being performed. This can be videoed prior to work being performed if locations, including depths, are clearly established by contractor, and said work is not within 3 ft of sewer mains or laterals within right of way. This does not apply to laterals on private property not “publicly maintained” (Private infrastructure). • Water, sewer, and gas mains/services must be potholed prior to bore/missile crossings. If street cuts are necessary please contact Right of Way inspector for restoration. • If sidewalk panels need to be removed, the subgrade must be compacted to the satisfaction of the ROW inspector. Cold patch asphalt shall be used as a temporary walking surface until the permanent repair can be done. • Sidewalk panels shall be a minimum of 4000 psi and be inspected within 24 hours of pouring concrete. Anything over one sidewalk panel shall be poured via concrete truck (no bag mix allowed). Horticultural • Handholes shall not be located within driplines of trees within City property, to include the right of ways, without explicit written permission from the City Horticulturalist. • Any proposed trenching shall not be within the dripline of trees. • If within tree dripline, consult the City of Fairhope Horticulturist prior to earth work. • Trees shall not be negatively impacted. • Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. • Any work done within the critical root zone shall be done to meet or exceed Internal Society Arboriculture (ISA) standards. • All roots to be removed shall be severed cleanly at the perimeter of the protected radius. • Protective barriers shall be used for all trees, barricades shall be erected a minimum of 20’ from the trunk. Erosion Control • Any ROW cuts shall be stabilized (covered) at the end of each day & disturbed areas shall be re- vegetated with sod within ten (10) days of completion of the project. Sod shall be watered to ensure survival. • Any excess soil shall be removed and disposed of properly. Dumping on private property without approval will not be tolerated. • Mulch / seed shall only be acceptable as temporary cover. • Inlets shall be protected. BMPs shall be placed at all affected storm inlets. • If the site is within 100' of a critical area (wetland, etc.), red soil/clay shall not be allowed as fill material, per the City’s Red Clay/Soil Ordinance. UR 26.04 -19362 CR 13 April 6, 2026 Page 3 of 4 • BMPs shall be installed at boring sites and trench locations. • Ground conditions in the ROW’s shall be returned to original preconstruction condition(s) or better. • No open trenches shall be allowed. Directional boring shall be used in sensitive areas, such as under roads, in proximity to trees, on finished lots, etc. Project Completion, Punch List Walk, and As-Built • The applicant shall provide as-built drawings of all installed lines depicting depths. • Damage to any City’s infrastructure (storm, sewer, water, ditches etc. shall be the responsibility of the permittee to repair to city standards at no cost to the city. • Any damage that occurs needs to be reported to the city as soon as possible. • Pedestals shall be placed in a manner as to avoid obstructing visibility of motorists and to allow vehicles to exit the roadway during an emergency.. UR 26.04 -19362 CR 13 April 6, 2026 Page 4 of 4 UTILITY REVIEW CONSIDERATIONS Standards of Review: Alabama Code Section 11-52-11 grants review authority to the Planning Commission for all proposed construction of utilities within public right-of-way. Recommendation: Staff recommends APPROVAL of UR 26.04 – 19362 CR 13 Utility Review with the following conditions: 1. A pre-construction meeting shall be held with the City prior to issuance of any permits; 2. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the GIS technician for inclusion in GIS utility maps; 3. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. 4. Applicant shall contact Alabama One Call to locate all existing utilities (1000ft max per day). City of Fairhope Planning Commission April 6, 2026 The following is a proposed amendment to change and alter the City of Fairhope Zoning Ordinance. The Planning Commission will review the proposed language and take one of the following actions: a) Recommend approval to the City Council; b) Recommend approval to the City Council, conditioned on specific revisions; c) Recommend denial to the City Council; or d) Continue discussion of the proposed amendments for further study. Any zoning amendment must be approved by the City Council. During the Planning Commission Hearing, as well as the City Council Hearing, all persons shall have an opportunity to be heard in opposition to or in favor of the proposed amendment. Comments may also be emailed to planning@fairhopeal.gov. Executive Summary of Amendment(s) There seems to be a consensus that current policy regulating building height could be improved. The reasons for which vary, but some say they are confusing, expensive to determine, definitions are unclear, while others are concerned with the end results. Opinions about potential solutions vary more than the reasons for concern. Staff originally advertised for a public hearing as required by State codes, but with all things considered, would prefer the agenda item for the April 6 Planning Commission meeting to be discussion driven. To this end, Staff will not propose formal language for the Planning Commission during the April meeting, instead we will present the concerns, along with potential solutions and invite discussion of those items. The Planning Commission must take formal action, but Staff recommends action item (d) above, “Continue discussion of the proposed amendments for further study”. Prior to proposing specific amendments Staff recommends we readvertise, publish exact amendments prior to the meeting, and hold an additional public hearing at a future Planning Commission meeting. ZC 26.01 Zoning Amendment Page 5 of 10 APPLICATION FOR SUBDIVISION PLAT APPROVAL Application Type: Village Subdivision Minor Subdivision Informal (No Fee) Preliminary Plat Final Plat Multiple Occupancy Project Attachments: Articles of Incorporation or List all associated investors Date of Application: ______________________ Property Owner / Leaseholder Information Name of Property Owner: _______________________Phone Number: ___________ Address of Property Owner: ________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Proposed Subdivision Name: ________________________________________________ No. Acres in Plat: _______________________ No. Lots/Units: ___________________ Parcel No: _______________________________ Current Zoning: ___________________ Authorized Agent Information Plat must be signed by the property owner before acceptance by the City of Fairhope Name of Authorized Agent: ______________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ Surveyor/Engineer Information Name of Firm: __________________________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ Plat Fee Calculation: Reference: Ordinance 1269 Signatures: I certify that I am the property owner/leaseholder of the above described property and hereby submit this plat to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this application. ___________________________________________ ___________________________________________ Property Owner/Leaseholder Printed Name Signature ___________________________________________ ___________________________________________ Date Fairhope Single Tax Corp. (If Applicable) 11/25/25 Ross Wilson 251-615-1171 2101 Pine Crest Drive Vestavia AL 35216 Geographic Consulting, LLC 251-458-5588 11111 US Hwy 31, Suite A Spanish Fort Alabama 36527 Catherine Clark Geographic Consulting, LLC 251-458-5588 11111 US Hwy 31, Suite A Spanish Fort Alabama 36527 Catherine Clark Ross Wilson 4 Docusign Envelope ID: B6A074F2-FBAC-404D-B4C4-A8A3FC446962 11/25/2025 SD 26.07 150 N Section (MOP) April 6, 2026 1 SUMMARY OF REQUEST Public hearing to consider the request of the Applicant, Geographic Consulting, LLC, on behalf of the Owner, Ross Wilson, for Preliminary Plat approval of 150 N Section, a 3-unit Multiple Occupancy Project on property zoned B-2, General Business District. The property is located at 150 North Section Street and is 0.18± acres. PPIN #: 15235 SITE HISTORY No previous Planning Cases were found for this existing development. STAFF COMMENTS The purpose of this request is to create three units in an existing building which only includes interior renovations. Subject property is located within the CBD. Fairhope Utilities for Electric, Water, Sewer, and Gas will serve the site. Utilities Utility service providers for the subject site include Fairhope Utilities for electric, water, sewer, and gas, as well as AT&T for communications. Water and sewer connections will be subject to all applicable tap fees and system development charges (SDCs), and any required infrastructure improvements will be the developer’s responsibility. Electric and Gas are available subject to ATC’s and other applicable fees. Traffic A Traffic Verification letter was submitted with the application and is attached to this packet. As proposed the three units do not trigger a full traffic study. Drainage The building footprint is not changing nor is there any impervious area being added. The existing drainage flows into the City’s drainage system. Tree & Landscaping The building is built to the property line. A 6’ wooden fence will be constructed to screen the A/C Units and mechanical equipment. SUBDIVISION CONSIDERATIONS Standards of Review: In accordance with Article V.B.2 of the City of Fairhope Subdivision Regulations the Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; SD 26.07 150 N Section (MOP) April 6, 2026 2 Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; The proposed subdivision is not consistent with these Regulations; The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or e) The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” Recommendation: Staff recommends APPROVAL of SD 26.07 150 N Section MOP Preliminary/Final. G-101 DRAWING INDEX G-101 WITH VICINITY MAP COVER SHEET COVER PAGE , DRAWING INDEX BCS1 BUILDING CODE SUMMARY LSP1 LIFE SAFETY FLOOR PLANS Fairhope, AL. Project Number: Sheet No. Drawn By: Checked By: Date: PCD July 25th, 2025 2025.27 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 15 0 N . S e c t i o n S t r e e t TEH Fa i r h o p e , A L . In t e r i o r a n d E x t e r i o r R e n o v a t i o n s ARCHITECTURAL D-101 DEMO FLOOR PLAN A-101 FLOOR PLAN AND NOTES A-401 ENLARGED FLOOR PLAN WITHINTERIOR ELEVATIONS AND NOTES 150 N. Section Street A-501 HEAD, JAMB AND SILL DETAILS Interior and Exterior Renovations A-102 REFLECTED CEILING FLOOR PLAN A-201 EXTERIOR ELEVATIONSWITH DOOR AND WINDOW TYPES AND WALL TYPES STRUCTURAL S1.0 RENOVATION PLAN 2509 COMMERCIAL PARK DR. Mobile, AL 36606 (251) 450-3757 61 ST. JOSEPH STREET Mobile, AL 36602 (251) 402-1364 40680 STATE HWY 59 BAY MINETTE,, AL 36507 (251) 937-6313 ELECTRICAL E1.0 ELECTRICAL LEGEND AND NOTES E1.1 ELECTRICAL LIGHTING PLAN E2.1 ELECTRICAL POWER PLAN E3.0 ELECTRICAL DETAILS, RISERS MECHANICAL M-100 HVAC NOTES M-200 HVAC DEMO PLAN M-201 HVAC NEW WORK PLAN M-300 HVAC DETAILS PLUMBING P-100 PLUMBING NOTES P-200 PLUMBING DEMO PLAN P-201 PLUMBING NEW WORK PLAN P-300 SANITARY WASTE PLAN 61 ST. JOSEPH STREET Mobile, AL 36602 (251) 402-1364 P-301 SANITARY WASTE RISER P-400 PLUMBING DETAILS M-301 HVAC DETAILS Project Number: Sheet No. Drawn By: Checked By: Date: PCD July 25th, 2025 2025.27 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 15 0 N . S e c t i o n S t r e e t TEH Fa i r h o p e , A L . In t e r i o r a n d E x t e r i o r R e n o v a t i o n s D-101 A D-101 SCALE: 1/4"=1'-0" DEMO FLOOR PLAN DEMO FLOOR PLAN LEGEND LSP1 A LSP1 SCALE: 1/8"=1'-0" LIFE SAFETY FLOOR PLAN Project Number: Sheet No. Drawn By: Checked By: Date: PCD July 25th, 2025 2025.27 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 15 0 N . S e c t i o n S t r e e t TEH Fa i r h o p e , A L . In t e r i o r a n d E x t e r i o r R e n o v a t i o n s TOTAL HEATED AND COOLED 5,836 S.F. LIFE SAFETY CODE LEGEND OCCUPANT LOAD Project Number: Sheet No. Drawn By: Checked By: Date: PCD July 25th, 2025 2025.27 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 15 0 N . S e c t i o n S t r e e t TEH Fa i r h o p e , A L . In t e r i o r a n d E x t e r i o r R e n o v a t i o n s A-101 A A-101 SCALE: 1/4"=1'-0" FLOOR PLAN Project Number: Sheet No. Drawn By: Checked By: Date: PCD July 25th, 2025 2025.27 756 Saint Louis Street Mobile, Alabama 36602 (251) 432-3480 15 0 N . S e c t i o n S t r e e t TEH Fa i r h o p e , A L . In t e r i o r a n d E x t e r i o r R e n o v a t i o n s A-202 A A-202 SCALE: 1/4"=1'-0" FRONT EXTERIOR ELEVATION B A-202 SCALE: 1/4"=1'-0" RIGHT SIDE EXTERIOR ELEVATION GENERAL NOTE: ALL FOUR EXTERIOR SIDES OF THE BUILDING WILL RECEIVE NEW STUCCO. SCALE: 1/4" = 1'-0" SC A L E : 1 / 4 " = 1 ' - 0 " E2 . 11 EL E C T R I C A L P O W E R P L A N KE Y N O T E S ( T H I S S H E E T O N L Y ) E2 . 1 EL E C T R I C A L PO W E R PL A N Pr o j e c t N u m b e r : Sh e e t N o . Dr a w n B y : Ch e c k e d B y : Da t e : GW S Se p t . 2 2 t h , 2 0 2 5 20 2 5 . 2 7 75 6 S a i n t L o u i s S t r e e t Mo b i l e , A l a b a m a 3 6 6 0 2 (2 5 1 ) 4 3 2 - 3 4 8 0 150 N. Section Street GW S Fairhope, AL. Interior and Exterior Renovations 9/ 2 6 / 2 5 ST E W A R T E N G I N E E R I N G AN D C O N S T R U C T I O N 40 6 8 0 S T A T E H W Y 5 9 BA Y M I N E T T E , A L A B A M A 3 6 5 0 7 (2 5 1 ) - 9 3 7 - 6 3 1 3 ( 2 5 1 ) - 9 3 7 - 1 7 8 2 F a x ws t e w a r t @ s t e w a r t e n g i n e e r i n g . n e t 11111 US Highway 31, Suite A, Spanish Fort, AL 36527 (251) 458-5588 February 6, 2026 Mike JeAries City of Fairhope Development Services Manager 555 S. Section Street Fairhope, Alabama 36532 RE: TraAic Impact Study Determination Project: 150 N. Section Street - Interior Renovations Fairhope, Alabama To Whom It May Concern, This letter has been prepared to determine whether the proposed renovations to the existing commercial building located at 150 N. Section Street in Fairhope, Alabama require a Tra Aic Impact Study in accordance with the City of Fairhope Subdivision Regulations. The proposed project consists of renovations to an existing commercial building totaling approximately 5,836 square feet. The scope of work includes interior improvements, upgrades to building systems, and exterior façade improvements. The project does not include an expansion of the building footprint, an increase in gross floor area, modifications to the existing site access or parking layout, or a change in the building’s land use classification. The total conditioned building area is approximately 5,836 square feet. The City of Fairhope Subdivision Regulations (TraAic Impact Study provisions under Site Plan Review) state that a TraAic Impact Study shall be required for all applications that will generate an average daily traAic (ADT) count of 1,000 trips or more, or which will generate 50 trips or more during any peak hour period, based on Institute of Transportation Engineers (ITE) Trip Generation methodology, unless otherwise waived by the City Engineer. Because the proposed project is limited to renovations of an existing structure and does not increase the building size or intensity of use, the project will not generate additional traAic beyond the traAic currently associated with the site. Therefore, the net new trip generation associated with the renovation is zero trips. For reference, typical ITE trip generation rates for a commercial building of this size are summarized below. 11111 US Highway 31, Suite A, Spanish Fort, AL 36527 (251) 458-5588 Estimated Trip Generation using building size of 5,836 SF ITE Code Land Use Period SF) Trips 712 Small Office Building Daily (ADT) 9.74 57 AM Peak Hour 1.17 7 PM Peak Hour 1.15 7 826 Retail Daily (ADT) 36.13 211 AM Peak Hour 2.38 14 PM Peak Hour 5.81 34 Even if the building were evaluated as new development, the estimated peak-hour trips would remain below the 50 peak-hour trip threshold, and the estimated daily tra Aic would remain below the 1,000 ADT threshold identified in the City of Fairhope Subdivision Regulations for requiring a TraAic Impact Study. Based on the scope of work and the absence of any increase in building area, change in land use, or modification to site access or circulation, the proposed renovations will not generate additional traAic demand and therefore do not meet the thresholds requiring a TraAic Impact Study under the City of Fairhope Subdivision Regulations. This determination was prepared using generally accepted tra Aic engineering practices. Please contact our oAice if additional information is needed. Sincerely, Catherine Clark, P.E. Principal Geographic Consulting, LLC 251-458-5588 catherine@geo-consultllc.com - Null LLC Cert of Formation - 11/2021 Page 1 of 2 STATE OF ALABAMA DOMESTIC LIMITED LIABILITY COMPANY (LLC) CERTIFICATE OF FORMATION PURPOSE: In order to form a Limited Liability Company (LLC) under Section 10A-5A-2.01 of the Code of Alabama 1975, this Certificate of Formation and the appropriate filing fees must be filed with the Office of the Secretary of State. The information required in this form is required by Title 10A. 1. The name of the limited liability company (must contain the words “Limited Liability Company” or the abbreviation “L.L.C.” or “LLC,” and comply with Code of Alabama, Section 10A-1-5.06. You may use Professional or Series before Limited Liability Company or LLC (or PLLC or SLLC) if they apply: 2.A copy of the Name Reservation Certificate from the Office of the Secretary of State must be attached. 3. The name of the registered agent (only one agent): Street (no PO Boxes) address of registered office (must be located in Alabama): *COUNTY of above address: Mailing address in Alabama of registered office (if different from street address): 4.The undersigned certify that there is at least one member of the limited liability company. RW LLC David Ryan Alabama Sec. Of State 001-044-188 DLL Date 10/12/2022 Time 11:20:00 File $100.00 County $100.00 ------- Total $200.00 71 N. Section Street, Suite B Fairhope, AL 36532 BALDWIN DOMESTIC LIMITED LIABILITY COMPANY (LLC) CERTIFICATE OF FORMATION LLC Cert of Formation – 11/2021 Page 2 of 2 5.Check only if the type applies to the Limited Liability Company being formed: Series LLC complying with Title 10A, Chapter 5A, Article 11 Professional LLC complying with Title 10A, Chapter 5A, Article 8 Non-Profit LLC complying with Section 10A-5A-1.04(c) 6.The filing of the limited liability company is effective immediately on the date received by the office of the Secretary of State, Business Services Division or at the delayed filing date (cannot be prior to the filing date) specified in this filing complying with Section 10A-1-4.12 The undersigned specify / / as the effective date (must be on or after the date filed in the office of the Secretary of State, but no later than the 90th day after the date this instrument was signed) and the time of filing to be : AM or PM. (cannot be noon or midnight – 12:00) Attached are any other matters the members determine to include herein (if this item is checked there must be attachments with the filing). Date (MM/DD/YYYY) Signature as required by 10A-5A-2.04 Typed title (organizer or attorney-in-fact) *County of Registered Agent is requested in order to determine distribution of County filing fees. 10 12 2022 11 20 10 //12 2022 Member David Ryan Additional Details Organizers Organizer Street Address Mailing Address David Ryan 71 N. Section Street, Suite B Fairhope, AL 36532 71 N. Section Street, Suite B Fairhope, AL 36532 John H. Merrill Secretary of State P.O. Box 5616 Montgomery, AL 36103-5616 I, John H. Merrill, Secretary of State of Alabama, having custody of the Great and Principal Seal of said State, do hereby certify that pursuant to the provisions of Title 10A, Chapter 1, Article 5, Code of Alabama 1975, and upon an examination of the entity records on file in this office, the following entity name is reserved as available: RW LLC This name reservation is for the exclusive use of David Ryan, 71 N. Section Street, Suite B , Fairhope, AL 36532 for a period of one year beginning April 08, 2022 and expiring April 08, 2023 In Testimony Whereof, I have hereunto set my hand and affixed the Great Seal of the State, at the Capitol, in the city of Montgomery, on this day. April 08, 2022 Date RES015531 John H. Merrill Secretary of State SD 26.09 Vatan Mixed Use Development April 6, 2026 Page 1 of 6 SUMMARY OF REQUEST Public hearing to consider the request of the Applicant, SE Civil, LLC, on behalf of the Owner, FST RW, LLC, for Preliminary and Final Plat approval of Vatan Mixed Use Development, a 9-unit Multiple Occupancy Project on property zoned B-2, General Business District. The property is located at 301 Magnolia Avenue and is 0.5± acres. SITE HISTORY The Board of Adjustments approved BOA 23.02 for the use on April 17, 2023. Planning Commission approved SD 23.26 (MOP) at its October 2, 2023, meeting with conditions. Per Article IV, Section C(6)(b) of the Subdivision Regulations a final plat must be submitted within two (2) years or less after preliminary approval and if it is not then the “preliminary plat shall be null, void and of no force or effect.” City Council approved SR 23.05 at its October 23, 2023, meeting with conditions. LND25-000083 was issued on April 21, 2025. Approval of SD 23.26 expired on October 2, 2025. A building permit (RES26-000106) for Unit 3 was applied for on January 26, 2026. Said building permit has not been approved. STAFF COMMENTS There are differences between SD 23.36 (and SR 23.05) and the current application. In summary, the number of units has not changed. The overall “Building (under roof)” square footage increased 2,213 sf (from 10,487 sf to 12,700sf or from 46.15% to 55.77%). Most likely due to adding sf to the upper floors of units. Impervious pavement amounts decreased from 0.18 acres (34.62%) to 0.12 acres (23.08%). The configuration and numbering of the units has also changed, but not significantly enough to warrant a new Site Plan Review. Prior approval of this MOP has expired; however, the conditions of approval for the prior MOP application are still applicable. The NOA for SD 23.26 is within the agenda packet. Most of the conditions have been satisfied; however, #1 on the list is to be determined. That condition is: Developer shall coordinate the installation of the sidewalks with the Public Works Department to minimize disturbance to the existing trees in the ROWs at the time of building permit. Prior review and discussions regarding preserving the Heritage Trees within the ROW were very extensive and at that time thought to be the best method going forward. The previous MOP (and Site Plan) was approved with portions of the sidewalks along N. Church Street and Magnolia Avenue reduced to six (6) feet, which is allowed within the CBD per Article V, Section B(4)(e). See below. Currently, there is concern about the viability of the trees on both Magnolia Avenue and N. Church Street. More discussion within the Tree & Landscaping section of this report. SD 26.09 Vatan Mixed Use Development April 6, 2026 Page 2 of 6 Utilities Fairhope is providing all of the utilities and there are Utility As-Builts within the packet. Test results are also included within the packet. Any easements required for utilities shall be provided prior to the issuance of any certificates of occupancy. Traffic A traffic study is not necessary for this project. Drainage The terrain of the site falls from east to west with elevations ranging. Runoff flows westward across the surface of the site and enters the N. Church Street ROW where it enters City storm sewer lines through inlets located along N. Church Street. Runoff will be directed to a series of area drains and drop inlets located along N. Church Street. The underground storm pipes will carry the runoff to an existing City inlet on the east side of N. Church Street near the Magnolia Avenue intersection where it will continue through Fairhope’s storm sewer network. Retention facilities are not required for this development. An HOA will be formed that will be required to maintain any and all stormwater facilities and structures located outside of the publicly accepted ROW. Submitted plans have been approved. Tree & Landscaping The landscape plan has been updated to reflect the new configurations of the site and units. The landscaped area increased from SD 23.26 when it was 0.10 acres or 19.23% to 0.11 acres or 21.15% in the proposed landscape package. The updated landscape plan was sent to the city horticulturist on March 23, 2026. There is missing information on the Plant Schedule that SE Civil was made aware of on March 26, 2026 (i.e. height at time of planting). Landscaping is set to be installed in Phase 1C. As aforementioned, eight (8) and six (6) foot sidewalks and/or pavers were previously approved for this site by City Council. It was deemed that the reduced six (6) feet stretches of sidewalk and/or pavers would better preserve the six (6) Heritage Trees within the ROWs with the understanding that once the site starts getting developed there may need to be adjustments. During the review process for this MOP application Ickes Tree Service submitted the Vatan Sidewalk Assessment dated March 18, 2026, in response to three (3) options regarding the sidewalks and trees. The options are the following: no sidewalk, a paver sidewalk, and an ADA compliant sidewalk (3 ft in width). In summary, Ickes Tree Service states: “The best option is to not install a sidewalk at the corner of Magnolia Avenue or along Church Street for the health of the Heritage Trees.” Then the assessment goes on to state that the paver sidewalk option will have a “significant impact” on the Heritage Trees; the ADA compliant sidewalk will have “moderate impact” on the Heritage Trees. Poured concrete is preferable over pavers because poured concrete will “present a lower risk to the health and integrity of the Heritage Trees…;however, the construction of the sidewalk will cause stress to the trees.” The full assessment is included in the packet. The Assessment was sent to the Tree Committee for comment. Joshua Gammon, City Council, Place 2, and a member of the Tree Committee is not in favor of removing the sidewalks and suggests stamped concrete that mimics pavers in a March 28 email (included in packet). Will Mastin, City Horticulturist, agrees with Ickes Sidewalk assessment and is not in favor of sidewalks at all due to the potential long-term strain on the trees. If it is determined that not installing sidewalks or installing sidewalks that are less width than the previously approved 6 foot sidewalks in the 2023 Site Plan (SR 23.05) is in the best interests of the trees and the project then another review by City Council of the Site Plan is warranted. SD 26.09 Vatan Mixed Use Development April 6, 2026 Page 3 of 6 Phasing Plan Phase 1A is already complete. Phase 1B is underway as a , no more than five (5) buildings will be issued a certificate The “Landscaped Amenity Area” is a priority in this project for the city. It is a popular and very visible corner that of vertical construction, and limitations of certifi- acceptable. The same applies to the installation ese self-serving limitations shall be stricken from the MOP Phasing Narrative. SD 26.09 Vatan Mixed Use Development April 6, 2026 Page 4 of 6 SUBDIVISION CONSIDERATIONS Standards of Review: In accordance with Article V.B.2 of the City of Fairhope Subdivision Regulations the Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a) The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; b) The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; c) The proposed subdivision is not consistent with these Regulations; d) The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or e) The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” Recommendation: Staff recommends APPROVAL of SD 26.09 Vatan Mixed Use Development MOP Preliminary and Final Plat with the following conditions: 1. Due to the circumstances of required sidewalks, the City’s desire to protect Heritage tress, and requirements of the City’s Zoning Ordinance, the Site Plan shall be reviewed by the City Council as the final authority to determine a solution for any sidewalks that may conflict with Heritage Trees. Final approval of this MOP is contingent on the approval of a revised Site Plan that shall be approved by the City Council; 2. Developer shall coordinate the installation of the sidewalks, if any, with the Public Works Department to minimize disturbance to the existing trees in the ROWs; 3. Update Plant Schedule on landscape plan to reflect the height of the plants at time of planting; 4. Provide compliant sign and sign lighting plan pursuant to a note on the landscape plan; 5. Provide spot elevations for the building corners, along with building elevations, for each unit with the building permit application for that particular unit to confirm building height; and 6. Provide a Hold-Harmless agreement for the elevated staircases proposed in the ROW. EXHIBITS SD 26.09 Vatan Mixed Use Development April 6, 2026 Page 5 of 6 Excerpt from Table 3-2: Dimension Table – Lots and Principle Structure Dimension District or Use Per Acre (UPA) Setback Setback Setback Setback All Structures Height B-2 None/ -none 20’ d none f none e 30’ l a. Structure may exceed the building height provided the lot width is increased by 10 feet for each additional foot in height. b. Where a driveway is in the side, and extends past the front of the principle structure, the side setback shall be 15’. Driveways shall not be within 3 feet of the side lot line. The area between the side lot line and driveway shall be vegetated and remain pervious. c. End units shall have a minimum side yard of 10’. d. Where a lot abuts residential property on both sides, the front setback shall be in line with adjacent structures. e. Where a lot abuts residential property, the side setback shall be 10’. f. Where a lot abuts residential property to the rear, the rear setback shall be 20’ g. In the case of existing adjacent establishments, the setback shall be the average within 100 feet on either side of the proposed structure. h. Where a side or rear lot abuts residential districts, the setbacks shall be determined on an individual basis. i. R-6 Districts may be larger than 5 acres provided they meet all the special design requirements of Article V., Section D.5. j. Individual lots in the R-3 TH district may be as small as 2,400 square feet, however each unit must have a minimum of 3,600 square feet made up of lot area and common or public open space according to the standards in Article III, Section D.2. k. Central Business District 40’. l. A building located in any commercial zone may have a height of 35’ if it contains both residential and commercial space. The residential use must make up at least 33% of the total area of the building and be located on the second and/or third floor and retail or office space must be located on ground and/or second floor. (See Site Plan Review Article II, Section C, Sub-section 2 – Site Plan, for approval procedures) CBD Overlay District: This district is intended to preserve downtown Fairhope as the regional village center and as the focal point of the City, in accordance with the comprehensive plan. The district encourages infill development, including shopping, restaurant and entertainment, cultural and artistic institutions, offices, government functions, and residential uses, provided it creates a pedestrian oriented atmosphere and is consistent with the historic fabric of downtown. EXHIBITS SD 26.09 Vatan Mixed Use Development April 6, 2026 Page 6 of 6 Preliminary and Final Plat PROPOSED SITE IMPROVEMENT PLANS TABLE OF CONTENTS C02 COVER SITE PLAN GRADING & DRAINAGE PLAN for CONTACTS Vatan Mixed Use Development C01 C03 C04 UTILITY PLAN GAS DEPARTMENT WATER & SEWER DEPARTMENTBUILDING DEPARTMENT CITY OF FAIRHOPE MR. ERIK CORTINAS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-990-0141 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 301 Magnolia Avenue C05 C06 CONSTRUCTION DETAILS R Know what's below. before you dig.Call C07 EROSION & SEDIMENT CONTROL PLAN LEGAL DESCRIPTION ELECTRICAL DEPARTMENT CITY OF FAIRHOPE MR. BEN PATTERSON 555 SOUTH SECTION ST. FAIRHOPE, ALABAMA 36532 251-928-8003 Fairhope, Alabama 36532 Developer: RW LLC 71 N Section St. Fairhope, AL 36532 PLANNING/ZONING DEPARTMENT ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 51064, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope Municipal Code and to all other rules, regulations, laws, and ordinances applicable to my design. Project Engineer March 18, 2026 Name of Project to which this Certificate Applies: Vatan Mixed Use Development. Plans which are certified consist of Pages Cover Sheet thru Sheet C10. VICINITY MAP N.T.S. SECTION 37, TOWNSHIP 6 SOUTH, RANGE 2 EAST BALDWIN COUNTY, ALABAMA C08 SITE PUBLIC WORKS DEPARTMENT CITY OF FAIRHOPE MR. RICHARD JOHNSON 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 PEDESTRIAN CIRCULATION PLAN D01 DEMOLITION & TREE PROTECTION PLAN Civil Engineering& Surveying 9969 Windmill RoadFairhope, AL 36532251-990-6566 CITY OF FAIRHOPE MR. HUNTER SIMMONS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-2136 CITY OF FAIRHOPE MR. WES BOYETT 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 CITY OF FAIRHOPE MR. DARYL MOREFIELD 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 ALTA SURVEY REVISIONS: NO.REVISIONDATE APPR. REVISIONS 0 ISSUED FOR CONSTRUCTION6/9/2025 DRL CONSTRUCTION DETAILSC09 CONSTRUCTION DETAILSC10 ISSUED FOR CONSTRUCTION "Beginning at the Southwest corner of Lot one (1), Block six (6), Division one (1) of the lands of the Fairhope Single Tax Corporation in the City of Fairhope, Alabama, as per map or plat thereof recorded September 13, 1911, in Miscellaneous Book 1, Pages 320 through 321, in the records in the Office of the Judge of Probate, Baldwin County, Alabama, run East 140 feet along South line of Block 6, to a point; thence run North 160 feet to a point; thence run West 140 feet to a point on the West line of said Block; thence run South 160 feet along West line of Block 6 to the Point of Beginning; Parcel lies in Fractional Section 18, Township 6 South, Range 2 East, Baldwin County, Alabama." DESCRIPTION COPIED FROM SCHEDULE A OF OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; ISSUING AGENT: FAIRHOPE TITLE SERVICES, LLC., COMMITMENT NO. VX937666 BEGINNING AT A ONE-HALF INCH IRON PIPE FOUND AT THE SOUTHWEST CORNER OF LOT ONE, BLOCK SIX, DIVISION ONE OF THE LANDS OF THE FAIRHOPE SINGLE TAX CORPORATION IN THE CITY OF FAIRHOPE, ALABAMA AS PER MAP OR PLAT THEREOF RECORDED SEPTEMBER 13, 1911 IN MISCELLANEOUS BOOK 1, PAGE 320 THROUGH 321, IN THE RECORDS IN THE OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA AND RUN THENCE SOUTH 89 DEGREES 33 MINUTES 52 SECONDS EAST, ALONG THE NORTH RIGHT-OF-WAY OF MAGNOLIA AVENUE, A DISTANCE OF 141.12 FEET TO A THREE-QUARTER INCH CRIMP TOP IRON PIPE FOUND; THENCE DEPARTING SAID NORTH RIGHT-OF-WAY, RUN NORTH 00 DEGREES 12 MINUTES 55 SECONDS EAST, A DISTANCE OF 160.00 FEET; THENCE RUN NORTH 89 DEGREES 45 MINUTES 37 SECONDS WEST, A DISTANCE OF 140.04 FEET TO A ONE INCH IRON PIPE FOUND ON THE EAST RIGHT-OF-WAY OF CHURCH STREET; THENCE RUN SOUTH 00 DEGREES 36 MINUTES 19 SECONDS WEST, ALONG SAID EAST RIGHT-OF-WAY, A DISTANCE OF 159.52 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 0.52 ACRES, MORE OR LESS. (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY & DESCRIBES THE SAME PROPERTY IDENTIFIED IN OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. VX937666) SURVEYED LEGAL DESCRIPTION: 1 PRELIM/FINAL MOP2/23/2026 DRL 2 AMENITY AREA PATH3/18/2026 DRL Civil RW, LLC (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering& Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED 11 20231216 20231216 1"=20' CHKD. JAF DRAWN RDC ALTA/NSPS LAND B AAMALA HL D E.DIEDAVI LEGEND: TITLE SURVEY N 00 20 40 20 SCALE 10 SURVEYOR'S NOTES: MAGNOLIA AVENUE 66 FT. R/W (PUBLIC) CH U R C H S T R E E T 6 6 F T . R / W ( P U B L I C ) FLOOD STATEMENT 0.52 AC. ± BUILDING SETBACKS (See City of Fairhope Zoning Ordinance for any additional zoning information) P.O.B. TABLE A REQUIREMENTS Item 1 - Monuments found or placed at all corners as shown hereon Item 2 - Address of Property - 301 Magnolia Avenue, Fairhope, AL 36532 Item 3 - Flood Zone Classification - Shown hereon Item 4 - Gross Land Area - 0.52 acres± Item 5 - Vertical relief from ground survey. Contours are displayed at a 1 foot interval and are referenced to NAVD 88 datum. Item 7(a) - Exterior Footprint - Shown hereon Item 8 - Substantial Features - Shown hereon Item 10 - Location of certain division or party walls to adjoining property- None found Item 11(b) - Markings Coordinated by Surveyor Item 13 - Adjoining Owners shown hereon Item 16 - There is no observed evidence of recent street or sidewalk construction or repairs. Item 17 - No changes to street right-of-ways and there is no observed evidence of recent street or sidewalk construction or repairs. Item 18 - There is no observed evidence of offsite easements or servitudes. DESCRIPTION COPIED FROM SCHEDULE A OF OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; ISSUING AGENT: FAIRHOPE TITLE SERVICES, LLC., COMMITMENT NO. VX937666 SCHEDULE B II - EXCEPTIONS NOT A SURVEY ITEM NOT A SURVEY ITEM NOT A SURVEY ITEM NOT ASURVEY ITEM SHOWN HEREON, IF ANY NONE FOUNDNONE OBSERVEDNOT A SURVEY ITEM NOT A SURVEY ITEM SHOWN HEREON NOT A SURVEY ITEM NOT A SURVEY ITEMNOT A SURVEY ITEM NOT A SURVEY ITEM NOT A SURVEY ITEM SURVEYED LEGAL DESCRIPTION: X X XXXXX 1/2"CRF 3/4"CTIF 36" LIVE OAK 48" LIVE OAK 30" LIVE OAK 26" LIVE OAK 24" LIVE OAK 24" LIVE OAK 1/2"OEPF 1"OEPF SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS TBM 1/2"CRS N=190984.279 E=1841188.743 EL=109.35' (SE CIVIL) (4' PRM) MAGNOLIA AVENUE 66 FT. R/W (PUBLIC) CH U R C H S T R E E T 6 6 F T . R / W ( P U B L I C ) EXISTING BUILDING EXISTING BUILDING LOT A2 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND TURNER INSTRUMENT NO. 1807835 COMMON AREA 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) LOT B 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND SOSNOWCHIK INSTRUMENT NO. 1805011 COMMON AREA 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) LO T 3 RE P L A T O F L O T 1 W O O D C H U R C H SU B D I V I S I O N (S L I D E 2 4 6 2 - A ) FS T A N D 4 1 2 F A I R H O P E L L C IN S T R U M E N T N O . 1 9 7 7 3 9 8 RIM:101.2' INV:98.1' OHP OHP OHP OH P OH P OH P OH P OH P OH P OH P OH P OH P 15"RCP15"RCP 18 " R C P 18"RCP G W W W W W W W W W W W W W W W G G G G G G G G G G G G G W W W W W W W W W W W W W W W W ED G E O F P A V E M E N T GGGG W EDGE OF PAVEMENT 15 " C M P G G G G G G G G G G G G G G G G G G G G G G G OHP OHP OHP OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP OHP OHP 2 RESIDENCE BRICK/VINYL ONE STORY PORCH PA R A P E T W A L L WALL WA L L 3 3 3 4 36"(STUMP) 40"(STUMP) 11 1 11 010 910 8 10 710 6 10 510 4 10 3 102 101 100 101 100 99 98 97 96 95 96 97 98 99 10 0 10 1 10 2 10 4 10 5 11 0 109 10 8 107 10 6 105 10 410 3 10 2 10099 5 5 FENCE ONLINE FENCE 0.2' N RIM:100.4' INV:97.1'(15") INV:96.5'(18") RIM:101.8' THROAT:100.9' RIM:99.7' INV:91.0' RIM:95.6' INV:89.6' RIM:101.3' INV:93.0' RIM:101.47' INV:94.9' RIM:103.7' INV:97.3' SS VALLEY CURB TO REMAIN 48" TP TPTP TP TP TP TP TP TP 1 AS P H A L T D R I V E 1 RAM P 1 1 CO N C R E T E D R I V E CO N C R E T E 1 ASPHAL T D R I V E 1 6 6 6 EX. FENCE TO REMAIN EX. FENCE TO REMAIN RIM:99.7' INV:97.4'(15") INV:96.0'(18"IN) INV:91.5'(18"OUT) TP TP TP TP TP TP TP TP TP TP TP TP TP TP TPTPTP TP TP TP TP TP 7 8 8 SAWCUT ALONG EDGE OF ASPHALT (±35 LF) TO CREATE CLEAN EDGE FOR CONCRETE REMOVAL & CURB CONSTRUCTION SAWCUT ALONG EDGE OF ASPHALT (±33 LF) TO CREATE CLEAN EDGE FOR CONCRETE REMOVAL & CURB CONSTRUCTION SAWCUT ALONG EDGE OF ASPHALT (±33 LF) TO CREATE CLEAN EDGE FOR CONCRETE REMOVAL & CURB CONSTRUCTION VALVE AND HYDRANT TO BE RELOCATED OUTSIDE PROPOSED SIDEWALK. SEE UTILITY PLAN. 400 5 10 20 10 SCALE SHEETD01 20231216 DRL DRAWN DATE SCALE JOB No. 2/23/26 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call DE M O L I T I O N & T R E E PR O T E C T I O N P L A N 40" STUMP TREE REMOVAL NOTES TREE REMOVAL LEGEND REMOVAL X TREE PROTECTION FENCE TP TREE REMOVAL TYPE 36" STUMP 1 QTY 1 DEMOLITION LEGEND PIPE REMOVAL REMOVAL - ASPHALT ASPHALT SAWCUT REMOVE PAVING AND BASE MATERIAL IN THE EXISTING DRIVEWAY1 DEMOLITION SYMBOLS INSTALL PERIMETER SEDIMENT BARRIERS AND TREE PROTECTION PRIOR TO DEMOLITION. OBTAIN ALL PERMITS FROM STATE AND LOCAL AUTHORITIES PRIOR TO THE DEMOLITION AND REMOVAL OF ANY STRUCTURES, TREES, PAVING, OR INFRASTRUCTURE. ALL DEBRIS, STRUCTURES, INFRASTRUCTURE, PIPES, POLES, CABLE, PAVING, AND ANY OTHER MATERIAL SHALL BE DISPOSED OF OFF-SITE AT A PERMITTED FACILITY. CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR DRIVE ENTRANCES AND SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN THE CONTRACTOR'S CONTRACT WITH THE OWNER. ON-SITE BURIAL/DISPOSAL OF CONSTRUCTION AND DEMOLITION (C&D) WASTE IS PROHIBITED. CONSTRUCTION AND DEMOLITION WASTE MEANS BUILDING MATERIALS FROM CONSTRUCTION AND DEMOLITION OPERATIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO: ASBESTOS- CONTAINING WASTE, WOOD, BRICKS, METAL, CONCRETE, WALL BOARD, PAPER, AND REFER TO EROSION AND SEDIMENT CONTROL PLAN AND LANDSCAPE PLAN FOR DETAILS. MAKE SAWCUTS AT AREAS WHERE PAVING IS TO REMAIN. CURBING SHOULD BE REMOVED TO 1. 2. 3. 4. 5. CARDBOARD. 6. 7. AN EXISTING JOINT. SCALE: NTS TREE BARRICADE STEEL "T" POST TREE PROTECTION FENCE: CHAINLINK FENCE. STEEL "T" POSTS INSTALLED AT 8' O.C. PROVIDE AN 8.5" X 11" LAMINATED SIGN STATING "KEEP OUT TREE PROTECTION ZONE" SPACED EVERY 50 FEET ALONG THE FENCE KEEP OUT TREE PROTECTION AREA 4' TREE PROTECTION FENCING SHALL BE INSTALLED 20' FROM TRUNKS OF TREES LARGER THAN 20" DBH AND 10' FROM TRUNKS OF TREES UNDER 20" DBH. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 2/ 2 3 / 2 6 REMOVE BUILDING AND APPURTENANCES2 REMOVE WALLS3 REMOVE POWER POLES AND OVERHEAD LINES4 REMOVE FENCE5 6 7 REMOVE CURBS, CURB CUTS, SIDEWALKS, & RAMPS REMOVAL - CONCRETE Va t a n M i x e d Us e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 TREE CANOPY REMOVE & PATCH ASPHALT FOR STORM SEWER CONSTRUCTION 8 REMOVE CURB & GUTTER AND SIDEWALK FOR STORM SEWER CONSTRUCTION. NOTE: TREE BARRICADE SHALL BE IN PLACE AT THE OUTER EDGE OF THE DRIP LINE OF THE TREE PRIOR TO ANY LANDSCAPE DISTURBANCE AND SHALL REMAIN IN PLACE AND CLEARLY MARKED AS LONG AS POSSIBLE DURING CONSTRUCTION. NW D E M O L I M I T S - C H U R C H S T R E E T 6/ 9 / 2 0 2 5 XXXXXXXXXX X X X X X X X X X X X X X X 36" LIVE OAK 48" LIVE OAK 30" LIVE OAK 26" LIVE OAK 24" LIVE OAK 24" LIVE OAK MAGNOLIA AVENUE 66 FT. R/W (PUBLIC) CH U R C H S T R E E T 6 6 F T . R / W ( P U B L I C ) EXISTING BUILDING EXISTING BUILDING LOT A2 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND TURNER INSTRUMENT NO. 1807835 COMMON AREA 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) LOT B 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND SOSNOWCHIK INSTRUMENT NO. 1805011 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) LO T 3 RE P L A T O F L O T 1 W O O D C H U R C H SU B D I V I S I O N (S L I D E 2 4 6 2 - A ) FS T A N D 4 1 2 F A I R H O P E L L C IN S T R U M E N T N O . 1 9 7 7 3 9 8 EDGE OF PAVEMENT UNIT 2 FFE=110.12 2,378 SFUNIT 1 FFE=104.52 1,594 SF UNIT 3 FFE=105.87 2,836 SF UNIT 5 FFE=105.26 1,532 SF UNIT 7 FFE=104.76 1,551 SF UNIT 6 FFE=104.47 1,434 SF UNIT 4 FFE=105.32 1,369 SF 20' CURB & GUTTER (MATCH EXISTING) CONNECT TO EXISTING SIDEWALK CONNECT TO EXISTING SIDEWALK CONNECT TO EXISTING SIDEWALK GARAGE FFE=106.18 GARAGE FFE=105.87 GARAGE FFE=105.26 GARAGE FFE=104.76 GARAGE FFE=104.47 GARAGE FFE=105.32 GARAGE FFE=106.12 1' RIBBON CURB (SEE DETAIL) 8' SIDEWALK (SEE DETAIL) 8' SIDEWALK (SEE DETAIL) LIMESTONE PATH (SEE LANDSCAPE PLANS) 16' 30' 18' 18' 24' SEE ARCHITECTURAL PLANS FOR STAIR DESIGN. SEE ARCHITECTURAL PLANS FOR STAIR DESIGN. SEE ARCHITECTURAL PLANS FOR STAIR DESIGN. SIDEWALK TO MATCH STORM INLET TOP ON ALL SIDES 8' 6' SIDEWALK REDUCED TO 6' WIDTH NEAR HERITAGE TREES. 48" 2 2 2 2 2 22 CURB & GUTTER (MATCH EXISTING) FENCE (SEE ARCHITECTURAL PLANS) CONCRETE SIDEWALK. (MATCH EXISTING DESIGN) CURB & GUTTER (MATCH EXISTING) ASPHALT PATCH (MATCH EXISTING) CURB & GUTTER (MATCH EXISTING) 21' R4' 18'16' LANDSCAPE PLANTER (DESIGN BY OTHERS) TERRACE TERRACE RETAINING WALL. DESIGN BY OTHERS STAIR FFE=106.54 EQ U I P . S L A B FF E = 1 0 5 . 7 8 LANDSCAPE PLANTER (DESIGN BY OTHERS) PHASE 2 PHASE 1 PHASE 2 PHASE 1 1 VATAN PLACE (3RD FLOOR) 301 MAGNOLIA AVE. (1ST & 2ND FLOOR) 303 MAGNOLIA AVE. (1ST FLOOR) 2 VATAN PLACE (2ND & 3RD FLOOR) 3 VATAN PLACE 4 VATAN PLACE 5 VATAN PLACE 6 VATAN PLACE 7 VATAN PLACE SHEETC01 DRAWN DATE SCALE JOB No. 3/18/26 SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call SI T E P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 3/ 1 8 / 2 6 400 5 10 20 10 SCALE 20231216 1"=10'DRL Va t a n M i x e d Us e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 PROPOSEDEXISTING SITE PLAN LEGEND CURB & GUTTER STANDARD PARKING QUANTITY MEDIUM DUTY ASPHALT PAVING CONCRETE PAVING BRICK PAVERS RIBBON CURB PROPERTY AREA LAND USAGE --0.52 ACRES BUILDING AREA (UNDER ROOF)55.77%0.29 ACRES IMPERVIOUS PAVING 0.12 ACRES PERVIOUS PAVING 0.00 ACRES DESCRIPTION % OF PROPERTY AREAAREA 23.08% 00.00% GRASSED/LANDSCAPED AREA 0.11 ACRES 21.15% CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED ALL CURBED OR STRIPED RADII ARE TO BE 4' UNLESS OTHERWISE NOTED. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN THE BASE BID. TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES THE DRAWINGS. CONCRETE FOR CURBING SHALL BE 3000 PSI. PAINTED STRIPING SHALL BE BRIGHT AND CLEAR. STRIPES SHALL BE PER PLAN AND PAINTED CURBING SHALL BE FORMED AND POURED CONCRETE UNLESS OTHERWISE DETAILED WITHIN HANDICAP RAMPS AND PARKING STALLS SHALL BE PER ADA REQUIREMENTS AND LOCAL ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK. THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTING ON CLEAN ASPHALT OR CONCRETE. THIS SITE IS ZONED B-2 (CBD). NOTIFY CITY OF FAIRHOPE INSPECTIONS 24 HOURS BEFORE THE BEGINNING OF EVERY PHASE OF CONSTRUCTION. ALL STRIPING IN R.O.W. TO BE CLASS A TYPE 2 THERMOPLASTIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTAL A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS. CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED IN REQUIRED R.O.W. WITHOUT PERMISSION FROM THE CITY. DURING CONSTRUCTION, ACCESS ROADWAYS CONSTRUCTED OF AN ALL WEATHER SURFACE CAPABLE OF SUPPORTING 80,000 POUNDS GROSS WEIGHT SHALL BE PROVIDED. THE WIDTH OF THE ACCESS ROADWAY, DURING CONSTRUCTION, SHALL BE 20 FT PER STANDARD FIRE PREVENTION CODE, LATEST EDITION. ALL NON-HANDICAP PARKING SPACE LINES WILL BE WHITE. ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FHWA, LATEST EDITION. REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS. NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS, REFERENCING DETAILS IN ALDOT'S ROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE. NO "PROTECTED TREES" WILL BE REMOVED, DESTRUCTIVELY DAMAGED, MUTILATED, RELOCATED, DISFIGURED, DESTROYED, CUT DOWN, OR EXCESSIVELY PRUNED DURING SITE PLAN NOTES AND CODES AS WELL AS O.S.H.A. AND ALDOT STANDARDS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF FAIRHOPE REGULATIONS FIRE LANES AND SIGNAGE TO MEET REQUIREMENTS OF NFPA 1 CHAPTER 18. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONS AT THE SITE; INCLUDING UTILITIES, SURFACES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANY UNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES. PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGS SHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. NOTIFY THE ENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS. TOTAL SITE ACREAGE =0.52 ACRES. REGULATIONS. INSPECTIONS. CONSTRUCTION ACTIVITIES. SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23.PARKING DATA TOTAL REQUIRED (1 SPACE/UNIT) = PARKING REQUIREMENT SPACES 7 TOTAL PROVIDED =14 CONTRACTOR SHALL REFER TO THE ARCH. PLANS FOR EXACT LOCATIONS AND DIMENSIONS24. OF EXIT PORCHES; PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. THE DIMENSIONS SHOWN ARE TO THE FACE OF BUILDING UNLESS OTHERWISE NOTED.25. REFER TO STRUCTURAL PLANS FOR THE COLUMN GRID LAYOUT AND INFORMATION REQUIRED26. TO LAYOUT THE BUILDING WITHIN THE FOUNDATIONS. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN27. COMPLETED. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR STAIR DETAILS.28. BUILDING (UNDER ROOF) SITE ANALYSIS 12,700 SF ± SITE ACREAGE (PROPOSED) ±0.51 AC (22,362 SF) BUILDING SETBACKS: FRONT YARD: SIDE YARD: REAR YARD: MAXIMUM BUILDING HEIGHT: 0 FT 0 FT 0 FT 40' BUILDING HEIGHT 40 FT PROVIDED PARKING 14 SPACES REQUIRED PARKING 7 SPACES (SEE PARKING DATA) MAX. BUILDING SITE COVERAGE:---- JURISDICTION CITY OF FAIRHOPE REQUIRED: ZONING B-2 (CBD) TOTAL UNITS 9 UNITS RESIDENTIAL UNITS 7 UNITS COMMERCIAL UNITS 2 UNITS X NOTES: CIVIL PLANS NOT TO BE USED FOR BUILDING LAYOUT. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR BUILDING LAYOUT. ANY DISCREPANCIES BETWEEN THE BUILDING FOOTPRINTS AS SHOWN HEREIN AND THE ARCHITECTURAL / STRUCTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE CIVIL ENGINEER IMMEDIATELY. PRIOR TO INSTALLING SIDEWALKS ALONG CHURCH STREET AND MAGNOLIA AVENUE, THE CONTRACTOR SHALL HAVE A PRE-INSTALLATION MEETING WITH THE PUBLIC WORKS DIRECTOR, THE ARBORIST, AND THE ENGINEER OF RECORD. THE PURPOSE OF THE MEETING IS TO REVIEW THE SIDEWALK ELEVATIONS FOR COMPLIANCE WITH ADA AND TO EXAMINE THE RELATIONSHIP OF THE SIDEWALK WITH THE TREE ROOT MOUNDS. IF THERE ARE ROOTS THAT INTERFERE WITH THE SIDEWALK ELEVATIONS, A TREE WELL, CURB OR SIDEWALK MODIFICATIONS MAY BE REQUIRED. RE T A I N I N G W A L L & A S P H , C U R B , S W P A T C H 6/ 9 / 2 0 2 5 MEDIUM DUTY ASPHALT PAVING AM E N I T Y P A T H 3/ 1 8 / 2 0 2 6 XXXXXXXXXX X X X X X X X X X X X X X X X X X XXXXX 36" LIVE OAK 48" LIVE OAK 30" LIVE OAK 26" LIVE OAK 24" LIVE OAK 24" LIVE OAK SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS MAGNOLIA AVENUE 66 FT. R/W (PUBLIC) RIM:101.2' INV:98.1' OHP 15"RCP15"RCP 18 " R C P G W W W W W W W W W W W W W W G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W EDGE OF PAVEMENT 15 " C M P G G G G G G G G G G G G G G 110.69 103.32 103.16 110.04 11 1 11 010 910 8 10 710 6 10 510 4 10 3 102 101 100 101 100 99 98 97 96 95 96 97 98 99 10 0 10 1 10 2 10 4 10 5 11 0 10 9 10 8 107 10 6 105 10 410 3 10 2 10099 109.88 110.93 105.43 106.09 107.54 106.19 107.48 106.38 106.70 106.83 106.38 106.10 106.00 106.34 106.20 105.88 106.05 106.05 105.95 105.85 105.67 105.94 106.00 106.00 105.70105.60 105.51 104.58 104.63 104.12 104.08 104.34 104.40 104.33 104.52 104.35 104.56 105.13 105.13 104.76 104.62 105.21 105.21105.21 105.13105.75 105.41 105.75 105.48 UNIT 2 FFE=110.12 2,378 SFUNIT 1 FFE=104.52 1,594 SF UNIT 3 FFE=105.87 2,836 SF UNIT 5 FFE=105.26 1,532 SF UNIT 7 FFE=104.76 1,551 SF UNIT 6 FFE=104.47 1,434 SF UNIT 4 FFE=105.32 1,369 SF 104.43 103.25 < <<< 104.70104.70 102.80 < << 104.50 105.18 104.15 104.50103.69 102.19 101.37 101.76 102.87 102.15 102.83 <<<<<< 103.93 103.90 104.38 102.2097.20 104.34 104.50 104.82 105.80 105.88 105.62 105.74 105.67 > 103.87 105.00 104.83 104.64 105.28 105.16 > 105.30 104.95 104.30 110.92 104.45 FENCE ONLINE FENCE 0.2' N 104.48 105.58 RIM:100.4' INV:97.1'(15") INV:96.5'(18") RIM:101.8' THROAT:100.9' SS GARAGE FFE=106.18 GARAGE FFE=105.87 GARAGE FFE=105.26 GARAGE FFE=104.76 GARAGE FFE=104.47 GARAGE FFE=105.32 GARAGE FFE=106.12 MATCH 99.87 100.00 99.79 101.23 MATCH MATCH 105.51 MATCH 102.88 103.19 105.54 104.57 MATCH MATCH 104.50 107.97 107.85 110.16MATCHMATCH 103.13MATCH 100.16 99.98 101.87 MATCH 48" RIM:99.7' INV:97.4'(15") INV:96.0'(18"IN) INV:91.5'(18"OUT) 105.68 105.23 105.60104.12 104.11 104.25 104.29 110.10 100.14 101.57 99.96 TOC FL TOC FL 110.70 110.58 104.82 106.00 104.78 104.82 105.88 111.00 BOW104.07 95.16 LANDSCAPE PLANTER (DESIGN BY OTHERS)103.55 104.22 104.40 104.48 104.50 104.50 104.13 104.48 MATCH 107.49MATCH 105.99105.99 106.27 106.82 MATCH 103.71 104.00104.00 103.58103.00 103.33 98.69 98.85 98.54 104.74 104.58 98.48 104.63 104.34 104.30 104.45 104.30 104.90 105.23 104.50 MATCH MATCH 110.05 110.48 110.71 110.58 110.48 109.59 108.21 105.74 <> 105.66105.28 105.75 106.96 105.11 105.23 104.75 105.19 > 104.40 < 103.97 104.43 103.77 104.31 TERRACE TERRACE 102.37 105.65 AREA DRAIN GRATE=104.30 INV=99.78 35 LF, 10" HDPE @ 1.0%DROP INLET GRATE=103.94 INV=99.30 JUNCTION BOX RIM=104.05 INV=99.14 DROP INLET GRATE=103.94 INV=99.24 AREA DRAIN GRATE=101.90 INV=98.00 34 LF, 12" HDPE @ 3.4% 14 LF, 12" HDPE @ 1.1% 9 LF, 12" HDPE @ 1.1% 53 LF, 12" HDPE @ 1.8% DROP INLET GRATE=105.26 INV=100.23 47 LF, 12" HDPE @ 1.6% 20 LF, 12" HDPE @ 2.4% DOGHOUSE MANHOLE RIM=95.24 INV=92.43 AREA DRAIN GRATE=103.78 INV=99.43 13 LF, 10" HDPE @ 1.0% AREA DRAIN GRATE=105.59 INV=100.71 AREA DRAIN GRATE=104.64 INV=101.03 32 LF, 10" HDPE @ 1.0% 36 LF, 10" HDPE @ 1.0% AREA DRAIN GRATE=103.71 INV=99.28 38 LF, 12" HDPE @ 2.0% AREA DRAIN GRATE=96.90 INV=92.90 73 LF, 12" HDPE @ 7.0% DROP INLET GRATE=105.77 INV=101.00 105.61 105.40 105 10 6 106 107 10 5 104 10 9 11 0 104 104 1021011009998 102101 10099 103 104 104 104 97 96 10 0 101 102 105 10 3 10 4 99 98 10 8 103 103 102 10110099 104 10497103 103 107.10 STAIR FFE=106.54 < EQ U I P . S L A B FF E = 1 0 5 . 7 8 > > BOW AREA DRAIN GRATE=105.14 INV=100.35 12 LF, 10" HDPE @ 1.0% 105.74 105.74 > 105.28 RD RD RD RD RD RD RD 104.20 104.24BOW 106.07 > 103.87 < 105.23103.88 > TO P O F W A L L EL = 1 1 1 . 5 4 ' TO P O F W A L L EL = 1 1 0 . 8 7 ' TO P O F W A L L EL = 1 0 9 . 5 4 ' TO P O F W A L L EL = 1 0 8 . 2 1 ' TOP OF WALL EL=106.88' 107.00 105 105 105 108.00 109.00 110.00 109.64 105.18 STUB 8" PIPE FOR ROOF DRAIN AND POOL EQUIP. STUB 12" PIPE THROUGH WALL & CAP FOR FUTURE TIE-IN. SEE STRUCTURAL PLANS FOR DETAIL LANDSCAPE PLANTER (DESIGN BY OTHERS) PLANTER BOX TOW 106.90 104 AREA DRAIN GRATE=104.18 INV=98.85 AREA DRAIN GRATE=104.00 INV=98.76 21 LF, 12" HDPE @ 2.0% 4 LF, 12" HDPE @ 2.0% RD RD RD PHASE 2 PHASE 1 PHASE 2 PHASE 1 101.69 100.72 100.95 100.84 SHEETC02 DRAWN DATE SCALE JOB No. 3/18/26 SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call GR A D I N G & D R A I N A G E PL A N SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER AWAY FROM THE REFER TO THE GEOTECHNICAL REPORT FOR PREPARATION OF THE SUBGRADE. BUILDING PAD. 23. 24. PIPE LENGTHS SHOWN ARE LINEAR DISTANCES BETWEEN CENTER TO CENTER OF STRUCTURES. THE CONTRACTOR SHALL DETERMINE THE QUANTITY OF PIPE NEEDED FOR THE JOB, BASED ON SLOPE LENGTH AND WHOLE STANDARD PIPE SECTIONS. JUNCTION BOX = TOP; THE TOP MOST PART OF THE RIM AND COVER CASTING. CATCH BASIN = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DROP INLET = GRATE; THE TOP MOST PART OF THE FRAME AND GRATE. WEIR INLET = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DEFINITION OF THE TYPE OF TOP IS AS LISTED: THE ELEVATION OF MANHOLE/INLET TOPS ARE TO BE AT THE FINISH ELEVATION SHOWN. THE THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDINGS OR PAVEMENT SHALL RECEIVE FOUR INCHES OF TOPSOIL AND STABILIZED PER THE LANDSCAPE PLAN. THE TYPE OF PIPE MAY BE ALTERED IF APPROVED BY THE ENGINEER. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPES STORM PIPE SHALL BE AS FOLLOWS: BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE UTILITY TRENCHES SHALL BE DE-WATERED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER AND THE SPECIFICATIONS. APPROVED MEASURES SHALL BE TAKEN TO ENSURE THE PROPER INSTALLATION OF THE PIPING SYSTEM. THE CONTRACTOR SHALL HOLD THE OWNER GRADING & DRAINAGE NOTES STANDARDS UNLESS APPROVED OTHERWISE BY THE ENGINEER. ALL STRUCTURES SHALL BE PRECAST CONCRETE PER ASTM C-478/C-913 AND ALDOT STEEPER THAN 3:1 SHALL BE COVERED WITH CURLEX BLANKETS BY AMERICAN EXCELSIOR ALL CAST IN PLACE CONCRETE TO HAVE A MIN. 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I. AND ENGINEER HARMLESS FOR ADDITIONAL COSTS FOR DE-WATERING AND BACKFILL LABOR & ALL STRUCTURAL FILL AREAS TO BE CONSTRUCTED UNDER THE DIRECTION OF A SOILS ENGINEER. REFER TO THE GEOTECHNICAL REPORT BY GEOCON ENGINEERING & MATERIALS GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPE SHALL BE WELL ROUNDED. ELEVATIONS REPRESENT FINAL GRADE. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE TREE PROTECTION, SAVE AREAS, SILT BARRIER INSTALLATION AND DETENTION FACILITIES ARE CONSTRUCTED. THE LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET. ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. RCP, CLASS III PER ALDOT SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT COMPANY OR EQUAL. AND HIGHWAYS, LATEST EDITION. MATERIALS. TESTING, INC. FOR COMPACTION REQUIREMENTS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16.. 17. 18. 19. 20. MAXIMUM CUT OR FILL SLOPE IS 3H:1V CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 21. 22. THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER RECORD DRAWINGS OF AS-BUILT CONDITIONS FOR THE DEVELOPMENT OF THE SITE. HDPE, ADS N12 PIPE PER SPECIFICATIONS. ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM.25. CONTRACTOR SHALL PROVIDE A SURVEYED AS-BUILT OF THE STORM SYSTEM.26. PROPOSEDEXISTING GRADING & DRAINAGE PLAN LEGEND STORM SEWER PIPING JUNCTION BOX (JB) CONTOURS SPOT ELEVATION XXX + XXX.XX XXX XXX.XX HIGH POINT HP TYPE "S" 2- WING INLET (DWCB) DROP INLET (DI) WEIR INLET (WI) TYPE "S" 1- WING INLET (SWCB) UNDERDRAIN ROOF DRAIN (8" TYP.) UD RD PVC, SCH. 40 PIPE PER SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED 27. TO THE RIGHT OF WAY. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 3/ 1 8 / 2 6 400 5 10 20 10 SCALE 20231216 1"=10'DRL Va t a n M i x e d Us e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 FIRM NO. 01003C0644M EFFECTIVE DATE APRIL 19, 2019, SHOWS THE PROPERTY TO BE SITUATED IN ZONE X UNSHADED. NOTES: CIVIL PLANS NOT TO BE USED FOR BUILDING LAYOUT. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR BUILDING LAYOUT. ANY DISCREPANCIES BETWEEN THE BUILDING FOOTPRINTS AS SHOWN HEREIN AND THE ARCHITECTURAL / STRUCTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE CIVIL ENGINEER IMMEDIATELY. PRIOR TO INSTALLING SIDEWALKS ALONG CHURCH STREET AND MAGNOLIA AVENUE, THE CONTRACTOR SHALL HAVE A PRE-INSTALLATION MEETING WITH THE PUBLIC WORKS DIRECTOR, THE ARBORIST, AND THE ENGINEER OF RECORD. THE PURPOSE OF THE MEETING IS TO REVIEW THE SIDEWALK ELEVATIONS FOR COMPLIANCE WITH ADA AND TO EXAMINE THE RELATIONSHIP OF THE SIDEWALK WITH THE TREE ROOT MOUNDS. IF THERE ARE ROOTS THAT INTERFERE WITH THE SIDEWALK ELEVATIONS, A TREE WELL, CURB OR SIDEWALK MODIFICATIONS MAY BE REQUIRED. CURB FLOW LINE FL TOP OF CURB TOC TOP OF WALL TOW BOTTOM OF WALL BOW RE - I S S U E E N T I R E S H E E T 6/ 5 / 2 0 2 5 TOP OF FOUNDATION WALLS OF ALL BUILDINGS SHALL BE A MINIMUM OF 0.50' ABOVE EXTERIOR FINISHED GRADE, EXCEPT AT ENTRANCES. GRADE SHALL SLOPE AWAY FROM FOUNDATION TO 28. PROMOTE POSITIVE DRAINAGE. ROOF DRAIN STUBS SHALL BE PVC OR HDPE AT 1.0 % MINIMUM SLOPE TO STORM SEWER.29. ENDS OF STUBS SHALL BE CAPPED FOR FUTURE CONNECTION BY BUILDING CONTRACTOR. XXXXXXXXXX X X X X X X X X X X X X X X X X XXXXX 36" LIVE OAK 48" LIVE OAK 30" LIVE OAK 26" LIVE OAK 24" LIVE OAK 24" LIVE OAK EXISTING BUILDING EXISTING BUILDING LO T 3 RE P L A T O F L O T 1 W O O D C H U R C H SU B D I V I S I O N (S L I D E 2 4 6 2 - A ) FS T A N D 4 1 2 F A I R H O P E L L C IN S T R U M E N T N O . 1 9 7 7 3 9 8 15"RCP15"RCP 18 " R C P EDGE OF PAVEMENT 15 " C M P 11 1 11 010 910 8 10 710 6 10 510 4 10 3 100 101 100 99 98 97 96 95 96 97 98 99 10 0 10 1 10 2 10 4 10 5 11 0 109 10 8 107 10 6 105 10 410 3 10 2 10099 UNIT 2 FFE=110.12 2,378 SFUNIT 1 FFE=104.52 1,594 SF UNIT 3 FFE=105.87 2,836 SF UNIT 5 FFE=105.26 1,532 SF UNIT 7 FFE=104.76 1,551 SF UNIT 6 FFE=104.47 1,434 SF UNIT 4 FFE=105.32 1,369 SF < <<< < << <<<<<< > > FENCE ONLINE FENCE 0.2' N GARAGE FFE=106.18 GARAGE FFE=105.87 GARAGE FFE=105.26 GARAGE FFE=104.76 GARAGE FFE=104.47 GARAGE FFE=105.32 GARAGE FFE=106.12 X X X 48" LANDSCAPE PLANTER (DESIGN BY OTHERS) <> > < TERRACE TERRACE 105 10 6 106 107 10 5 104 10 9 11 0 104 104 1021011009998 102101 10099 103 104 104 104 97 96 10 0 101 102 105 10 3 10 4 99 98 10 8 103 103 102 10110099 104 10497103 103 XXXXXXXXXXXX XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X STAIR FFE=106.54 < EQ U I P . S L A B FF E = 1 0 5 . 7 8 > > > > < > 105 105 105 LANDSCAPE PLANTER (DESIGN BY OTHERS) 104 X PHASE 2 PHASE 1 PHASE 2 PHASE 1 X X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X FIP FIP FIP FIP FIP FIP CIP SB FIP SB W W W W W W W TSMU PS W W W W TSMU PS TSMU PS TSMU PS TSMU PS TS MU PS TS MU PS TS MU CIP FIP W W FIP W W W TS MU PS TS MU PS W W W W W CEP TSMU PS TSMU PS TSMU PS TSMU PS TSMU PS TSMU PS FIP TS MU TS MU PS SB FIP FIP SB SHEETC03 DRAWN DATE SCALE JOB No. 3/18/26 SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call ER O S I O N & S E D I M E N T CO N T R O L P L A N 1. 2. 3. 4. EROSION CONTROL NOTES AND WATER CONSERVATION COMMITTEE OFFICER, AND THE FEDERAL E.P.A. GUIDELINES FOR THE NPDES PROGRAM. ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER, SOIL5. ABSOLUTELY NO SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE DURING CONSTRUCTION.6. IF HEAVY RAINS OR UNUSUAL SITE CONDITIONS RESULT IN THE POLLUTION OF ROADWAYS OR ALL DISTURBED AREAS SHALL BE TEMPORARILY AND PERMANENTLY SEEDED WITH "SOUTH" ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE GOVERNING OFFICIALS. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO BE INTIMATE WITH THE LOCAL EROSION CONTROL LAWS AND TO REFLECT THIS KNOWLEDGE IN HIS/HER ACTIONS AND 7. 8. FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON ALL VEGETATION SHALL BE PLANTED AND MAINTAINED PER THE ALABAMA HANDBOOK IMMEDIATELY AND RESTORE THE AREAS TO THE ORIGINAL CONDITION WITHIN 24 HOURS. ADJACENT PARCELS THEN THE GRADING CONTRACTOR SHALL CLEAN THE DISTURBED AREAS TYPE SEEDINGS PER THE ALABAMA HANDBOOK. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 11. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTION THE EXISTING SITE IS SINGLE FAMILY RESIDENTIAL. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED. CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES AFTER PERMANENT GRASSING IS IN PLACE AND ESTABLISHED. THE CONSTRUCTION EXIT PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR DISTURBED AREAS LEFT IDLE FOR TEN DAYS OR LONGER ARE TO BE SEEDED AND MULCHED. SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED 1/3 OF THE CAPACITY OF THE DEVICE. CONTACT DAVID KING, QCI 251-990-6566. AREA TO BE DISTURBED = 0.51 ACRES MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE CONSTRUCTION SITES AND URBAN AREAS (ALABAMA HANDBOOK). QUOTATIONS. REFERENCE THE CONSTRUCTION SEQUENCE FOR THE RELATIONSHIP BETWEEN THE INSTALLATION OF EROSION CONTROL FEATURES AND GENERAL CONSTRUCTION. 9. 10. BY THE GOVERNING OFFICIAL OR ENGINEER OF RECORD. 12. 13. TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 14. 15. 16. RESPONSIBILITY OF THE OWNER'S CONTRACTOR. 17. THE CONTRACTOR SHALL PREVENT THE LOSS OF SEDIMENT DUE TO WIND VIA WATERING18. DRY SOILS. CAUTION SHOULD BE TAKEN TO ENSURE THAT THE SITE IS NOT OVER WATERED. 19. THE SITE IS TO BE CLEARED AND GRADED AS TO MINIMIZE THE AMOUNT OF SOIL EXPOSED 20. AT ONE TIME. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUT THE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY 21. CONSTRUCTION. BMP'S SHALL BE INSTALLED AS PER THE ALABAMA HANDBOOK STANDARDS.22. BMP'S SHALL BE INSTALLED WITH MINIMAL CLEARING ACTIVITY.23. REFER TO THE LANDSCAPE PLANS FOR FINAL STABILIZATION MEASURES.24. 1. 2. 3. REMOVE VEGETATION ONLY IN AREAS OF THE PERIMETER SEDIMENT BARRIERS, INSTALL THE CONSTRUCTION EXIT PER DETAILS. INSTALL PERIMETER SEDIMENT BARRIERS PER DETAILS. CONSTRUCTION SEQUENCE - PHASE 1 4. 5. INSTALL TREE PROTECTION FENCING PER TREE PROTECTION ORDINANCE. 4. ESTABLISH VEGETATION ON AREAS NOT IMPACTED BY PAVING OPERATIONS. CONSTRUCTION SEQUENCE - PHASE 2 PERFORM CLEARING & ROUGH GRADING ON THE LOT AND ESTABLISH COVER ON1. INSTALL STORM SYSTEM AND UTILITIES. AREAS WHEN BROUGHT TO GRADE. 2. AND CONSTRUCTION EXIT. INSTALL CURBING AND STONE BASE. 3. 6.ONCE INSPECTION IS COMPLETE AND APPROVED, CLEARING & SITE WORK CAN BEGIN (PHASE 2). REQUEST BMP & TREE PROTECTION INSPECTION PRIOR TO CLEARING. 1. 2.CALL FOR AN INSPECTION FROM THE QCP. ONCE THE QCP HAS CERTIFIED THAT ALL AREAS ARE STABILIZED, REMOVE BMPS AND TREE PROTECTION. STABILIZE ANY AREAS DISTURBED BY BMP AND TREE PROTECTION REMOVAL. CONSTRUCTION SEQUENCE - PHASE 3 3. INSTALL PAVING AND FINAL LANDSCAPING. 4. ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED WITHIN 7 DAYS25. OF THEIR CONSTRUCTION. ALL FILL SLOPES HAVE SILT FENCE AT THE TOE OF SLOPES. 26. EXISTING TREES, TO BE SAVED, SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES.27. CARE SHALL BE TAKEN IN ALL GRADING ACTIVITIES TO REMAIN OUTSIDE THE DRIP LINES OF EXISTING TREES. ALL TREE PROTECTION FENCING TO BE INSPECTED DAILY AND REPLACED OR REPAIRED AS NEEDED. TREE PROTECTION DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY CLEARING,28. GRUBBING, OR GRADING. CONTRACTOR TO CLEAN OUT ACCUMULATED SEDIMENT IN THE DETENTION POND AT THE END29. OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. SEDIMENT STORAGE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, 30. INDICATING THE 1/3 FULL VOLUME. ALL SLOPES STEEPER THAN 3H:1V MUST BE MATTED AND STAKED WITH AMERICAN 31. EXCELSIOR JUTE MAT. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 PRACTICE FIP SB CODE CEP MU TS PS CIP W 3/ 1 8 / 2 6 400 5 10 20 10 SCALE 20231216 1"=10'DRL Va t a n M i x e d Us e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 USDA SOIL SURVEY CLASSIFICATIONS EuC - WADLEY LOAMY FINE SAND, 5 TO 8 PERCENT SLOPES - HSG A 5. CONSTRUCT BUILDINGS EROSION CONTROL PRACTICES RE - I S S U E S H E E T - R E V . F O R R E T A I N I N G W A L L 6/ 9 / 2 0 2 5 LA N D S C A P E D A M E N I T Y A R E A 3/ 1 8 / 2 0 2 6 XXXXXXXXXX X X X X X X X X X X X X X X X X XXXXX 36" LIVE OAK 48" LIVE OAK 30" LIVE OAK 26" LIVE OAK 24" LIVE OAK 24" LIVE OAK SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS MAGNOLIA AVENUE 66 FT. R/W (PUBLIC) CH U R C H S T R E E T 6 6 F T . R / W ( P U B L I C ) EXISTING BUILDING EXISTING BUILDING LOT A2 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND TURNER INSTRUMENT NO. 1807835 COMMON AREA 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) LOT B 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND SOSNOWCHIK INSTRUMENT NO. 1805011 STREET SUBDIVISION (SLIDE 2494-F) LO T 3 RE P L A T O F L O T 1 W O O D C H U R C H SU B D I V I S I O N (S L I D E 2 4 6 2 - A ) FS T A N D 4 1 2 F A I R H O P E L L C IN S T R U M E N T N O . 1 9 7 7 3 9 8 RIM:101.2' INV:98.1' OHP OHP 15"RCP15"RCP 18 " R C P 18"RCP G W W W W W W W W W W W W W W W G G G G G G G G G G G G W W W W W W W W W W W W W W W W GGG W EDGE OF PAVEMENT 15 " C M P G G G G G G G G G G G G G G OHP OHP 11 1 11 010 910 8 10 710 6 10 510 4 10 3 102 101 100 101 100 99 98 97 96 95 96 97 98 99 10 0 10 1 10 2 10 4 10 5 11 0 109 10 8 107 10 6 105 10 410 3 10 2 10099 UNIT 2 FFE=110.12 2,378 SFUNIT 1 FFE=104.52 1,594 SF UNIT 3 FFE=105.87 2,836 SF UNIT 5 FFE=105.26 1,532 SF UNIT 7 FFE=104.76 1,551 SF UNIT 6 FFE=104.47 1,434 SF UNIT 4 FFE=105.32 1,369 SF FENCE ONLINE FENCE 0.2' N RIM:100.4' INV:97.1'(15") INV:96.5'(18") RIM:101.8' THROAT:100.9' RIM:95.6' INV:89.6' RIM:101.3' INV:93.0' RIM:101.47' INV:94.9' RIM:103.7' INV:97.3' SS SS SS SS SS SS SS SS SS SS SSSS SSSS SS SS SS SS GARAGE FFE=106.18 GARAGE FFE=105.87 GARAGE FFE=105.26 GARAGE FFE=104.76 GARAGE FFE=104.47 GARAGE FFE=105.32 GARAGE FFE=106.12 48" RIM:99.7' INV:97.4'(15") INV:96.0'(18"IN) INV:91.5'(18"OUT) W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W W W W W W F F F F F F F F F F F FF W W W W W W W W F F LANDSCAPE PLANTER (DESIGN BY OTHERS) FF FF SS TERRACE TERRACE 105 10 6 106 107 10 5 104 10 9 11 0 104 104 1021011009998 102101 10099 103 104 104 104 97 96 10 0 101 102 105 10 3 10 4 99 98 10 8 103 103 102 10110099 104 10497103 103 PROPOSED TRANSFORMER LOCATION RESIDENTIAL TRASH RESIDENTIAL TRASH COMMERCIAL TRASH W/ SCREENING PER ARCHITECTURAL PLANS RESIDENTIAL TRASH RESIDENTIAL TRASH RESIDENTIAL TRASH RESIDENTIAL TRASH RESIDENTIAL TRASH COMMERCIAL TRASH W/ SCREENING PER ARCHITECTURAL PLANS CONNECT TO EXISTING CLEAN OUT MANIFOLD FOR FOUR (4) - 1" RESIDENTIAL & ONE (1) - 1.5" COMMERCIAL WATER METERS MANIFOLD FOR THREE (3) - 1" RESIDENTIAL & ONE (1) - 1.5" COMMERCIAL WATER METERS 6" WATER SERVICE CONSOLIDATED PIPE & SUPPLY TO TAP EXISTING WATER MAIN & INSTALL VALVES PER FPU SPECIFICATIONS 6" D.I. WATER SERVICE 6" M.J. GATE VALVES (2) W/ MEGALUGS 6" FIRE SERVICE PER FPU SPECIFICATIONS 6" D.I. FIRE SERVICE 25 LF, 6" PVC SDR 35 @ 1.04% MIN. 13 LF, 6" PVC SDR 35 @ 1.04% MIN. 16 LF, 6" PVC SDR 35 @ 1.04% MIN. 19 LF, 4" PVC SDR 35 @ 1.04% MIN. 10 LF, 6" PVC SDR 35 @ 1.04% MIN. 23 LF, 4" PVC SDR 35 @ 1.04% MIN.19 LF, 6" PVC SDR 35 @ 1.04% MIN. 9 LF, 4" PVC SDR 35 @ 1.04% MIN. 53 LF, 6" PVC SDR 35 @ 1.04% MIN. 21 LF, 6" PVC SDR 35 @ 1.04% MIN.25 LF, 6" PVC SDR 35 @ 1.04% MIN. 9 LF, 6" PVC SDR 35 @ 1.04% MIN. 9 LF, 4" PVC SDR 35 @ 1.04% MIN. 4 LF, 6" PVC SDR 35 @ 1.04% MIN. 33 LF, 6" PVC SDR 35 @ 1.04% MIN. 1 12" WATER SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1 12" WATER SERVICE 1" WATER SERVICE 6" FIRE SERVICE STAIR FFE=106.54 EQ U I P . S L A B FF E = 1 0 5 . 7 8 105 105 105 LANDSCAPE PLANTER (DESIGN BY OTHERS) 104 PHASE 2 PHASE 1 PHASE 2 PHASE 1 15 LF, 6" PVC SDR 35 @ 1.04% MIN. 5 LF, 4" PVC SDR 35 @ 1.04% MIN. T T PROPOSED TRANSFORMER LOCATION C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O.C.O. C.O.C.O. C.O. C.O. E G E GE G EGGE E G EG GA S W / H GA S W / H C.O. C.O. C.O. W RELOCATE VALVE AND FIRE HYDRANT OUTSIDE PROPOSED SIDEWALK. SHEETC04 DRAWN DATE SCALE JOB No. 3/18/26 SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call UT I L I T Y P L A N THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT AND HIGHWAYS, LATEST EDITION. 9. 10. 11. 12. THE GAS SERVICE SHALL BE INSTALLED TO THE METER BY THE LOCAL GAS UTILITY. REFER TO THE MECHANICAL/PLUMBING PLANS FOR THE METER LOCATION. 13. THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SECONDARY WIRING AND CONDUIT FROM THE PAD MOUNTED TRANSFORMER TO THE LOCATION OF THE METERS. REFER TO THE 14. UTILITY NOTES COMPLIANCE OF ALL SYSTEMS WITH THESE CODES. INTIMATE WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, AND VALVES, FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH FPU SPECIFICATIONS. OF FAIRHOPE PUBLIC UTILITIES (FPU) PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING, CONTRACTOR AND CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS THE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED PLUMBING THE SANITARY SEWER LINE SHALL BE TESTED FOR INFILTRATION/EXFILTRATION IN CONTRACTOR TO PROVIDE SURVEYED AS-BUILT OF WATER AND SEWER SYSTEMS AS INSTALLED PRIOR TO REQUESTING A PUNCH LIST. REQUIREMENTS OF FPU AND OTHER UTILITY PROVIDERS. THE CONTRACTOR SHALL BE ACCORDANCE WITH FPU STANDARDS & SPECIFICATIONS. ALL PVC PIPE SHALL BE MARKED USING DETECTABLE UNDERGROUND UTILITY MARKER TAPE TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND 3 INCHES IN WIDTH. MINIMUM TENSILE STRENGTH SHALL BE 35 POUNDS AND TAPE SHALL ELONGATE NOT LESS THAN 80 PERCENT ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THE BACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE. THE TAPE SHALL BE ATTACHED TO FITTINGS, VALVES, HYDRANTS, ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT 1. 2. 3. 4. 5. 6. BEFORE BREAKING. TAPE SHALL BE PERMANENTLY IMPRINTED WITH AN APPROPRIATE LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE. THE SIGNAL TO THE TAPE WITHOUT HAVING TO DIG DOWN TO THE PIPE. PRIOR TO BACKFILLING AND TESTING. THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE WITH NFPA-24. THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND FPU WATER MAINS UNDER 4" SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241. PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 200 PSI, SDR 21 OR HEAVIER. WATER MAINS 4"-12" SHALL CONFORM TO THE REQUIREMENTS OF AWWA C900, SDR 18 OR HEAVIER. 7. 8. THE PROPOSED WATER MAIN SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED WITH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND 15. TESTED PER AWWA STANDARDS. LEAKAGE TEST PERFORMED AT 200PSI FOR MINIMUM OF 2 HOURS. DRILL AND CORE THE EXISTING SEWER MANHOLE(S) FOR THE NEW SERVICE LEADERS. 16. ALL LEADERS TAPPED INTO MANHOLES SHALL HAVE A RUBBER KOR-N-SEAL WATERTIGHT CONNECTION. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 3/ 1 8 / 2 6 400 5 10 20 10 SCALE 20231216 1"=10'DRL Va t a n M i x e d Us e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 POST INDICATOR VALVE VALVE WATER METER EXISTING SS G FIRE HYDRANT ASSEMBLY MANHOLE WATER SANITARY SEWER THRUST BLOCK UNDERGROUND ELECTRIC GAS UGE PROPOSED G OHP OVERHEAD POWER UGE OHP WW SS CLEAN OUT WW C.O. UTILITY PLAN LEGEND SS GAS METER (PER ARCHITECTURAL PLANS) ELECTRIC METER (PER ARCHITECTURAL PLANS) G E ELECTRICAL PLANS FOR THE METER LOCATION. VERIFY EXACT WATER, SEWER, AND FIRE CONNECTIONS FOR ALL BUILDINGS WITH ARCHITECT.17. ALL FIRE SERIVICES SHALL HAVE BACK FLOW PREVENTERS ON RISERS. SEE ARCHITECTURAL 18. PLANS FOR DETAILS. AD D V A L V E S O N W A T E R / F I R E L A T E R A L S 6/ 9 / 2 0 2 5 XXXXXXXXXX X X X X X X X X X X X X X X 36" LIVE OAK 48" LIVE OAK 30" LIVE OAK 26" LIVE OAK 24" LIVE OAK 24" LIVE OAK MAGNOLIA AVENUE 66 FT. R/W (PUBLIC) CH U R C H S T R E E T 6 6 F T . R / W ( P U B L I C ) EXISTING BUILDING EXISTING BUILDING (SLIDE 2494-F) FST AND TURNER INSTRUMENT NO. 1807835 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND SOSNOWCHIK INSTRUMENT NO. 1805011 LO T 3 RE P L A T O F L O T 1 W O O D C H U R C H SU B D I V I S I O N (S L I D E 2 4 6 2 - A ) FS T A N D 4 1 2 F A I R H O P E L L C IN S T R U M E N T N O . 1 9 7 7 3 9 8 EDGE OF PAVEMENT UNIT 2 FFE=110.12 2,378 SFUNIT 1 FFE=104.52 1,594 SF UNIT 3 FFE=105.87 2,836 SF UNIT 5 FFE=105.26 1,532 SF UNIT 7 FFE=104.76 1,551 SF UNIT 6 FFE=104.47 1,434 SF UNIT 4 FFE=105.32 1,369 SF GARAGE FFE=106.18 GARAGE FFE=105.87 GARAGE FFE=105.26 GARAGE FFE=104.76 GARAGE FFE=104.47 GARAGE FFE=105.32 GARAGE FFE=106.12 48" LANDSCAPE PLANTER (DESIGN BY OTHERS) TERRACE TERRACE STAIR FFE=106.54 EQ U I P . S L A B FF E = 1 0 5 . 7 8 LANDSCAPE PLANTER (DESIGN BY OTHERS) SHEETC05 20231216 DRL DRAWN DATE SCALE JOB No. 3/18/26 1" = 10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 3/ 1 8 / 2 6 NOTE: PRIOR TO INSTALLING SIDEWALKS ALONG CHURCH STREET AND MAGNOLIA AVENUE, THE CONTRACTOR SHALL HAVE A PRE-INSTALLATION MEETING WITH THE PUBLIC WORKS DIRECTOR, THE ARBORIST, AND THE ENGINEER OF RECORD. THE PURPOSE OF THE MEETING IS TO REVIEW THE SIDEWALK ELEVATIONS FOR COMPLIANCE WITH ADA AND TO EXAMINE THE RELATIONSHIP OF THE SIDEWALK WITH THE TREE ROOT MOUNDS. IF THERE ARE ROOTS THAT INTERFERE WITH THE SIDEWALK ELEVATIONS, A TREE WELL, CURB OR SIDEWALK MODIFICATIONS MAY BE REQUIRED. ACCESSIBLE ROUTE - 2% MAXIMUM SLOPE IN ALL DIRECTIONS ACCESSIBLE ROUTE - 5% MAX RUNNING SLOPE & 2% MAX. CROSS SLOPE ACCESSIBLE ROUTE - RAMP PEDESTRIAN CIRCULATION PEDESTRIAN ROUTE NOTE: CONTRACTOR SHALL VERIFY ALL SLOPES PRIOR TO POURING CONCRETE AND/OR PAVING TO ENSURE THE MAXIMUM SLOPES INDICATED ON THIS DRAWING ARE NOT EXCEEDED. NOTIFY THE ENGINEER IMMEDIATELY WITH ANY DISCREPANCIES. 400 5 10 20 10 SCALE Va t a n M i x e d Us e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 PE D E S T R I A N C I R C U L A T I O N P L A N AM E N I T Y A R E A P A T H 3/ 1 8 / 2 0 2 6 SHEETC06 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call Va t a n Mi x e d U s e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 20231216 DRL 2/23/26 N.T.S. NOTE: CONSTRUCTION JOINTS ARE REQUIRED BETWEEN ALL POURS SEPARATED BY MORE THAN 30 MINUTES TIME. PLACE LONGITUDINAL CONSTRUCTION JOINT AT CENTERLINE OF ROADWAYS WHEN PAVEMENT IS WIDER THAN 12'. TWELVE FEET (12') SPACING BETWEEN CONTRACTION JOINTS OR AS SHOWN ON PLANS. FILL JOINTS TO WITHIN 1/8" OF SURFACE WITH A SELF-LEVELING JOINT SEALANT. 1. 2. 3. 4. t t/4 1/4" BROOM FINISH (TYP.) 1. 2 5 t 5' THICKEN EDGE WHERE- EVER EDGE IS SUBJECT 3/8" PREMOLDED EXPANSION JOINT FILLER ADJACENT TO ALL STRUCTURES OR OTHER CONCRETE. t SAWN CONTRACTION JOINT ISOLATION JOINT TO WHEEL LOADS. JOINTING AT STRUCTURES STRUCTURE OR CASTING 5.WHEN A JOINT FALLS WITHIN 5' OF A MANHOLE, LIGHT POLE BASE, OR OTHER STRUCTURE, SHORTEN ONE OR MORE PANELS ON EITHER SIDE OF STRUCTURE TO ALLOW CONTROL JOINTS TO FALL AT STRUCTURE. LONGITUDINAL JOINT TRANSVERSE JOINT ISOLATION JOINT SEE NOTE 5. AND SEAL DOWELED JOINT 1/4"1" t SAWCUT TIED LONGITUDINAL JOINT TIE BAR #5 X 36"@ 24" O.C. t/ 2 t/ 2 ONE SIDE @ 12" O.C. 14" LENGTH, LIGHTLY GREASE SMOOTH DOWEL, 3/4" DIA., SCALE: NTS CONCRETE PAVEMENT JOINTS DETAILS 6.CONCRETE PAVEMENTS SHALL BE CONSTRUCTED, JOINTED, REINFORCED, AND FINISHED TO MEET ACI 330 AND PORTLAND CEMENT ASSOCIATION (PCA) GUIDELINES. 1/4"1" AND SEALSAWCUT 1ST POUR2ND CONSTRUCTION JOINT SEALANTRESERVOIRAND SEAL POUR HALF ROUND KEY JOINT .2t AND SEALSAWCUT NOTE: SEE DETAIL FOR JOINTS 6" - ALDOT SECTION 825 CRUSHED AGGREGATE BASE MATERIAL SCALE: NTS CONCRETE PAVEMENT DETAIL 24" COMPACTED STRUCTURAL FILL(TOP 6" COMPACTED TO100% STANDARD DENSITY) TYPICAL SIDEWALK DETAIL ALL SIDEWALKS SHALL BE 4" THICK CONTRACTION JOINTS SHALL BE SPACED AT 5'-0" FOR SIDEWALKS 5' WIDE AND FOR SIDEWALKS 5' TO 8' WIDE, SPACING OF CONTRACTION JOINTS SHALL BE EQUAL FOR SIDEWALKS OVER 8' WIDE, SPACE CONTRACTION JOINTS AS SHOWN ON DRAWINGS CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/8" RADIUS. PROVIDE 1/2" EXPANSION MATERIAL WHERE SIDEWALK ABUTS CONCRETE A LAYER OF #15 FELT IS REQUIRED BETWEEN WALK AND ADJACENT 50' MAX. SPACING BETWEEN EXP. JOINTS CONTRACTION JOINTS LESS. TO WIDTH. STRUCTURE. PARALLELING CONCRETE CURB. 8. 7. 6. 5. 4. 3. SCALE: NTS NOTES: CU R B O R P A V E M E N T 1. 2. 1/4" EXP. JOINT BUILDING PAD 12" SEE NOTE #6 3'-0" 4" 1/4" EXP. JOINT 1/2" EXP. JOINT 9. WWF SHALL BE UTILIZED TO REINFORCE THE SIDEWALKS. CONCRETE. FOR SIDEWALKS 10' OR GREATER OR WHEN SIDEWALKS ABUT PARKING WHERE THERE IS NOT A CURB, THICKEN WALK TO 12" IN 3'. 8" VARIES 4" 4" TROWELED EDGE FINISH LIGHT BROOM FINISH SIDEWALK FINISH 6"PAVEMENT COMPACTED BASE SUBGRADE THICKENED EDGE SIDEWALK W/ THICKENED EDGE FRONT ELEVATION SECTION THRU RAMP 6'-0" HANDICAP RAMP NOTE: CEMENT CONCRETE RAMPS TO BE TEXTURED WITH A STIFF BROOM FINISH. SCALE: NTS GUTTER TOP CURB 6' 4" 6"1.5' 4'-0"6'-0" 2" 5" PLAN 6' NOTES FOR RAMPS: FLOATS AND STIFF BRISTLE BROOMS. CONCRETE TO BE PLACED 4" THICK AND FINISHED WITH TAMPS, WOOD 1/2 " EXPANSION JOINTS SHALL BE PLACED WHERE SIDEWALKS TIE IN TO A STRUCTURE OR TERMINATE AT CURB, RAMPS OR DRIVEWAYS. 2. 1. DETECTABLE WARNING TO BE PLACED PER ADA REQUIREMENTS.3. 2/ 2 3 / 2 6 Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 LIMIT OF PAYMENT TRENCH WIDTHS AND PAVING CUT- BACKS 4 6 8 10 12 14 15 16 18 20 24 30 36 42 48 40 42 44 46 48 50 51 52 54 56 60 66 72 78 84 NOMINAL PIPE DIAMETER (INCHES) TRENCH WIDTH (INCHES) TRENCH WIDTH NOTES: THE JAGGED EDGES OF THE EXISTING PAVEMENT ALONG THE TRENCH CUT SHALL BE SQUARED AND CUT TO A NEAT LINE WITH AN APPROPRIATE SAW ALONG STRAIGHT LINES PARALLEL TO THE CENTER OF THE PAVEMENT CUT. PAVING CUT- BACK PAVING CUT- BACKVERTICAL SIDE WALLS PROPERLY SHEATHED AND BRACED DIA. OF PIPE SCALE: NTS ALL STRIPING MUST BE REPLACED WITH THERMOPLASTIC. 12" RIBBON CURB COMPACTED BASE NOTE: 1. PROVIDE #6 X 18" LONG, SMOOTH DOWELS AT ALL EXPANSION JOINTS. 2. 3/4" EXPANSION JOINTS WITH BITUMINOUS SEALANT AT 30 FEET INTERVALS SCALE: NTS AND AT ALL RADII AND AT DRAINAGE STRUCTURES. 3. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 4. LIGHT BROOM FINISH ON ALL SURFACES, ALL RADII TO BE TRUE ARCS. 5. PROVIDE (2) #4 BARS, 10' LONG, CENTERED OVER ALL TRENCH CROSSINGS. 6. PROVIDE (2) #6 X 2.5' LONG BARS TO CONNECT EXISTING AND NEW CURBS. 7. GUTTER SHALL PITCH AS REQUIRED TO CONVEY DRAINAGE. ADJACENT PAVING 12" 6" COMPACTED BASE NOTE: 1. PROVIDE #6 X 18" LONG, SMOOTH DOWELS AT ALL EXPANSION JOINTS. 2. 3/4" EXPANSION JOINTS WITH BITUMINOUS SEALANT AT INTERVALS PER ACI SCALE: NTS 24" CURB AND GUTTER DETAIL PROVIDE 1% MIN. PITCH PER DRAINAGE CONDITIONS RECOMMENDATIONS, AT ALL RADII AND AT DRAINAGE STRUCTURES. 3. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 4. LIGHT BROOM FINISH ON ALL SURFACES, ALL RADII TO BE TRUE ARCS. 5. PROVIDE (2) #4 BARS, 10' LONG, CENTERED OVER ALL TRENCH CROSSINGS. 6. PROVIDE (2) #6 X 2.5' LONG BARS TO CONNECT EXISTING AND NEW CURBS. 7. GUTTER SHALL PITCH AS REQUIRED TO CONVEY DRAINAGE. ADJACENT PAVING 24" 18"6" 6" 12 " 6" 1" R 1" R 6" - 3,000 PSI CONCRETE (MIN. 350 PSI FLEXURAL STRENGTH) WELDED WIREMESH (TYP.)2" ABOVESUBGRADE (100% STANDARD DENSITY)REPLACEMENT PAVEMENT EXISTING ASPHALT TACK COAT CUT EXISTING ASPHALT BACK 5' AND REPLACE WITH NEW ASPHALT NEW ASPHALT SCALE: NTS PAVEMENT JOINT DETAIL 6" - ALDOT SECTION 825 CRUSHED AGGREGATE BASE MATERIAL SCALE: NTS BRICK PAVER BUILD-UP DETAIL 24" COMPACTED STRUCTURAL FILL(TOP 6" COMPACTED TO100% STANDARD DENSITY) BRICK PAVERS (100% MODIFIED DENSITY) 1" SAND SETTING BED TENSAR TX-130 GEOGRID NOTE: CONTRACTOR TO REFERENCE GEOTECHNICAL REPORT PERFORMED BY GEOCON FOR ADDITIONAL SOILS & COMPACTION INFORMATION. ALL CONCRETE MATERIAL AND PAVING OPERATIONS SHOULD MEET APPLICABLE SPECIFICATIONS OF THE AMERICAN CONCRETE INSTITUTE AND ALABAMA DEPARTMENT OF TRANSPORTATION. NOTE: CONTRACTOR TO REFERENCE GEOTECHNICAL REPORT PERFORMED BY GEOCON FOR ADDITIONAL SOILS & COMPACTION INFORMATION. ALL CONCRETE MATERIAL AND PAVING OPERATIONS SHOULD MEET APPLICABLE SPECIFICATIONS OF THE AMERICAN CONCRETE INSTITUTE AND ALABAMA DEPARTMENT OF TRANSPORTATION. SHEETC07 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call 20231216 DRL 2/23/26 N.T.S. Va t a n Mi x e d U s e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 HDPE PIPE BEDDING DETAIL SCALE: NTS MIN. TRENCH WIDTH (SEE TABLE) 4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPE 6" MIN. COVER TO RIGID PAVEMENT, H MIN. COVER TO FLEXIBLE PAVEMENT, H SPRINGLINE FINAL BACKFILL INITIAL BACKFILL HAUNCH BEDDING SUITABLE FOUNDATION NOTES: 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm). 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. 18" 15" 12" 39" 34" 30" PIPE DIAM.MIN. TRENCH WIDTH 8" 10" 6" 4" 26" 28" 23" 21" RECOMMENDED MINIMUM TRENCH WIDTHS 30" 24" 56" 48" 42" 36" 60" 48" 72" 64" 96" 80" 2'-0" JUNCTION BOX FRAME AND COVER 24"Ø HEAVY DUTY COVER NOTE: BOX SIZE SHALL BE ADEQUATE TO ACCOMMODATE SIZES AND ANGLES OF ENTRY OF ALL PIPES ENTERING STRUCTURE WITH A MINIMUM WALL THICKNESS OF 6" BETWEEN PIPES. SCALE: NTS JUNCTION BOX (JB) DETAIL TO CREATE A WATER TIGHT SEAL PRECAST REINFORCED CONCRETE MANHOLE SECTION CONFORMING TO LATEST REVISION OF ASTM C913 REINFORCED CONCRETE COLLARS AS NEEDED FLEXIBLE JOINT SEALANT - TO FILL AT LEAST 75% OF JOINT CAVITY SET FRAME IN FULL BED OF MORTAR 6"3'-0" MIN. 8"MIN REINFORCED TO MEET H-20 LOADING OUTSIDE OF PIPE +2" CLEARANCE MIN. 0.14 SQ. IN. STEEL PER VERTICAL FOOT, PLACED ACCORDING TO ASTM C913SPECIFICATIONS STEPS ON ALL STRUCTURES OVER FOUR FEET TALL REFER TO SPECS 3" CLEAR MORTAR ALL JOINTS IMPRINTED WITH "STORM" AGGREGATE FOUNDATION 6" COMPACTED GRADED 18" MIN. 18" MIN. JOINT OVERLAP 1/3 CIRCUMFERENCE 18"18" MIN.MIN. PIPE SECTION ISOMETRIC VIEW FILTER FABRIC FILTER FABRIC STORM PIPE JACKET OF THE PIPE 2/ 2 3 / 2 6 Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 VARIES SEE GRADING & DRAINAGE PLAN 24" 6" PROFILE NOTES: 1. 24" PVC DROP INLET TO BY NYLOPLAST OR EQUAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. THE FRAME SHALL BE STAMPED WITH "NO DUMPING DRAINS TO RIVER" OR EQUAL 2. THE DROP INLET GRATE SHALL BE 24" H-10 PEDESTRIAN GRATE (ROUND). PVC DRAIN SCALE: NTS AREA DRAIN (AD) DETAIL 2'-0" NOTE: BOX SIZE SHALL BE ADEQUATE TO ACCOMMODATE SIZES AND ANGLES OF ENTRY OF ALL PIPES ENTERING STRUCTURE WITH A MINIMUM WALL THICKNESS OF 6" BETWEEN PIPES. SCALE: NTS DROP INLET (DI) DETAIL DROP INLET FRAME AND GRATE 24"X24" GRATE W/ 1.25" X 4.5" OPENINGS TO CREATE A WATER TIGHT SEAL PRECAST REINFORCED CONCRETE MANHOLE SECTION CONFORMING TO LATEST REVISION OF ASTM C913 FLEXIBLE JOINT SEALANT - TO FILL AT LEAST 75% OF JOINT CAVITY 6"3'-0" MIN 8"MIN REINFORCED TO MEET H-20 LOADING OUTSIDE OF PIPE +2" CLEARANCE MIN. 0.14 SQ. IN. STEEL PER VERTICAL FOOT, PLACED ACCORDING TO ASTM C913SPECIFICATIONS STEPS ON ALL STRUCTURES OVER FOUR FEET TALL REFER TO SPECS 3" CLEAR MORTAR ALL JOINTS HEAVY DUTY AGGREGATE FOUNDATION 6" COMPACTED GRADED NOTE 1: CLEARANCE BETWEEN PIPE AND TRENCH WALL SHALL BE ADEQUATE TO SEE NOTE 1 EXCAVATION LINE BEDDING H Di ENABLE SPECIFIED COMPACTION BUT NOT LESS THAN Do/6 MIDDLE BEDDING LOOSELY PLACED UNCOMPACTED BEDDING EXCEPT FOR TYPE 4 Do/3 FOUDATION Do OVERFILL OR BACKFILLSW, ML, OR CL HAUNCH LOWER SIDE Do (MIN.) OUTER BEDDING MATERIAL AND COMPACTION EACH SIDE, SAME REQUIREMENTS AS HAUNCH Do/6 (MIN.) BEDDING H Di MIDDLE BEDDING LOOSELY PLACED UNCOMPACTED BEDDING EXCEPT FOR TYPE 4 Do/3 FOUDATION Do OVERFILLSW, ML, OR CL HAUNCH LOWER SIDE Do (MIN.) OUTER BEDDING MATERIAL AND COMPACTION EACH SIDE, SAME REQUIREMENTS AS HAUNCH EMBANKMENT INSTALLATIONTRENCH INSTALLATION TYPE 1 Do/24 MINIMUM; NOT LESS THAN 3". IF ROCK FOUNDATION, USE Do/12 MINIMUM; NOT LESS THAN 6". 95% CATEGORY I 90% CATEGORY I, 95% CATEGORY II, OR 100% CATEGORY III UNDISTURBED NATURAL SOIL WITH FIRMNESS EQUIVALENT TO THE FOLLOWING PLACED SOILS: 90% CATEGORY I, 95% CATEGORY II, 100% CATEGORY III, OR EMBANKMENT TO THE SAME REQUIREMENTS. INSTALLATION TYPE BEDDING THICKNESS HAUNCH AND OUTER BEDDING TRENCH INSTALLATION LOWER SIDE EMBANKMENT INSTALLATION LOWER SIDE TYPE 2 Do/24 MINIMUM; NOT LESS THAN 3". IF ROCK FOUNDATION, USE Do/12 MINIMUM; NOT LESS THAN 6". 90% CATEGORY I, OR 85% CATEGORY I, 90% CATEGORY II, OR 95% CATEGORY III UNDISTURBED NATURAL SOIL WITH FIRMNESS EQUIVALENT TO THE FOLLOWING PLACED SOILS: 85% CATEGORY I, 90% CATEGORY II, 95% CATEGORY III, OR EMBANKMENT TO THE SAME REQUIREMENTS. 95% CATEGORY II TYPE 3 Do/24 MINIMUM; NOT LESS THAN 3". IF ROCK FOUNDATION, USE Do/12 MINIMUM; NOT LESS THAN 6". 85% CATEGORY I, 90% CATEGORY II, OR 95% CATEGORY III UNDISTURBED NATURAL SOIL WITH FIRMNESS EQUIVALENT TO THE FOLLOWING PLACED SOILS: 85% CATEGORY I, 90% CATEGORY II, 95% CATEGORY III, OR EMBANKMENT TO THE SAME REQUIREMENTS. 85% CATEGORY I, 90% CATEGORY II, OR 95% CATEGORY III TYPE 4 NO BEDDING REQUIRED, EXCEPT IF ROCK FOUNDATION, USE Do/12 MINIMUM, NOT LESS THAN 6". NO COMPACTION REQUIRED EXCEPT IF CATEGORY III, USE85% CATEGORY III NO COMPACTION REQUIRED EXCEPT IF CATEGORY III, USE85% CATEGORY III NO COMPACTION REQUIRED EXCEPT IF CATEGORY III, USE85% CATEGORY III RCP STORM PIPE BEDDING DETAIL SCALE: NTS AS REQUIRED SCALE: NTS DOGHOUSE MANHOLE DETAIL 3'-0" MIN. AGGREGATE FOUNDATION 6" COMPACTED GRADED EXISTING 15" CMP BOTTOM TO BE CAST IN PLACE PLAN VIEW SECTION A-A 36" MIN. NEW 12" HDPE CONCRETE PAVED BENCH CUT AND REMOVE PIPE DOWN TO BENCH CUT AND REMOVE PIPE DOWN TO BENCHA A EXISTING 15" CMP GROUT PIPE PENETRATIONS GROUT PIPE PENETRATIONS GROUT PIPE PENETRATIONS EXIST. STORM INV. = 92.43 CONTRACTOR TO FIELD VERIFY PRIOR TO ORDERING STRUCTURE DO G H O U S E M A N H O L E D E T A I L 2/ 2 3 / 2 6 SHEETC08 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call PERMANENT SEEDING SCALE: NTSPS ZONE 3 - AREAS NOT SUBJECT TO FREQUENT MOWING DATE OF PLANTING LIME RATE:1 TON PER ACRE ON LIGHT-TEXTURED, SANDY SOILS (IF THE COVER WILL BE TALL FESCUE AND CLOVER USE 2 TONS/ACRE.)2 TONS PER ACRE ON HEAVY-TEXTURED, CLAYEY SOILS FERTILIZER RATE:GRASSES ALONE: 400 LB/ACRE OF 8-24-24WHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE:PER MULCHING DETAIL GRASS-LEGUME MIXTURES: 800 TO 1200 LB/ACRE OF 5-10-10 OR THE EQUIVALENTLEGUMES ALONE: 800 TO 1200 LB/ACRE OF 0-10-10 OR THE EQUIVALENT REQUIRED POUNDS PER ACRE OF PURE LIVE SEED ANNUAL RYEGRASS HULLED BERMUDAGRASS UNHULLED BERMUDAGRASS TALL FESCUE WEEPING LOVEGRASS RESEEDING CRIMSON CLOVER PENSACOLA BAHIAGRASS REQUIRED PERMANENT PLANT JAN. 1 TO FEB. 15 FEB. 16 TO AUG. 31 SEPT. 1 TO NOV. 30 DEC. 1 TO DEC. 31 10 29 29 29 29 MIXED 12 18 50 24 10 12 12 35 29 29 10 29 29 29 29 ANNUAL LESPEDEZA (KOBE) 2 2 TEMPORARY SEEDING SCALE: NTSTS SPECIES SEEDING RATE/ACRE NORTH CENTRAL SOUTH SEEDING DATES MILLET, BROWNTOP OR GERMAN 40 LBS MAY 1-AUG 1 APR 1-AUG 15 APR 1-AUG 15 RYE 3 BU SEPT 1-NOV 15 SEPT 15-NOV 15 SEPT 15-NOV 15 RYEGRASS 30 LBS AUG 1-SEPT 15 SEPT 1-OCT 15 SEPT 1-OCT15 SORGHUM-SUDAN HYBRIDS 40 LBS MAY 1-AUG 1 APR 15-AUG 1 APR 1-AUG 15 SUDANGRASS 40 LBS MAY 1-AUG 1 APR 1-AUG 1 APR 1-AUG 15 WHEAT 3 BU SEPT 1-NOV 1 SEPT 15-NOV 15 SEPT 15-NOV15 COMMON BERMUDAGRASS 10 LBS APR 1-JULY 1 MAR 15-JULY 15 MAR 1-JULY 15 CRIMSON CLOVER 10 LBS SEPT 1-NOV 1 SEPT 1-NOV 1 SEPT 1-NOV 1 LIME RATE:1 TON PER ACRE ON COARSE TEXTURED SOILS3 TONS PER ACRE ON FINE TEXTURED SOILS FERTILIZER RATE:APPLY 8-24-24 FERTILIZER PER MANUFACTURER'S RECOMMENDATIONSWHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE:PER MULCHING DETAIL MULCHING SCALE: NTSMU MATERIAL RATE PER ACRE &NOTES STRAW WITH SEED 1 1/2 - 2 TONS SPREAD BY HAND OR MACHINE; ANCHOR WHEN (70 LBS-90 LBS)SUBJECT TO BLOWING STRAW ALONE (NO SEED)2 1/2 - 3 TONS (115 LBS-160 LBS) WOOD CHIPS 5-6 TONS (225 LBS-270 LBS)TREAT WITH 12 LBS NITROGEN/TON BARK 35 CUBIC YARDS (0.8 CUBIC YARDS)CAN APPLY WITH MULCH BLOWER PINE STRAW 1-2 TONS (45 LBS-90 LBS) (PER 1000 SF) SPREAD BY HAND OR MACHINE; ANCHOR WHEN SUBJECT TO BLOWING SPREAD BY HAND OR MACHINE; WILL NOT BLOW LIKE STRAW PEANUT HULLS 10-20 TONS (450 LBS-900 LBS) WILL WASH OFF SLOPES. TREAT WITH 12 LBS NITROGEN/TON 20231216 DRL 2/23/26 N.T.S. Va t a n Mi x e d U s e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 UNDISTURBED GROUND LENGTH - 5' MIN. SPACED 10' MAX O.C. 44" TYPE "A" GEOTEXTILE FABRICCONFORMING TO ASSHTO M288 DISTURBED NOTE: OVERLAP JOINTS IN FABRIC AT POST TO PREVENT LEAKAGE OF SILT AT SEAM. COMPACTED BACKFILL FLOW SCALE: NTS SILT BARRIER TYPE "A" STEEL "T" POST 1.3LB/FT MIN. TRENCH FRONT VIEW SIDE VIEW SB SILT FENCE ROLL 1 ROLL JOINT FOR JOINING TWO SILT FENCE SECTIONS STEEL POST GROUND 10' MAX. OC 6" 32 " 36 " M I N . 24 " M I N . 32 " 6" 6"24 " M I N . W/ WIRE BACK SILT FENCE ROLL 2 POSTS (ONE POST APPLICABLE FOR TYPES A & B FENCE) ROLL THE ENDS OF EACH SECTION OF FENCE ONEOR MORE TIMES BEFORE INSTALLING THE POSTS FABRIC (WOVEN WIRE FENCE BACKING) SCALE: NTS SECTION B-B CURB INLET PROTECTION PAVEMENT GUTTER FLOW FL O W CATCH BASIN 9" DIAMETER WATTLE PLACED TO ALLOW CATCH BASIN OVERFLOW OF LARGER STORM EVENTS B FL O W CURBING PAVEMENT B CIP PLACE SANDBAG BETWEEN THE THROAT AND THE WATTLE TO PROVIDE AN OVERFLOW POINT PLACE SANDBAG OVER WATTLE TO PREVENT MOVEMENT PLACE SANDBAG OVER WATTLE TO PREVENT MOVEMENT 2/ 2 3 / 2 6 Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 50' MIN. ALABAMA HIGHWAY DEPARTMENT COARSE AGGREGATE GRADATION NO. 1 NON-WOVEN CLASS IV HARD SURFACE PUBLIC ROAD 12" MIN. 20' MIN. SCALE: NTS CONSTRUCTION EXIT PADCEP REPAIR AS NEEDED GEOTEXTILE UNDERLINER 8" FLO W EXISTING ROAD CONSTRUCTION EXIT PAD BERMED UP 8 INCHES TO PREVENT RUN-OFF FROM ENTERING THE RIGHT-OF-WAY PROFILE (SEE PLAN FOR SIZE AND LOCATION) 8" 3,000 P.S.I. CONCRETE CAST IRON VALVE BOX (SCREW TYPE) 2 CU. FT. OF STONE WATER MAIN GATE VALVE NRS FINISHED GRADE 8" 8" SCALE: NTS VALVE BOX SETTING BACKFLOW PREVENTER GATE VALVES WATER MAIN TO SITE SYSTEM SCALE: NTS 18" 6" PROFILE #6@12" EACH WAY 18" O.S.&Y. TO BLDG. PLAN DOUBLE CHECK VALVE ASSEMBLY WITH FREEZE PROTECTION 6" AMES 2000SS OR WATTS 774 PIPE MOUNTED TO FOUNDATION WITH PIPE BAND BOLTED TO TOP OF FOUNDATION. NOTE: PROVIDE FOUR BRONZE BALL VALVE TEST COCKS FITTED WITH BRASS PLUGS AT EACH GATE VALVE AND EACH CHECK VALVE. DCDA TO MEET ASSE 1048 AND AWWA C510 6" - -- PVC WATER BEDDING SCALE: NTS OF PIPESPRING LINE 6" LAYERS COMPACTED BEDDING, IF REQ'D. PIPE 12"12" 8" M I N . 3' M I N . CO V E R 12 " TO 85% STANDARD PROCTOR LAYERS COMPACTED HAUNCHING, MAX. 6", TO 90% STANDARD PROCTOR LAYERS COMPACTED INITIAL BACKFILL, MAX. 6", TO 95% STANDARD PROCTOR MAX. 6" LAYERS COMPACTED TO 100% BACKFILL WITH SELECT MATERIAL STANDARD PROCTOR (TOP 24" OF FILL TO BE COMPACTED TO 95% MODIFIED PROCTOR UNDER STRUCTURES AND ROADWAYS) MA T E R I A L S H A L L B E AN G U L A R S T O N E (3 / 4 " M A X . D I M E N S I O N ) , GR A V E L O R S A N D CLASS 1B MATERIAL, MAX. MAXMAX SANITARY SEWER PVC PIPE BEDDING SCALE: NTS OF PIPE SPRING LINE LAYERS COMPACTED BEDDING, MAX. 6", MAIN 8"8" 6" M I N . 1' TO 85% STANDARD PROCTOR LAYERS COMPACTED HAUNCHING, MAX. 6", TO 85% STANDARD PROCTOR LAYERS COMPACTED INITIAL BACKFILL, MAX. 6", TO 85% STANDARD PROCTOR MAX. 6" LAYERS COMPACTED TO 95% BACKFILL WITH SELECT MATERIAL STANDARD PROCTOR (TOP 24" OF FILL TO BE COMPACTED TO 95% MODIFIED PROCTOR UNDER STRUCTURES AND ROADWAYS) MA T E R I A L S H A L L B E AN G U L A R S T O N E (3 / 4 " M A X . D I M E N S I O N ) , GR A V E L O R S A N D 3' M I N . CO V E R SHEETC09 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call 20231216 DRL 2/23/26 N.T.S. Va t a n Mi x e d U s e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 2/ 2 3 / 2 6 Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 PLAN SCALE: NTS 3. FRAME TO BE WRAPPED WITH WIRE BACKED SILT FENCE FABRIC DROP INLET PROTECTION SIDE VIEW & NAILED TO THE FRAME @ 6" O.C. 1. THE SEDIMENT BOX TO BE MADE OF 2"X4" P.T. BOARDS 2. THE MAX. POST SPACING IS 2'. 2"X4" P.T. POSTS TYP. COMPACTED GRADE BRACING INLET 2"X2" P.T. CROSS FIP TY P E " A " S I L T F E N C E INSTALLED SECURELY AGAINST THE EXTERIOR SURFACE OF THE INLET W/ W I R E B A C K I N G TY P E " A " S I L T F E N C E W/ W I R E B A C K I N G INLET 2' MAX. TYPE"A" SILT FENCEW/ WIRE BACKING 12 " 12 " M I N . 30 " M A X . FABRIC BURIED 12"W/ COMPACTED EARTH FILL 2"X4" P.T. POSTS TYP. INSTALLED SECURELY AGAINST THE EXTERIOR SURFACE OF THE INLET 4'4' 2' WOOD STAKE STAKE WITHIN 2' OF THE END OF WATTLE 8" STRAW WATTLE EMBEDDED IN A 2' CROSS SECTION SCALE: NTS WATTLE INSTALLATION DETAIL 2" DEEP TRENCH 8" STRAW WATTLE EMBEDDED IN A 2" DEEP TRENCH W MANHOLE WALL MANHOLE GASKETTAKE-UPCLAMP POWERSLEEVE TYPICAL "BOOT" DETAIL PSX ASSEMBLY AS MANUFACTURED BY PRESS-SEAL GASKET CORPORATION OR APPROVED EQUAL SCALE: NTS SEWER PIPE 12" X12"X6"TH. CONC. COLLAR 1/2"FINISH GRADE 4" SANITARY ELL SANITARY SEWER CLEANOUT SCALE: NTS TOP & BRONZE PLUG ZURN Z-1400-HD, WADE W-6000-2, CLEANOUT TO BE 4" DURA-COATED HEAVY DUTY WITH ROUND NOTE: SEWER PIPE 12" X12"X6"TH. CONC. COLLAR 1/2"FINISH GRADE WATTS CO-Z00-RX4, OR APPROVED EQUAL. FINISH GRADE(LANDSCAPING)(PAVEMENT) 4" SANITARY TWO-WAY CLEANOUT FITTING ONE-WAY TWO-WAY SHEETC10 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call 20231216 DRL 2/23/26 N.T.S. Va t a n Mi x e d U s e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 2/ 2 3 / 2 6 Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 PIPE REQ'D. BITUMINOUS CONCRETE PATCH WEARING SURFACE & BINDER LAYER (MIX 424), MATCH EXISTING PAVEMENT THICKNESS EXISTING ASPHALT PAVEMENT EXISTING BASE COURSE REQ'D. 401-A BITUMINOUS TREATMENT, 'TYPE A' 1'1' REQ'D: SAW CUT (TYP. ) BACKFILL MATERIAL MIN.MIN.MIN.MIN. TRENCH WEARING SURFACE 1' BASE MATERIAL 1' REQ'D. BASE MATERIAL MATCH EXISTING BASE THICKNESS PAVEMENT PATCH SCALE: NTS & MATERIAL (0.25 GAL/SY) XXXXXXXXXX X X X X X X X X X X X X X X X X X XXXXX 36" LIVE OAK 48" LIVE OAK 30" LIVE OAK 26" LIVE OAK 24" LIVE OAK 24" LIVE OAK SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS MAGNOLIA AVENUE 66 FT. R/W (PUBLIC) RIM:101.2' INV:98.1' OHP 15"RCP15"RCP 18 " R C P G W W W W W W W W W W W W W W G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W EDGE OF PAVEMENT 15 " C M P G G G G G G G G G G G G G G G G G G G G G G 11 1 11 010 910 8 10 710 6 10 510 4 10 3 102 101 100 101 100 99 98 97 96 95 96 97 98 99 10 0 10 1 10 2 10 4 10 5 11 0 10 9 10 8 107 10 6 105 10 410 3 10 2 10099 < <<< < << <<<<<< > > FENCE ONLINE FENCE 0.2' N RIM:100.4' INV:97.1'(15") INV:96.5'(18") RIM:101.8' THROAT:100.9' SS 48" RIM:99.7' INV:97.4'(15") INV:96.0'(18"IN) INV:91.5'(18"OUT) LANDSCAPE PLANTER (DESIGN BY OTHERS) <> > <AREA DRAIN GRATE=104.30 INV=99.78 35 LF, 10" HDPE @ 1.0%DROP INLET A/B GRATE=103.94 INV=99.30 JUNCTION BOX A/B RIM=104.05 INV=99.14 DROP INLET A/B GRATE=103.95 INV=99.24 AREA DRAIN A/B GRATE=101.96 INV=98.00 34 LF, 12" HDPE @ 3.4% 14 LF, 12" HDPE @ 1.1% 9 LF, 12" HDPE @ 1.1% 53 LF, 12" HDPE @ 1.8% DROP INLET A/B GRATE=105.30 INV=100.23 47 LF, 12" HDPE @ 1.6% 20 LF, 12" HDPE @ 2.4% DOGHOUSE MANHOLE RIM=95.24 INV=92.43 AREA DRAIN A/B GRATE=103.81 INV=99.43 13 LF, 10" HDPE @ 1.0% AREA DRAIN GRATE=105.59 INV=100.71 AREA DRAIN GRATE=104.64 INV=101.03 32 LF, 10" HDPE @ 1.0% 36 LF, 10" HDPE @ 1.0% AREA DRAIN GRATE=103.71 INV=99.28 38 LF, 12" HDPE @ 2.0% AREA DRAIN A/B GRATE=96.84 INV=92.90 73 LF, 12" HDPE @ 7.0% DROP INLET A/B GRATE=105.77 INV=101.00 105 10 6 106 107 10 5 104 10 9 11 0 104 104 1021011009998 102101 10099 103 104 104 104 97 96 10 0 101 102 105 10 3 104 99 98 10 8 103 10310210110099 104 10497103 103 < > > AREA DRAIN A/B GRATE=105.18 INV=100.35 12 LF, 10" HDPE @ 1.0% > RD RD RD RD RD RD RD > < > TO P O F W A L L EL = 1 1 1 . 5 4 ' TO P O F W A L L EL = 1 1 0 . 8 7 ' TO P O F W A L L EL = 1 0 9 . 5 4 ' TO P O F W A L L EL = 1 0 8 . 2 1 ' TOP OF WALL EL=106.88' 105 105 105 STUB 8" PIPE FOR ROOF DRAIN AND POOL EQUIP. STUB 12" PIPE THROUGH WALL & CAP FOR FUTURE TIE-IN. SEE STRUCTURAL PLANS FOR DETAIL LANDSCAPE PLANTER (DESIGN BY OTHERS) 104 AREA DRAIN A/B GRATE=104.16 INV=98.85 AREA DRAIN A/B GRATE=104.07 INV=98.76 21 LF, 12" HDPE @ 2.0% 4 LF, 12" HDPE @ 2.0% RD RD RD UNIT 2 FFE=110.12 2,378 SFUNIT 1 FFE=104.52 1,594 SF UNIT 3 FFE=105.87 2,836 SF UNIT 5 FFE=105.26 1,532 SF UNIT 7 FFE=104.76 1,551 SF UNIT 6 FFE=104.47 1,441 SF UNIT 4 FFE=105.32 1,369 SF GARAGE FFE=106.18 GARAGE FFE=105.87 GARAGE FFE=105.26 GARAGE FFE=104.76 GARAGE FFE=104.47 GARAGE FFE=105.32 GARAGE FFE=106.12 TERRACE TERRACE STAIR FFE=106.54 EQ U I P . S L A B FF E = 1 0 5 . 7 8 SHEETC02 DRAWN DATE SCALE JOB No. 2/22/26 SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T G R A D I N G & DR A I N A G E P L A N SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER AWAY FROM THE REFER TO THE GEOTECHNICAL REPORT FOR PREPARATION OF THE SUBGRADE. BUILDING PAD. 23. 24. PIPE LENGTHS SHOWN ARE LINEAR DISTANCES BETWEEN CENTER TO CENTER OF STRUCTURES. THE CONTRACTOR SHALL DETERMINE THE QUANTITY OF PIPE NEEDED FOR THE JOB, BASED ON SLOPE LENGTH AND WHOLE STANDARD PIPE SECTIONS. JUNCTION BOX = TOP; THE TOP MOST PART OF THE RIM AND COVER CASTING. CATCH BASIN = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DROP INLET = GRATE; THE TOP MOST PART OF THE FRAME AND GRATE. WEIR INLET = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DEFINITION OF THE TYPE OF TOP IS AS LISTED: THE ELEVATION OF MANHOLE/INLET TOPS ARE TO BE AT THE FINISH ELEVATION SHOWN. THE THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDINGS OR PAVEMENT SHALL RECEIVE FOUR INCHES OF TOPSOIL AND STABILIZED PER THE LANDSCAPE PLAN. THE TYPE OF PIPE MAY BE ALTERED IF APPROVED BY THE ENGINEER. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPES STORM PIPE SHALL BE AS FOLLOWS: BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE UTILITY TRENCHES SHALL BE DE-WATERED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER AND THE SPECIFICATIONS. APPROVED MEASURES SHALL BE TAKEN TO ENSURE THE PROPER INSTALLATION OF THE PIPING SYSTEM. THE CONTRACTOR SHALL HOLD THE OWNER GRADING & DRAINAGE NOTES STANDARDS UNLESS APPROVED OTHERWISE BY THE ENGINEER. ALL STRUCTURES SHALL BE PRECAST CONCRETE PER ASTM C-478/C-913 AND ALDOT STEEPER THAN 3:1 SHALL BE COVERED WITH CURLEX BLANKETS BY AMERICAN EXCELSIOR ALL CAST IN PLACE CONCRETE TO HAVE A MIN. 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I. AND ENGINEER HARMLESS FOR ADDITIONAL COSTS FOR DE-WATERING AND BACKFILL LABOR & ALL STRUCTURAL FILL AREAS TO BE CONSTRUCTED UNDER THE DIRECTION OF A SOILS ENGINEER. REFER TO THE GEOTECHNICAL REPORT BY GEOCON ENGINEERING & MATERIALS GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPE SHALL BE WELL ROUNDED. ELEVATIONS REPRESENT FINAL GRADE. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE TREE PROTECTION, SAVE AREAS, SILT BARRIER INSTALLATION AND DETENTION FACILITIES ARE CONSTRUCTED. THE LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET. ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. RCP, CLASS III PER ALDOT SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT COMPANY OR EQUAL. AND HIGHWAYS, LATEST EDITION. MATERIALS. TESTING, INC. FOR COMPACTION REQUIREMENTS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16.. 17. 18. 19. 20. MAXIMUM CUT OR FILL SLOPE IS 3H:1V CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 21. 22. THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER RECORD DRAWINGS OF AS-BUILT CONDITIONS FOR THE DEVELOPMENT OF THE SITE. HDPE, ADS N12 PIPE PER SPECIFICATIONS. ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM.25. CONTRACTOR SHALL PROVIDE A SURVEYED AS-BUILT OF THE STORM SYSTEM.26. PROPOSEDEXISTING GRADING & DRAINAGE PLAN LEGEND STORM SEWER PIPING JUNCTION BOX (JB) CONTOURS SPOT ELEVATION XXX + XXX.XX XXX XXX.XX HIGH POINT HP TYPE "S" 2- WING INLET (DWCB) DROP INLET (DI) WEIR INLET (WI) TYPE "S" 1- WING INLET (SWCB) UNDERDRAIN ROOF DRAIN (8" TYP.) UD RD PVC, SCH. 40 PIPE PER SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED 27. TO THE RIGHT OF WAY. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 2/ 2 2 / 2 6 400 5 10 20 10 SCALE 20231216 1"=10'DRL Va t a n M i x e d Us e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 FIRM NO. 01003C0644M EFFECTIVE DATE APRIL 19, 2019, SHOWS THE PROPERTY TO BE SITUATED IN ZONE X UNSHADED. NOTES: CIVIL PLANS NOT TO BE USED FOR BUILDING LAYOUT. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR BUILDING LAYOUT. ANY DISCREPANCIES BETWEEN THE BUILDING FOOTPRINTS AS SHOWN HEREIN AND THE ARCHITECTURAL / STRUCTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE CIVIL ENGINEER IMMEDIATELY. PRIOR TO INSTALLING SIDEWALKS ALONG CHURCH STREET AND MAGNOLIA AVENUE, THE CONTRACTOR SHALL HAVE A PRE-INSTALLATION MEETING WITH THE PUBLIC WORKS DIRECTOR, THE ARBORIST, AND THE ENGINEER OF RECORD. THE PURPOSE OF THE MEETING IS TO REVIEW THE SIDEWALK ELEVATIONS FOR COMPLIANCE WITH ADA AND TO EXAMINE THE RELATIONSHIP OF THE SIDEWALK WITH THE TREE ROOT MOUNDS. IF THERE ARE ROOTS THAT INTERFERE WITH THE SIDEWALK ELEVATIONS, A TREE WELL, CURB OR SIDEWALK MODIFICATIONS MAY BE REQUIRED. CURB FLOW LINE FL TOP OF CURB TOC TOP OF WALL TOW BOTTOM OF WALL BOW RE - I S S U E E N T I R E S H E E T 6/ 5 / 2 0 2 5 TOP OF FOUNDATION WALLS OF ALL BUILDINGS SHALL BE A MINIMUM OF 0.50' ABOVE EXTERIOR FINISHED GRADE, EXCEPT AT ENTRANCES. GRADE SHALL SLOPE AWAY FROM FOUNDATION TO 28. PROMOTE POSITIVE DRAINAGE. ROOF DRAIN STUBS SHALL BE PVC OR HDPE AT 1.0 % MINIMUM SLOPE TO STORM SEWER.29. ENDS OF STUBS SHALL BE CAPPED FOR FUTURE CONNECTION BY BUILDING CONTRACTOR. 1. AS-BUILT SURVEY DATA WAS COLLECTED ON ON OCTOBER 1, 2025, OCTOBER 14, 2025 & FEBRUARY 18, 2026. FOR STORM AND UTILITY LOCATIONS ONLY. NO VERTICAL CONSTRUCTION WAS COMPLETE AT THE TIME OF THE AS-BUILT SURVEY. 2. ROOF DRAINS WERE NOT INCLUDED IN AS-BUILT SURVEY. THEY ARE SHOWN HEREIN PER THE IFC DESIGN DRAWINGS 3. STORM INVERTS WERE NOT INCLUDED IN AS-BUILT SURVEY. INVERTS SHOWN ARE PER THE IFC DESIGN DRAWINGS. 4. AS BUILT GRATE AND RIM ELEVATIONS ARE DENOTED A/B. ALL OTHERS WERE NOT AT FINAL DESIGN GRADE AT THE TIME OF SURVEY AND ELEVATIONS SHOWN ARE PER THE IFC DESIGN DRAWINGS. AS-BUILT NOTES XXXXXXXXXX X X X X X X X X X X X X X X X X XXXXX 36" LIVE OAK 48" LIVE OAK 30" LIVE OAK 26" LIVE OAK 24" LIVE OAK 24" LIVE OAK SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS MAGNOLIA AVENUE 66 FT. R/W (PUBLIC) CH U R C H S T R E E T 6 6 F T . R / W ( P U B L I C ) EXISTING BUILDING EXISTING BUILDING LOT A2 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND TURNER INSTRUMENT NO. 1807835 COMMON AREA 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) LOT B 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND SOSNOWCHIK INSTRUMENT NO. 1805011 STREET SUBDIVISION (SLIDE 2494-F) LO T 3 RE P L A T O F L O T 1 W O O D C H U R C H SU B D I V I S I O N (S L I D E 2 4 6 2 - A ) FS T A N D 4 1 2 F A I R H O P E L L C IN S T R U M E N T N O . 1 9 7 7 3 9 8 RIM:101.2' INV:98.1' OHP OHP 15"RCP15"RCP 18 " R C P 18"RCP G W W W W W W W W W W W W W W W G G G G G G G G G G G G G W W W W W W W W W W W W W W W W GGG W EDGE OF PAVEMENT 15 " C M P G G G G G G G G G G G G G G G G G G G G G G OHP OHP 11 1 11 010 910 8 10 710 6 10 510 4 10 3 102 101 100 101 100 99 98 97 96 95 96 97 98 99 10 0 10 1 10 2 10 4 10 5 11 0 109 10 8 107 10 6 105 10 410 3 10 2 10099 FENCE ONLINE FENCE 0.2' N RIM:100.4' INV:97.1'(15") INV:96.5'(18") RIM:101.8' THROAT:100.9' RIM:95.6' INV:89.6' RIM:101.3' INV:93.0' RIM:101.47' INV:94.9' RIM:103.7' INV:97.3' SS SS SS SS SS SS SS SS SSSS SSSS SS UG E UG E UG E UG E UG E UG E UGE UGE UGE UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UG T UGT UG E UG E UG E UG E UGE UGE UGE UG E UG E UG E SS SSSS SS SSSS T 48" RIM:99.7' INV:97.4'(15") INV:96.0'(18"IN) INV:91.5'(18"OUT) W W F F F F F F F F F F F F F F F FF FFF FF SS C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O.C.O. C.O. C.O. E G E GE G EGGE E G EG GA S W / H GA S W / H C.O. C.O. C.O. 105 10 6 106 107 10 5 104 10 9 11 0 104 104 1021011009998 102101 10099 103 104 104 104 97 96 10 0 101 102 105 10 3 104 99 98 10 8 103 10310210110099 104 10497103 103 CONNECT TO EXISTING CLEAN OUT RELOCATE VALVE AND FIRE HYDRANT OUTSIDE PROPOSED SIDEWALK. MANIFOLD FOR THREE (3) - 1" RESIDENTIAL & ONE (1) - 1.5" COMMERCIAL WATER METERS NOT INSTALLED AT TIME OF AS-BUILT SURVEY 6" WATER SERVICE CONSOLIDATED PIPE & SUPPLY TO TAP EXISTING WATER MAIN & INSTALL VALVES PER FPU SPECIFICATIONS 6" D.I. WATER SERVICE 6" M.J. GATE VALVES (2) W/ MEGALUGS 6" FIRE SERVICE PER FPU SPECIFICATIONS 6" D.I. FIRE SERVICE 26 LF, 6" PVC SDR 35 @ 1.04% MIN. 13 LF, 6" PVC SDR 35 @ 1.04% MIN. 17 LF, 6" PVC SDR 35 @ 1.04% MIN. 15 LF, 4" PVC SDR 35 @ 1.04% MIN. 11 LF, 6" PVC SDR 35 @ 1.04% MIN. 21 LF, 4" PVC SDR 35 @ 1.04% MIN. 8 LF, 4" PVC SDR 35 @ 1.04% MIN. 53 LF, 6" PVC SDR 35 @ 1.04% MIN. 21 LF, 6" PVC SDR 35 @ 1.04% MIN.22 LF, 6" PVC SDR 35 @ 1.04% MIN. 8 LF, 6" PVC SDR 35 @ 1.04% MIN. 7 LF, 4" PVC SDR 35 @ 1.04% MIN. 3 LF, 6" PVC SDR 35 @ 1.04% MIN. 31 LF, 6" PVC SDR 35 @ 1.04% MIN. 1" & 1 12" WATER SERVICE 6" FIRE SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1" & 1 12" WATER SERVICE 6" FIRE SERVICE 105 105 105 104 15 LF, 6" PVC SDR 35 @ 1.04% MIN. 3 LF, 4" PVC SDR 35 @ 1.04% MIN. UGT UGT UGT UG E UGE UGE UGE UGE UGE UGE W W W W W W W W W W W W W W W W W W WATER METER MANIFOLD FOUR (4) - 1" RES. SERVICES ONE (1) - 1.5" COM. SERVICE 2 x 1" W . S . 6 x 1" W.S. & 1 x 1.5" W.S. 5 x 1 " W . S . 4 x 1 " W . S . 2 x 1 " W . S . GGGG GG UGE UGE UGE UGT UGT T 2x4" SECONDARY 2x4" SECONDARY 3x2" PRIMARY 2x4" SECONDARY 3x2" PRIMARY 3x2" PRIMARY GV GV GV GV GV GV GV GV 2x4" SECONDARY 20 LF, 6" PVC SDR 35 @ 1.04% MIN. 2x4" SECONDARY G G G G G G G G G G G G G G G W W W W W W FFF F F SHEETC04 DRAWN DATE SCALE JOB No. 2/22/26 SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T UT I L I T Y P L A N THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT AND HIGHWAYS, LATEST EDITION. 9. 10. 11. 12. THE GAS SERVICE SHALL BE INSTALLED TO THE METER BY THE LOCAL GAS UTILITY. REFER TO THE MECHANICAL/PLUMBING PLANS FOR THE METER LOCATION. 13. THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SECONDARY WIRING AND CONDUIT FROM THE PAD MOUNTED TRANSFORMER TO THE LOCATION OF THE METERS. REFER TO THE 14. UTILITY NOTES COMPLIANCE OF ALL SYSTEMS WITH THESE CODES. INTIMATE WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, AND VALVES, FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH FPU SPECIFICATIONS. OF FAIRHOPE PUBLIC UTILITIES (FPU) PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING, CONTRACTOR AND CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS THE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED PLUMBING THE SANITARY SEWER LINE SHALL BE TESTED FOR INFILTRATION/EXFILTRATION IN CONTRACTOR TO PROVIDE SURVEYED AS-BUILT OF WATER AND SEWER SYSTEMS AS INSTALLED PRIOR TO REQUESTING A PUNCH LIST. REQUIREMENTS OF FPU AND OTHER UTILITY PROVIDERS. THE CONTRACTOR SHALL BE ACCORDANCE WITH FPU STANDARDS & SPECIFICATIONS. ALL PVC PIPE SHALL BE MARKED USING DETECTABLE UNDERGROUND UTILITY MARKER TAPE TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND 3 INCHES IN WIDTH. MINIMUM TENSILE STRENGTH SHALL BE 35 POUNDS AND TAPE SHALL ELONGATE NOT LESS THAN 80 PERCENT ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THE BACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE. THE TAPE SHALL BE ATTACHED TO FITTINGS, VALVES, HYDRANTS, ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT 1. 2. 3. 4. 5. 6. BEFORE BREAKING. TAPE SHALL BE PERMANENTLY IMPRINTED WITH AN APPROPRIATE LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE. THE SIGNAL TO THE TAPE WITHOUT HAVING TO DIG DOWN TO THE PIPE. PRIOR TO BACKFILLING AND TESTING. THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE WITH NFPA-24. THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND FPU WATER MAINS UNDER 4" SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241. PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 200 PSI, SDR 21 OR HEAVIER. WATER MAINS 4"-12" SHALL CONFORM TO THE REQUIREMENTS OF AWWA C900, SDR 18 OR HEAVIER. 7. 8. THE PROPOSED WATER MAIN SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED WITH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND 15. TESTED PER AWWA STANDARDS. LEAKAGE TEST PERFORMED AT 200PSI FOR MINIMUM OF 2 HOURS. DRILL AND CORE THE EXISTING SEWER MANHOLE(S) FOR THE NEW SERVICE LEADERS. 16. ALL LEADERS TAPPED INTO MANHOLES SHALL HAVE A RUBBER KOR-N-SEAL WATERTIGHT CONNECTION. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 2/ 2 2 / 2 6 400 5 10 20 10 SCALE 20231216 1"=10'DRL Va t a n M i x e d Us e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 POST INDICATOR VALVE GAS VALVE WATER METER EXISTING SS G FIRE HYDRANT ASSEMBLY MANHOLE WATER SANITARY SEWER THRUST BLOCK UNDERGROUND ELECTRIC GAS UGE PROPOSED G OHP OVERHEAD POWER UGE OHP WW SS CLEAN OUT WW C.O. UTILITY PLAN LEGEND SS GAS METER (PER ARCHITECTURAL PLANS) ELECTRIC METER (PER ARCHITECTURAL PLANS) G E ELECTRICAL PLANS FOR THE METER LOCATION. VERIFY EXACT WATER, SEWER, AND FIRE CONNECTIONS FOR ALL BUILDINGS WITH ARCHITECT.17. ALL FIRE SERIVICES SHALL HAVE BACK FLOW PREVENTERS ON RISERS. SEE ARCHITECTURAL 18. PLANS FOR DETAILS. AD D V A L V E S O N W A T E R / F I R E L A T E R A L S 6/ 9 / 2 0 2 5 1. AS-BUILT SURVEY DATA WAS COLLECTED ON ON OCTOBER 1, 2025, OCTOBER 14, 2025 & FEBRUARY 18, 2026. 2. AS-BUILTS ARE BASED ON SURVEYED LOCATION OF UTILITIES WHERE EXPOSED NEAR FUTURE BUILDING CONNECTIONS OR METER CONNECTIONS, AND APPROXIMATE TRENCH LOCATIONS PROVIDED BY THE CONTRACTOR. 3. NO METERS WERE INSTALLED AT THE TIME OF THE SURVEY. THE METERS LOCATIONS ARE SHOWN PER THE IFC DESIGN DRAWINGS. 4. WATER & FIRE LATERALS, VALVES, FITTINGS & METERS IN ROW WERE NOT INSTALLED AT TIME OF AS-BUILT SURVEY. LOCATION IS SHOWN PER THE IFC DESIGN DRAWINGS. 5. WATER SERVICES INSIDE THE PROPERTY WERE INSTALLED IN SHARED TRENCHES WHERE POSSIBLE. THE LOCATION SHOWN HEREIN IS APPROXIMATE CENTERLINE OF 2' WIDE TRENCH BASED ON INFORMATION PROVIDED BY THE CONTRACTOR. 6. FIRE SERVICE LOCATIONS WERE NOT INCLUDED IN AS-BUILT SURVEY. LOCATION IS SHOWN PER THE IFC DESIGN DRAWINGS. 7. ELECTRICAL AND COMMUNICATION CONDUIT ARE SHOWN PER ELECTRICAL SITE PLAN AND RED-LINE INFORMATION PROVIDED BY CONTRACTOR, AND AS-BUILT SURVEY INFORMATION COLLECTED AT EXPOSED ENDS OF CONDUIT. 8. TRANSFORMERS WERE NOT INSTALLED AT TIME OF AS-BUILT SURVEY. 9. GAS TRUNK LINE SHOWN PER RED-LINE INFORMATION PROVIDED BY CONTRACTOR. SERVICE LINES WERE FIELD SURVEYED AT EXPOSED END OF GAS PIPE AND VALVE LOCATIONS, AND WERE ASSUMED TO CONNECT PERPENDICULAR TO THE TRUNK LINE. 10. ALL UNDERGROUND UTILITY INFORMATION IS APPROXIMATE AND BASED ON THE BEST AVAILABLE DATA AT THE TIME OF THE SURVEY. 11. SEWER CLEAN OUTS WERE FIELD SURVEYED AND UNDERGROUND SEWER SERVICE LINES WERE ADJUSTED TO MATCH THE CLEAN OUT LOCATIONS. TERRACE TERRACE UNIT 4 FFE=105.32 1,369 SF UNIT 6 FFE=104.47 1,441 SF UNIT 7 FFE=104.76 1,551 SF UNIT 5 FFE=105.26 1,532 SF UNIT 3 FFE=105.87 2,836 SF UNIT 1 FFE=104.52 1,594 SF UNIT 2 FFE=110.12 2,378 SF AS-BUILT NOTES UNDERGROUND COMM.UGTUGE WATER VALVE GVGV TRANSFORMER (PER ELECTRICAL PLANS)T ! ! " # $ #%$ #&' $ # ($ # $ #%$ # ( ( ( ( ( ( ( ( ( ( ( ( ( ( $ #%$ #&'%$ #& '%$ #& ' ! ! 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XXXX SIM door identification; re: door schedule column grid identification; re: structure window identification; re: A9.0 detail reference bubble section reference marker; re: building sections symbol legend 0' -0" ELEVATION elevation marker 1/A101 elevation identification 1 A101 40 ' - 0 " 40 ' - 0 " washer hill lipscomb cabaniss architecture, llc copyright 2020 1744 oakdale dr t. 225.767.1530 baton rouge, la f. 225.767.0018 not for construction w w w . w h l c a r c h i t e c t u r e . c o WHLC 22-214 08.17.23 A4.00 SD EXTERIOR ELEVATIONS -- - SCALE: 1/8" = 1'-0"2 WEST SCALE: 1/8" = 1'-0"1 SOUTH 35 ' 0 " 35 ' 0 " 35 ' 0 " ALL GLAZING THIS ELEVATION TO BE FIRE RATED ALL GLAZING THIS ELEVATION TO BE FIRE RATED 101 0 ? XXXX SIM door identification; re: door schedule column grid identification; re: structure window identification; re: A9.0 detail reference bubble section reference marker; re: building sections symbol legend 0' -0" ELEVATION elevation marker 1/A101 elevation identification 1 A101 washer hill lipscomb cabaniss architecture, llc copyright 2020 1744 oakdale dr t. 225.767.1530 baton rouge, la f. 225.767.0018 not for construction w w w . w h l c a r c h i t e c t u r e . c o WHLC 22-214 08.17.23 A4.01 SD EXTERIOR ELEVATIONS -- - SCALE: 1/8" = 1'-0"1 NORTH SCALE: 1/8" = 1'-0"2 EAST 35 ' 0 " 35 ' 0 " XXXXXXXXXX X X X X X X X X X X X X X X X X XXXXX 36" LIVE OAK 48" LIVE OAK 30" LIVE OAK 26" LIVE OAK 24" LIVE OAK 24" LIVE OAK SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS MAGNOLIA AVENUE 66 FT. R/W (PUBLIC) CH U R C H S T R E E T 6 6 F T . R / W ( P U B L I C ) EXISTING BUILDING EXISTING BUILDING LOT A2 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND TURNER INSTRUMENT NO. 1807835 COMMON AREA 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) LOT B 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND SOSNOWCHIK INSTRUMENT NO. 1805011 STREET SUBDIVISION (SLIDE 2494-F) LO T 3 RE P L A T O F L O T 1 W O O D C H U R C H SU B D I V I S I O N (S L I D E 2 4 6 2 - A ) FS T A N D 4 1 2 F A I R H O P E L L C IN S T R U M E N T N O . 1 9 7 7 3 9 8 RIM:101.2' INV:98.1' OHP OHP 15"RCP15"RCP 18 " R C P 18"RCP G W W W W W W W W W W W W W W W G G G G G G G G G G G G W W W W W W W W W W W W W W W W GGG W EDGE OF PAVEMENT 15 " C M P G G G G G G G G G G G G G G OHP OHP 11 1 11 010 910 8 10 710 6 10 510 4 10 3 102 101 100 101 100 99 98 97 96 95 96 97 98 99 10 0 10 1 10 2 10 4 10 5 11 0 109 10 8 107 10 6 105 10 410 3 10 2 10099 UNIT 2 FFE=110.12 2,378 SFUNIT 1 FFE=104.52 1,594 SF UNIT 3 FFE=105.87 2,836 SF UNIT 5 FFE=105.26 1,532 SF UNIT 7 FFE=104.76 1,551 SF UNIT 6 FFE=104.47 1,441 SF UNIT 4 FFE=105.32 1,369 SF FENCE ONLINE FENCE 0.2' N RIM:100.4' INV:97.1'(15") INV:96.5'(18") RIM:101.8' THROAT:100.9' RIM:95.6' INV:89.6' RIM:101.3' INV:93.0' RIM:101.47' INV:94.9' RIM:103.7' INV:97.3' SS SS SS SS SS SS SS SS SS SS SSSS SSSS SS SS SS SS GARAGE FFE=106.18 GARAGE FFE=105.87 GARAGE FFE=105.26 GARAGE FFE=104.76 GARAGE FFE=104.47 GARAGE FFE=105.32 GARAGE FFE=106.12 48" RIM:99.7' INV:97.4'(15") INV:96.0'(18"IN) INV:91.5'(18"OUT) W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W W W W W W F F F F F F F F F F F FF W W W W W W W W F F LANDSCAPE PLANTER (DESIGN BY OTHERS) FF FF SS TERRACE TERRACE 105 10 6 106 107 10 5 104 10 9 11 0 104 104 1021011009998 102101 10099 103 104 104 104 97 96 10 0 101 102 105 10 3 104 99 98 10 8 103 103 102 10110099 104 10497103 103 PROPOSED TRANSFORMER LOCATION RESIDENTIAL TRASH RESIDENTIAL TRASH COMMERCIAL TRASH W/ SCREENING PER ARCHITECTURAL PLANS RESIDENTIAL TRASH RESIDENTIAL TRASH RESIDENTIAL TRASH RESIDENTIAL TRASH RESIDENTIAL TRASH COMMERCIAL TRASH W/ SCREENING PER ARCHITECTURAL PLANS CONNECT TO EXISTING CLEAN OUT RELOCATE VALVE AND FIRE HYDRANT OUTSIDE PROPOSED SIDEWALK. MANIFOLD FOR FOUR (4) - 1" RESIDENTIAL & ONE (1) - 1.5" COMMERCIAL WATER METERS MANIFOLD FOR THREE (3) - 1" RESIDENTIAL & ONE (1) - 1.5" COMMERCIAL WATER METERS 6" WATER SERVICE CONSOLIDATED PIPE & SUPPLY TO TAP EXISTING WATER MAIN & INSTALL VALVES PER FPU SPECIFICATIONS 6" D.I. WATER SERVICE 6" M.J. GATE VALVES (2) W/ MEGALUGS 6" FIRE SERVICE PER FPU SPECIFICATIONS 6" D.I. FIRE SERVICE 25 LF, 6" PVC SDR 35 @ 1.04% MIN. 13 LF, 6" PVC SDR 35 @ 1.04% MIN. 16 LF, 6" PVC SDR 35 @ 1.04% MIN. 19 LF, 4" PVC SDR 35 @ 1.04% MIN. 10 LF, 6" PVC SDR 35 @ 1.04% MIN. 23 LF, 4" PVC SDR 35 @ 1.04% MIN.19 LF, 6" PVC SDR 35 @ 1.04% MIN. 9 LF, 4" PVC SDR 35 @ 1.04% MIN. 53 LF, 6" PVC SDR 35 @ 1.04% MIN. 21 LF, 6" PVC SDR 35 @ 1.04% MIN.25 LF, 6" PVC SDR 35 @ 1.04% MIN. 9 LF, 6" PVC SDR 35 @ 1.04% MIN. 9 LF, 4" PVC SDR 35 @ 1.04% MIN. 4 LF, 6" PVC SDR 35 @ 1.04% MIN. 33 LF, 6" PVC SDR 35 @ 1.04% MIN. 1 12" WATER SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1" WATER SERVICE 6" FIRE SERVICE 1 12" WATER SERVICE 1" WATER SERVICE 6" FIRE SERVICE STAIR FFE=106.54 EQ U I P . S L A B FF E = 1 0 5 . 7 8 105 105 105 LANDSCAPE PLANTER (DESIGN BY OTHERS) 104 PHASE 2 PHASE 1 PHASE 2 PHASE 1 15 LF, 6" PVC SDR 35 @ 1.04% MIN. 5 LF, 4" PVC SDR 35 @ 1.04% MIN. T T PROPOSED TRANSFORMER LOCATION C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O.C.O. C.O.C.O. C.O. C.O. E G E GE G EGGE E G EG GA S W / H GA S W / H C.O. C.O. C.O. W SHEETC04 DRAWN DATE SCALE JOB No. 2/23/26 SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call UT I L I T Y P L A N THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT AND HIGHWAYS, LATEST EDITION. 9. 10. 11. 12. THE GAS SERVICE SHALL BE INSTALLED TO THE METER BY THE LOCAL GAS UTILITY. REFER TO THE MECHANICAL/PLUMBING PLANS FOR THE METER LOCATION. 13. THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SECONDARY WIRING AND CONDUIT FROM THE PAD MOUNTED TRANSFORMER TO THE LOCATION OF THE METERS. REFER TO THE 14. UTILITY NOTES COMPLIANCE OF ALL SYSTEMS WITH THESE CODES. INTIMATE WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, AND VALVES, FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH FPU SPECIFICATIONS. OF FAIRHOPE PUBLIC UTILITIES (FPU) PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING, CONTRACTOR AND CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS THE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED PLUMBING THE SANITARY SEWER LINE SHALL BE TESTED FOR INFILTRATION/EXFILTRATION IN CONTRACTOR TO PROVIDE SURVEYED AS-BUILT OF WATER AND SEWER SYSTEMS AS INSTALLED PRIOR TO REQUESTING A PUNCH LIST. REQUIREMENTS OF FPU AND OTHER UTILITY PROVIDERS. THE CONTRACTOR SHALL BE ACCORDANCE WITH FPU STANDARDS & SPECIFICATIONS. ALL PVC PIPE SHALL BE MARKED USING DETECTABLE UNDERGROUND UTILITY MARKER TAPE TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND 3 INCHES IN WIDTH. MINIMUM TENSILE STRENGTH SHALL BE 35 POUNDS AND TAPE SHALL ELONGATE NOT LESS THAN 80 PERCENT ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THE BACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE. THE TAPE SHALL BE ATTACHED TO FITTINGS, VALVES, HYDRANTS, ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT 1. 2. 3. 4. 5. 6. BEFORE BREAKING. TAPE SHALL BE PERMANENTLY IMPRINTED WITH AN APPROPRIATE LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE. THE SIGNAL TO THE TAPE WITHOUT HAVING TO DIG DOWN TO THE PIPE. PRIOR TO BACKFILLING AND TESTING. THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE WITH NFPA-24. THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND FPU WATER MAINS UNDER 4" SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241. PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 200 PSI, SDR 21 OR HEAVIER. WATER MAINS 4"-12" SHALL CONFORM TO THE REQUIREMENTS OF AWWA C900, SDR 18 OR HEAVIER. 7. 8. THE PROPOSED WATER MAIN SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED WITH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND 15. TESTED PER AWWA STANDARDS. LEAKAGE TEST PERFORMED AT 200PSI FOR MINIMUM OF 2 HOURS. DRILL AND CORE THE EXISTING SEWER MANHOLE(S) FOR THE NEW SERVICE LEADERS. 16. ALL LEADERS TAPPED INTO MANHOLES SHALL HAVE A RUBBER KOR-N-SEAL WATERTIGHT CONNECTION. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 2/ 2 3 / 2 6 400 5 10 20 10 SCALE 20231216 1"=10'DRL Va t a n M i x e d Us e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 POST INDICATOR VALVE VALVE WATER METER EXISTING SS G FIRE HYDRANT ASSEMBLY MANHOLE WATER SANITARY SEWER THRUST BLOCK UNDERGROUND ELECTRIC GAS UGE PROPOSED G OHP OVERHEAD POWER UGE OHP WW SS CLEAN OUT WW C.O. UTILITY PLAN LEGEND SS GAS METER (PER ARCHITECTURAL PLANS) ELECTRIC METER (PER ARCHITECTURAL PLANS) G E ELECTRICAL PLANS FOR THE METER LOCATION. VERIFY EXACT WATER, SEWER, AND FIRE CONNECTIONS FOR ALL BUILDINGS WITH ARCHITECT.17. ALL FIRE SERIVICES SHALL HAVE BACK FLOW PREVENTERS ON RISERS. SEE ARCHITECTURAL 18. PLANS FOR DETAILS. AD D V A L V E S O N W A T E R / F I R E L A T E R A L S 6/ 9 / 2 0 2 5 Instructions:Trip Generation Rates from the 8th Edition ITE Trip Generation Report Enter Numbers into the "Expected Units"NA: Not Available KSF2: Units of 1,000 square feet in the Corresponding Yellow Column DU: Dwelling Unit Fuel Position: # of vehicles that could be fueled simultaneously Occ.Room: Occupied Room Description / ITE Code Units Rate Weekday Daily Traffic PM Peak Period Rate % PM In % PM Out Expected Units (independent variable) Calculated Daily Trips PM Peak Trips - Total PM In PM Out Notes Waterport/Marine Terminal 010 Berths 171.52 NA NA NA 0 NA NA NA Commercial Airport 021 Employees 13.40 0.80 54% 46%0 0 NA NA Commercial Airport 021 Avg Flights/Day 104.73 5.75 56% 44%0 0 NA NA Commercial Airport 021 Com. Flights/Day 122.21 6.88 54% 46%0 0 NA NA General Aviation Airport 022 Employees 14.24 1.03 45% 55%0 0 NA NA General Aviation Airport 022 Avg. Flights/Day 1.97 NA NA NA 0 NA NA NA General Aviation Airport 022 Based Aircraft 5.00 0.37 45% 55%0 0 NA NA Truck Terminal 030 Acres 81.90 6.55 43% 57%0 0 NA NA Caution- Only 3 Studies Park&Ride w/ Bus Service 090 Parking Spaces 4.50 0.62 22% 78%0 0 NA NA Park&Ride w/ Bus Service 090 Occ. Spaces 9.62 0.81 28% 72%0 0 NA NA Light Rail Station w/ Park 093 Parking Space 2.51 1.24 58% 42%0 0 NA NA Light Rail Station w/ Park 093 Occ. Spaces 3.91 1.33 58% 42%0 0 NA NA General Light Industrial 110 KSF2 6.97 0.97 12% 88%0 0 NA NA General Light Industrial 110 Employees 3.02 0.42 21% 79%0 0 NA NA General Heavy Industrial 120 KSF2 1.50 0.68 NA NA 0 0 NA NA Caution-Only 3 Studies. General Heavy Industrial 120 Employees 0.82 0.88 NA NA 0 0 NA NA Industrial Park 130 KSF2 6.96 0.86 21% 79%0 0 NA NA Industrial Park 130 Employees 3.34 0.46 20% 80%0 0 NA NA Manufacturing 140 KSF2 3.82 0.74 36% 64%0 0 NA NA Manufacturing 140 Employees 2.13 0.36 44% 56%0 0 NA NA Warehousing 150 KSF2 3.56 0.32 25% 75%0 0 NA NA Warehousing 150 Employees 3.89 0.59 35% 65%0 0 NA NA Mini Warehouse 151 KSF2 2.50 0.26 51% 49%0 0 NA NA Mini Warehouse 151 Storage Units 0.25 0.02 NA NA 0 0 NA NA Mini Warehouse 151 Employees 61.90 6.04 52% 48%0 0 NA NA High-Cube Warehouse 152 KSF2 1.44 0.10 33% 67%0 0 NA NA High-Cube Warehouse 152 Employees NA 0.66 35% 65%0 0 NA NA Utilities 170 KSF2 NA 0.76 45% 55%0 0 NA NA Utilities 170 Employees NA 0.76 90% 10%0 0 NA NA Single Family Homes 210 DU 9.57 1.01 63% 37%0 0 NA NA Single Family Homes 210 Vehicles 6.02 0.67 66% 34%0 0 NA NA Apartment 220 DU 6.65 0.62 65% 35%0 0 NA NA Apartment 220 Persons 3.31 0.40 NA NA 0 0 NA NA Apartment 220 Vehicles 5.10 0.60 NA NA 0 0 NA NA Low Rise Apartment 221 Occ.DU 6.59 0.58 65% 35%0 0 NA NA High Rise Apartment 222 DU 4.20 0.35 61% 39%0 0 NA NA Mid-Rise Apartment 223 DU NA 0.39 58% 42%0 0 NA NA Rental Townhouse 224 DU NA 0.72 51% 49%0 0 NA NA Caution- Only 1 Study. Resd. Condo/Townhouse 230 DU 5.81 0.52 67% 33%7.0 41 4 2 1 Resd. Condo/Townhouse 230 Persons 2.49 0.24 67% 33%0 0 NA NA Low Rise Resd. Condo 231 DU NA 0.78 58% 42%0 0 NA NA High Rise Resd. Condo 232 DU 4.18 0.38 62% 38%0 0 NA NA Luxury Condo/Townhouse 233 Occ. DU NA 0.55 63% 37%0 0 NA NA Mobile Home Park 240 DU 4.99 0.59 62% 38%0 0 NA NA Mobile Home Park 240 Persons 2.46 0.26 63% 37%0 0 NA NA Retirement Community 250 DU NA 0.27 56% 44%0 0 NA NA Caution- Only 1 Study Elderly Housing-Detached 251 DU 3.71 0.27 61% 39%0 0 NA NA Caution- Only 1 Study. Congregate Care Facility 253 Occ.DU 2.15 0.17 56% 44%0 0 NA NA Caution- Only 2 Studies Elderly Housing- Attached 252 Occ.DU 3.48 0.16 60% 40%0 0 NA NA Caution- Only 4 Studies Recreational Homes 260 DU 3.16 0.26 41% 59%0 0 NA NA Residential PUD 270 DU 7.50 0.62 65% 35%0 0 NA NA Hotel 310 Occ. Room 8.92 0.70 49% 51%0 0 NA NA Hotel 310 Rooms 8.17 0.59 53% 47%0 0 NA NA Hotel 310 Employees 14.34 0.80 54% 46%0 0 NA NA All Suites Hotel 311 Occ.Room 6.24 0.55 42% 58%0 0 NA NA Caution- Only 4 Studies All Suites Hotel 311 Rooms 4.90 0.40 45% 55%0 0 NA NA Business Hotel 312 Occ. Room 7.27 0.62 60% 40%0 0 NA NA Caution-Only 4 Studies Business Hotel 312 Employees 72.67 7.60 60% 40%0 0 NA NA Motel 320 Occ.Room 9.11 0.58 53% 47%0 0 NA NA Motel 320 Rooms 5.63 0.47 54% 46%0 0 NA NA Motel 320 Employees 12.81 0.73 54% 46%0 0 NA NA Resort Hotel 330 Occ. Room 13.43 0.49 43% 57%0 0 NA NA Daily Rate for Saturday. Resort Hotel 330 Rooms NA 0.42 43% 57%0 0 NA NA City Park 411 Picinic Sites 5.87 NA NA NA 0 NA NA NA County Park 412 Acres 2.28 0.06 41% 59%0 0 NA NA State Park 413 Picnic Sites 9.95 0.65 43% 57%0 0 NA NA State Park 413 Employees NA 4.67 43% 57%0 0 NA NA Water Slide Park 414 Parking Space 2.27 NA NA NA 0 NA NA NA Caution- Only 1 Study. Beach Park 415 Acres 29.81 1.30 29% 71%0 0 NA NA Campground/RV Park 416 Acres 74.38 0.39 NA NA 0 0 NA NA Caution-Only 1 Study. Regional Park 417 Picnic Sites 61.82 9.60 41% 59%0 0 NA NA Peak Hour is PM Peak Hour. Regional Park 417 Employees 79.77 10.26 45% 55%0 0 NA NA National Monument 418 Employees 31.05 5.58 NA NA 0 0 NA NA Peak Hour is PM Peak Hour. Marina 420 Berths 2.96 0.19 60% 40%0 0 NA NA Caution- Only 2 Studies Golf Course 430 Employees 20.52 1.48 48% 52%0 0 NA NA Golf Course 430 Holes 35.74 2.78 45% 55%0 0 NA NA Minature Golf Course 431 Holes NA 0.33 33% 67%0 0 NA NA Golf Driving Range 432 Tees NA 1.25 45% 55%0 0 NA NA Caution- Only 2 Studies. Multipurpose Rec. Facility 435 Acres 90.38 5.77 NA NA 0 0 NA NA Caution- Only 1 Study. Live Theater 441 Seats NA 0.02 50% 50%0 0 NA NA Movie Theater w/o matinee 443 KSF2 78.06 6.16 94% 6%0 0 NA NA Caution- Only 1 Study. Movie Theater w/o matinee 443 Movie Screens 220.00 24.00 41% 59%0 0 NA NA Movie Theater w/o matinee 443 Seats 1.76 0.07 75% 25%0 0 NA NA Peak Hour is PM Peak Hour. Movie Theater w/o matinee 443 Employees 53.12 4.20 NA NA 0 0 NA NA Movie Theater w/ matinee 444 KSF2 NA 3.80 64% 36%0 0 NA NA Caution- Only 1 Study. Movie Theater w/ matinee 444 Movie Screens 153.33 20.22 40% 60%0 0 NA NA Movie Theater w/ matinee 444 Seats NA 0.14 53% 47%0 0 NA NA Horse Track 452 Employees 2.60 NA 50% 50%0 NA NA NA Dog Track 454 Attendees 1.09 0.13 66% 34%0 0 NA NA Arena 460 Employees 10.00 NA 50% 50%0 NA NA NA Ice Rink 465 Seats 1.26 0.12 NA NA 0 0 NA NA Caution- Only 1 Study. Casino/Video Lottery Establishment 473 KSF2 NA 13.43 56% 44%0 0 NA NA Amusement Park 480 Employees 8.33 0.50 61% 39%0 0 NA NA Zoo 481 Acres 114.88 NA 50% 50%0 NA NA NA Zoo 481 Employees 23.93 NA 50% 50%0 NA NA NA Tennis Courts 490 Courts 31.04 3.88 NA NA 0 0 NA NA Tennis Courts 490 Employees 66.67 5.67 NA NA 0 0 NA NA Racquet Club 491 Courts 38.70 3.35 NA NA 0 0 NA NA Racquet Club 491 KSF2 14.03 1.06 NA NA 0 0 NA NA Racquet Club 491 Employees 45.71 4.95 NA NA 0 0 NA NA Health Club 492 KSF2 32.93 3.53 57% 43%0 0 NA NA Caution- Only 1 Study Bowling Alley 494 KSF2 33.33 3.54 35% 65%0 0 NA NA Caution- Only 1 Study. Recreational Com. Center 495 KSF2 22.88 1.45 37% 63%0 0 NA NA Caution- 1 study. Recreational Com. Center 495 Employees 27.25 3.16 44% 56%0 0 NA NA Military Base 501 Employees 1.78 0.39 NA NA 0 0 NA NA Elementary School 520 Students 1.29 0.15 49% 51%0 0 NA NA Peak Hour is PM Peak Hour. Elementary School 520 KSF2 15.43 1.21 45% 55%0 0 NA NA Elementary School 520 Employees 15.71 1.81 49% 51%0 0 NA NA Private School (K-12) 536 Students 2.48 0.17 43% 57%0 0 NA NA Caution- Only 2 studies. Middle/ JR. High School 522 Students 1.62 0.16 49% 51%0 0 NA NA Middle/ JR. High School 522 KSF2 13.78 1.19 52% 48%0 0 NA NA High School 530 Students 1.71 0.13 47% 53%0 0 NA NA High School 530 KSF2 12.89 0.97 54% 46%0 0 NA NA High School 530 Employees 19.74 1.55 54% 46%0 0 NA NA Junior/ Comm. College 540 Students 1.20 0.12 64% 36%0 0 NA NA Junior/ Comm. College 540 KSF2 27.49 2.54 58% 42%0 0 NA NA Junior/ Comm. College 540 Employees 15.55 1.39 58% 42%0 0 NA NA University/College 550 Students 2.38 0.21 30% 70%0 0 NA NA University/College 550 Employees 9.13 0.88 29% 71%0 0 NA NA Church 560 KSF2 9.11 0.55 48% 52%0 0 NA NA For Weekday Synagogue 561 KSF2 10.64 1.69 47% 53%0 0 NA NA Caution- Only 1 Study. Daycare Center 565 KSF2 79.26 12.46 47% 53%0 0 NA NA Daycare Center 565 Students 4.48 0.82 47% 53%0 0 NA NA Daycare Center 565 Employees 28.13 4.79 47% 53%0 0 NA NA Cemetery 566 Employees 58.09 7.00 33% 67%0 0 NA NA Prison 571 KSF2 NA 2.91 NA NA 0 0 NA NA Peak Hour is PM Peak Hour. Caution- Only 1 Study. Prison 571 Employees NA 0.23 28% 72%0 0 NA NA Library 590 KSF2 56.24 7.30 48% 52%0 0 NA NA Library 590 Employees 52.52 5.40 47% 53%0 0 NA NA Lodge/Fraternal Organization 591 Members 0.29 0.03 NA NA 0 0 NA NA Caution- Only 1 Study. Lodge/Fraternal Organization 591 Employees 46.90 4.05 NA NA 0 0 NA NA Hospital 610 KSF2 16.50 1.14 42% 58%0 0 NA NA Hospital 610 Beds 11.81 1.31 36% 64%0 0 NA NA Hospital 610 Employees 5.20 0.33 31% 69%0 0 NA NA Nursing Home 620 Beds 2.37 0.22 33% 67%0 0 NA NA Nursing Home 620 Employees 4.03 NA 26% 74%0 NA NA NA Peak Hour is PM Peak Hour. Clinic 630 KSF2 31.45 5.18 NA NA 0 0 NA NA Caution- Only 2 Studies. Clinic 630 Employees 7.75 1.23 41% 59%0 0 NA NA General Office 710 (Equation)KSF2 Equation Equation 17% 83%0 0 NA NA General Office 710 KSF2 11.01 1.49 17% 83%2.6 29 4 1 3 Corporate Headquarters 714 KSF2 7.98 1.40 10% 90%0 0 NA NA Peak Hour is PM Peak Hour. Corporate Headquarters 714 Employees 7.98 1.40 10% 90%0 0 NA NA Peak Hour is PM Peak Hour. Single Tenant Office Bldg 715 KSF2 11.57 1.72 15% 85%0 0 NA NA Peak Hour is PM Peak Hour. Single Tenant Office Bldg 715 Employees 3.62 0.50 15% 85%0 0 NA NA Peak Hour is PM Peak Hour. Medical Dental Office 720 KSF2 36.13 3.46 27% 73%0 0 NA NA Medical Dental Office 720 Employees 8.91 1.06 34% 66%0 0 NA NA Government Office Building 730 KSF2 68.93 1.21 31% 69%0 0 NA NA Peak Hour is PM Peak Hour. Caution- Only 1 Study. Government Office Building 730 Employees 11.95 1.91 74% 26%0 0 NA NA State Motor Vehicles Dept. 731 KSF2 166.02 17.09 NA NA 0 0 NA NA State Motor Vehicles Dept. 731 Employees 44.54 4.58 NA NA 0 0 NA NA US Post Office 732 KSF2 108.19 11.12 51% 49%0 0 NA NA US Post Office 732 Employees 28.32 2.84 51% 49%0 0 NA NA Gov. Office Complex 733 KSF2 27.92 2.85 31% 69%0 0 NA NA Caution- Only 1 Study. Gov. Office Complex 733 Employees 7.75 0.79 31% 69%0 0 NA NA R&D Center 760 KSF2 8.11 1.07 15% 85%0 0 NA NA Peak Hour is PM Peak Hour. R&D Center 760 Employees 2.77 0.41 10% 90%0 0 NA NA Building Materials/Lumber 812 KSF2 45.16 4.49 47% 53%0 0 NA NA Building Materials/Lumber 812 Employees 32.12 2.77 51% 49%0 0 NA NA Free-Standing Discount Superstore 813 KSF2 53.13 4.61 49% 51%0 0 NA NA Free-Standing Discount Store 815 KSF2 57.24 5.00 50% 50%0 0 NA NA Free-Standing Discount Store 815 Employees 28.84 3.48 50% 50%0 0 NA NA Hardware/Paint Store 816 KSF2 51.29 4.84 47% 53%0 0 NA NA Caution- Only 3 Studies Hardware/Paint Store 816 Employees 53.21 5.05 NA NA 0 0 NA NA Nursery (Garden Center) 817 KSF2 36.08 3.80 NA NA 0 0 NA NA Nursery (Garden Center) 817 Employees 22.13 1.99 NA NA 0 0 NA NA Nursery (Wholesale) 818 KSF2 39.00 5.17 NA NA 0 0 NA NA Nursery (Wholesale) 818 Employees 23.40 0.47 NA NA 0 0 NA NA Shopping Center 820 (Equation)KSF2 Equation Equation 49% 51%0 0 NA NA Shopping Center 820 Rate KSF2 42.94 3.37 49% 51%0 0 NA NA Factory Outlet Center 823 KSF2 26.59 2.29 47% 53%0 0 NA NA Quality Restaurant 931 KSF2 89.95 7.49 67% 33%0 0 NA NA Low Turnover - More than 1 hour Quality Restaurant 931 Seats 2.86 0.26 67% 33%0 0 NA NA High Turnover/Sit Down Rest 932 KSF2 127.15 11.15 59% 41%0 0 NA NA Big variation on Daily High Turnover/Sit Down Rest 932 Seats 4.83 0.41 57% 43%0 0 NA NA Fast Food w/o Drive Thru 933 KSF2 716.00 26.15 51% 49%0 0 NA NA Fast Food w/o Drive Thru 933 Seats 42.12 2.13 64% 36%0 0 NA NA Fast Food w/ Drive Thru 934 KSF2 496.12 33.48 52% 48%0 0 NA NA Fast Food w/ Drive Thru 934 Seats 19.52 0.94 53% 47%0 0 NA NA Drive Thru Only 935 KSF2 NA 153.85 54% 46%0 0 NA NA Only 2 studies Drinking Place 925 KSF2 NA 11.34 66% 34%0 0 NA NA Quick Lube Shop 941 Service Bays 40.00 5.19 55% 45%0 0 NA NA Automobile Care Center 942 Service Bays 12.48 2.17 NA NA 0 0 NA NA Daily Trips for Saturday. Caution- Only 1 Study. Automobile Care Center 942 KSF2 15.86 3.38 50% 50%0 0 NA NA Daily Trips for Saturday. New Car Sales 841 KSF2 33.34 2.59 39% 61%0 0 NA NA New Car Sales 841 Employees 21.14 0.96 48% 52%0 0 NA NA Peak Hour is PM Peak Hour. Automobile Parts Sales 843 KSF2 61.91 5.98 49% 51%0 0 NA NA Gasoline/Service Station 944 Fuel. Position 168.56 13.87 50% 50%0 0 NA NA Daily Rate from 4th Edition ITE Serv.Station w/ Conven.Mkt 945 Fuel Position 162.78 13.38 50% 50%0 0 NA NA Have auto repair and service Serv.Stat.w/Conv.Mkt.&Carwash 946 Fuel Position 152.84 13.94 51% 49%0 0 NA NA Self-Service Carwash 947 Stalls 108.00 5.54 51% 49%0 0 NA NA Caution- Only 1 Study. Tire Store 848 Service Bays NA 3.54 42% 58%0 0 NA NA Tire Store 848 KSF2 24.87 4.15 43% 57%0 0 NA NA Wholesale Tire Store 849 Service Bays 30.55 3.17 47% 53%0 0 NA NA Supermarket 850 KSF2 102.24 10.50 51% 49%0 0 NA NA Daily based on small number of studies (Caution) Convenien. Mkt. (Open 24 hrs) 851 KSF2 737.99 52.41 51% 49%0 0 NA NA Convenien. Mkt. (Open 16 Hrs) 852 KSF2 NA 34.57 49% 51%0 0 NA NA Convenien. Mkt w/ Gas Pumps 853 KSF2 845.60 59.69 50% 50%0 0 NA NA Average size = 3,000 sqft Discount Supermarket 854 KSF2 96.82 8.90 50% 50%0 0 NA NA Daily Trips for Saturday. Caution- Only 1 Study. Wholesale Market 860 KSF2 6.73 0.88 53% 47%0 0 NA NA Caution- Only 1 Study. Discount Club 857 KSF2 41.80 4.24 50% 50%0 0 NA NA Similar to "Sams" or "Pace" Home Improvement Store 862 KSF2 29.80 2.37 48% 52%0 0 NA NA Electronics Superstore 863 KSF2 45.04 4.50 49% 51%0 0 NA NA Toy/Children's Superstore 864 KSF2 NA 4.99 50% 50%0 0 NA NA Peak Hour is for Saturday. Apparel Store 876 KSF2 66.40 3.83 50% 50%0 0 NA NA Drugstore w/o Drive-Thru 880 KSF2 90.06 8.42 50% 50%0 0 NA NA Drugstore w/ Drive-Thru 881 KSF2 88.16 10.35 50% 50%0 0 NA NA Furniture Store 890 KSF2 5.06 0.45 48% 52%0 0 NA NA Video Arcade 895 KSF2 NA 56.81 52% 48%0 0 NA NA Peak Hour is PM Peak Hour. Caution- Only 1 Study. Video Rental Store 896 KSF2 NA 31.54 50% 50%0 0 NA NA Peak Hour is PM Peak Hour. Walk-in Bank 911 KSF2 156.48 12.12 44% 56%0 0 NA NA Daily based on 1 study & PM Peak based on 2 studies Drive-in Bank 912 Drive-in Windows 139.25 27.41 49% 51%0 0 NA NA Drive-in Bank 912 KSF2 148.15 25.82 50% 50%0 0 NA NA NA: Not Available KSF2: Units of 1,000 square feet DU: Dwelling Uni Fuel Position: # of vehicles that could be fueled simultaneousl Occ.Room: Occupied Room 21-Aug-23 Date: Time: Flow Hydrant Hydrant Location Size of Water Main (Inches)8 Type of Material: 48 2.5 1 0.9 Calculated Flow (Q)GPM Flow Hydrant Hydrant Location Size of Water Main (Inches)8 Type of Material: Static Pressure (PSI)65 Residual Pressure (PSI) Calculated Fire Flow @ 20 PSI (AFF):GPM Signatures: Fairhope Water Utility Hydrant Flow Test March 2, 2023 10:05 AM N. Church Street & Oak Avenue Ductile Iron 1162.51 Outlet Diameter (in):Pitot PSI Number of Outlets Flowing Select Appropriate C Value: Same Ductile Iron C factors for outlets of less than 4-inches in size and type are given below. Outlet less than 4" in size, smooth and rounded:0.90 Outlet less than 4" in size, square and sharp:0.80 Outlet less than 4" in size, projecting:0.70 Hydrostatic Water Test Project Test Information Test Date Friday, January 9, 2026 Test Start Time 0800 Weather / Temperature Clear and Sunny, 69°-76° Project Name Vatan Mixed Use Development Project Type Residential / Commercial (Mixed Use) Engineer of Record (EOR)S E Civil Prime Contractor Reed Construction System Installation Contractor Kelly’s Welding & Excavation System Installer Representative William Kelly, (251) 747-4177 System & Test Description System Type Domestic Water Line Pipe Material Ductile Iron System Test Length (LF)~50’ Pipe Diameter (inches)6” Test Pressure (psi)150 Duration (hrs)6 Hrs Pre-Test Conditions ☒ Pipe installation complete (joints restrained/backfilled as specified) ☒ Valves checked and accessible ☒ Air released from high points ☒ Gauges calibrated / zeroed ☒ Test section isolated and end restraints in place ☒ Pretest Completed Pre-test notes: System Fill/Gallons ~74 gallons PSI/HRS 150 psi / ~2 hrs Test Procedure Observations Test Notes Test started at 7:57 AM. Hydrostatic pressure increased ~5 psi, likely due to sunny conditions around 10 AM; .Test Notes Permitted Additional Water During Test N/A Total Gallons Added During Test none Test Results Final Test PSI 162 Test Results: ☒ Pass ☐ Fail Observed Leaks / Repairs None Additional remarks: Notes Click or tap here to enter text.Notes Fairhope Representative FPU Inspector Contact Mike Bazinet, (251) 714-8840 Date & Time of Completed Test 1/9/2026 2:00 PM Hydrostatic Water Test This checklist documents today's hydrostatic test observations. Fill all applicable fields. 1. Project Test Information Date: Wednesday, January 7, 2026 Weather / Temperature: Cloudy, 66 Project: Vatan Mixed Use Development Engineer: S E Civil Contractor: Reed Construction System Type: Fire Water Line System Test Length (LF): ~360’ Material: Ductile Iron Diameter: 6” Test Pressure (psi): 200 Duration: 2 Hrs 2. Pre-Test Conditions ☒ Pipe installation complete (joints restrained/backfilled as specified) ☒ Valves checked and accessible ☒ Air released from high points ☒ Gauges calibrated / zeroed ☒ Test section isolated and end restraints in place ☒ Pretest Completed Pre-test notes: ~528 gallons 200 psi held for several hrs 3. Test Procedure Observations Hourly Readings (pressure, leaks, pump activity) Test restarted at 9:40 AM. Hydrostatic pressure fluctuated approximately 2 psi, likely due to rising ambient temperature as cloud cover decreased. 4. End of Test – Results Final pressure (psi): 199 Allowable Gallons per Engineer: Choose an item. Total water added to maintain pressure (gal): none Test Results: ☒ Pass ☐ Fail Observed leaks / repairs: None Additional remarks: Click or tap here to enter text. Inspector Name: Mike Bazinet Date & Time: 1/7/2026 11:57 AM Contractor Rep: Jackson White Tip: Attach photos of gauges, leaks, and site conditions when submitting this checklist. 5. Sign-Off Date: Time: Flow Hydrant Hydrant Location Size of Water Main (Inches)8 Type of Material: 48 2.5 1 0.9 Calculated Flow (Q)GPM Flow Hydrant Hydrant Location Size of Water Main (Inches)8 Type of Material: Static Pressure (PSI)65 Residual Pressure (PSI) Calculated Fire Flow @ 20 PSI (AFF):GPM Signatures: Fairhope Water Utility Hydrant Flow Test March 2, 2023 10:05 AM N. Church Street & Oak Avenue Ductile Iron 1162.51 Outlet Diameter (in):Pitot PSI Number of Outlets Flowing Select Appropriate C Value: Same Ductile Iron C factors for outlets of less than 4-inches in size and type are given below. Outlet less than 4" in size, smooth and rounded:0.90 Outlet less than 4" in size, square and sharp:0.80 Outlet less than 4" in size, projecting:0.70 XXXXX X X X X X X X EXISTING BUILDING LOT A2 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND TURNER INSTRUMENT NO. 1807835 ED G E O F P A V E M E N T EDGE OF PAVEMENT CONNECT TO EXISTING SIDEWALK R12'R24' R12' R24' R15'R30' EX I S T I N G E O P EXISTING EOP PR O P O S E D E O P EXISTING CURB CUT TO BE REMOVED EXISTING CURB CUT TO BE REMOVED PROPOSED SIDEWALK 40 20 SCALE CHURCH STREET SIDEWALK EXHIBIT (ADA VERSION)0 10 20 1.5' 0.5' 2.5' MONOLITHIC CURB, GUTTER & SIDEWALK SECTION VIEW (N.T.S.) 3.0' (ADA MINIMUM) 2.0% MAX. SCORE/DUMMY JOINT ENLARGED VIEW 1"=5' PR O P O S E D E O P PR O P O S E D B A C K O F C U R B I N L I N E W I T H E X I S T I N G E O P EX I S T I N G B A C K O F C U R B T O B E R E M O V E D PR O P O S E D S I D E W A L K 1.5' 3' 2' 22.2' 20.0' 38 . 9 ' 6.0' 3.0' 3.0' 7.3' 20.0' 21.8' 49 . 6 ' 98 . 0 ' PR O P O S E D M O N O L I T H I C C U R B , G U T T E R & S I D E W A L K TO P R E V E N T D I F F E R E N T I A L S E T T L E M E N T . SE E S E C T I O N V I E W S K E T C H 0.5' Vatan Sidewalk Assessment Prepared for: RW LLC & Reed Construction Company, LLC Fairhope, AL 36532 Prepared by: Gary Ickes Ickes Tree Service, Inc. 13520 State Hwy 104 Silverhill, AL 36576 March 18, 2026 13520 AL 104 • Silverhill, AL 36576 • (251) 945-5144 Gary Ickes ASCA Registered Consulting Arborist #861 I.S.A. Board Certified Master Arborist SO-2919BM & Tree Risk Assessment Qualified Contents Summary ....................................................................................................................................................................... 3 Introduction .................................................................................................................................................................. 3 Background .............................................................................................................................................................. 3 Assignment .............................................................................................................................................................. 4 Limits of Assignment ........................................................................................................................................... 4 Purpose and Use of Report ................................................................................................................................. 4 Observations ................................................................................................................................................................. 5 Current Status ......................................................................................................................................................... 5 Paver Sidewalk ....................................................................................................................................................... 5 ADA Compliant Sidewalk .................................................................................................................................. 6 Discussion ..................................................................................................................................................................... 6 Paver Sidewalk ....................................................................................................................................................... 6 ADA Compliant Sidewalk .................................................................................................................................. 7 No sidewalk ............................................................................................................................................................. 7 Conclusion .................................................................................................................................................................... 7 Appendix A - Certificate of Performance ........................................................................................................... 8 Appendix B – Assumptions and Limiting Conditions .................................................................................... 8 Attachment 1 ............................................................................................................................................................. 10 Attachment 2 ............................................................................................................................................................. 11 Attachment 3 ............................................................................................................................................................. 12 Photos .......................................................................................................................................................................... 13 13520 AL 104 • Silverhill, AL 36576 • (251) 945-5144 Gary Ickes ASCA Registered Consulting Arborist #861 I.S.A. Board Certified Master Arborist SO-2919BM & Tree Risk Assessment Qualified Summary The Heritage Trees at the project site on the northeast corner of Magnolia Avenue and Church Street are currently in good health and a tree preservation plan is in place to care for and monitor the trees. I was asked to assess three scenarios. The scenarios were no sidewalk, a paver sidewalk, and an ADA compliant sidewalk. The supplied plans for the proposed sidewalks will cause significant to moderate impact to the trees. Loss of soil area that could support root growth could be as much as 60 percent and the trees could also lose up to 60 percent of the root plate on the western side which could cause the tree to become unstable in uncommon weather events. The best option is to not install a sidewalk at the corner of Magnolia Avenue or along Church Street for the health of the Heritage Trees. The paver sidewalk option will have a significant impact on the Heritage Trees in question. The ADA compliant sidewalk option will have a moderate impact on the Heritage Trees. If a sidewalk is required, the poured concrete sidewalk will present a lower risk to the health and integrity of the Heritage Trees than the paver sidewalk; however, the construction of the sidewalk will cause stress to the trees. Introduction Background I was retained as an arboricultural consultant shortly after the property located at the northeast corner of Magnolia Avenue and Church Street in Fairhope, Alabama was purchased by RW LLC in May of 2023. The property has one live oak (Quercus virginiana) located on the property and six live oaks located along the right of ways of Magnolia Avenue and Church Street. All the trees will be referred to as the Heritage Trees. A site plan has been attached to this report supplied by Jackson White of Reed Construction (Attachment 1). The attachment has had the trees numbered to show their location and to make for easier reference in this report. The trees range in diameter at breast height (DBH) from 48 inches to 24 inches. I developed a tree preservation plan early in the project which included beneficial pruning, fertilization, and soil amendments to promote the health of the trees and reduce construction stress. The plan was discussed with a representative of the City of Fairhope to show the intent of the developer to be proactive in the preservation of the trees. Some changes had occurred due to either the developer or the City of Fairhope that have caused a slight increase in the anticipated stress on the trees. I have continued to consult on the project and make recommendations of care as needed. 13520 AL 104 • Silverhill, AL 36576 • (251) 945-5144 Gary Ickes ASCA Registered Consulting Arborist #861 I.S.A. Board Certified Master Arborist SO-2919BM & Tree Risk Assessment Qualified Assignment I was contacted by Jackson White with Reed Construction Company, LLC to review three possible scenarios with respect to installation of sidewalks at the corner of Magnolia Avenue and Church Street and extending north along Church Street to the northwestern boundary of the Property, and to provide a written assessment of my conclusions. Mr. White provided plans for proposed sidewalks. Limits of Assignment Due to being out of town on a business trip, I was unable to revisit the site to measure for the exact calculation of loss to the Heritage Tree root areas as a result of the proposed sidewalk options. Previously I have been on the site multiple times and using photos from Google and the Project Site drawings, I am estimating all measurements and calculations. I have been provided with Attachment 1, which I understand to be a drawing of the Project Site Plan. I have also been provided with a document entitled Church Street Sidewalk Exhibit (ADA Version), which for purposes of this Assessment I am labeling Attachment 2. I am assuming for purposes of this report that all dimensions in Attachments 1 and 2 are accurate. Purpose and Use of Report The purpose of this report is to provide the Vatan Project Owner, Contractor, and City of Fairhope representatives with information to make informed decisions for the care of the Heritage Trees insofar as the construction of sidewalks at the corner of Magnolia Avenue and Church Street, and along Church Street to the northwestern corner of the Property, are concerned. Once completed and presented, this report is their property to be used as needed. No portion or entirety of this report may be given to or used by the media without the express written permission of Ickes Tree Service and Gary Ickes. 13520 AL 104 • Silverhill, AL 36576 • (251) 945-5144 Gary Ickes ASCA Registered Consulting Arborist #861 I.S.A. Board Certified Master Arborist SO-2919BM & Tree Risk Assessment Qualified Observations Current Status The Heritage Trees are currently in good health as of March 2026. There has been excavation within the driplines of the trees, but tree preservation methods were used to reduce the impact on the trees. The trees are on a tree health care program that applies annual treatments of supplemental nutrients and soil amendments. A tree growth regulator was applied to reduce canopy growth or tip extension. A beneficial side effect of this regulator is an increase in non-woody roots. The trees are monitored for insect and/or disease issues and will be treated as needed. During previous air-excavation on portions of the site, the majority of roots for the Heritage Trees were found in the top 12-inches of soil, with some root growth down to 24-inches in the excavated areas. Paver Sidewalk Attachment 1 shows the paver sidewalk. I was given construction details for the paver sidewalk previously. The details for the construction call for 24-inches compacted structural fill, 6-inches of crushed base material, 1-inch of bedding sand, and the thickness of the pavers. Based on prior experience with pavers, I estimate the thickness of the pavers to be 4-inches. The estimated total thickness of the sidewalk including base is 35-inches. The width of the sidewalks ranges from 8-feet wide for the southern section to 6-feet wide in the northern section. Due to the slope of the site, additional soil may have to be removed to allow for a level sidewalk to be installed at curb height. The removal of the additional soil may require the installation of a retaining wall or changes to the slope of the area east of the sidewalk. Based on measurements supplied by Mr. White (Attachment 3), the trees 4 - 7 range from 10 to 13 feet from the backside of the curb along Church Street to the west side of the tree’s trunk (Photo 1). The sidewalk will be within 1 foot of tree 2 on Magnolia Avenue (Photo 2). 13520 AL 104 • Silverhill, AL 36576 • (251) 945-5144 Gary Ickes ASCA Registered Consulting Arborist #861 I.S.A. Board Certified Master Arborist SO-2919BM & Tree Risk Assessment Qualified ADA Compliant Sidewalk Attachment 2 shows the ADA compliant sidewalk design. A construction detail plan was not given for this sidewalk. Based on prior experience, I would expect a base of at least 6-inches in depth. The base material and the thickness of the sidewalk would be a minimum of 10-inches. The southern section will be 6 feet wide for the southern third of the sidewalk then will narrow to 3 feet. As the sidewalk narrows to 3 feet, the road will be narrowed by 24-inches. This would reduce the loss of root area to 1 foot in the narrowed area instead of 3 feet. Based on measurements supplied by Mr. White, the trees 4-7 range from 10 to 13 feet from the backside of the curb to the west side of the tree’s trunk. The plans supplied by Mr. White do not show the sidewalk approaching tree 2 as closely. Discussion Paver Sidewalk The paver sidewalk option will have a significant impact upon trees 2 and 4-7. With a total dig depth of approximately 35-inches and a width of 6 feet, I estimate the loss of between 45 to 60 percent of the soil area that is currently available to the roots between the trees and Church Street. This does not consider the possibility of a retaining wall being needed on the east side of the sidewalk. This would be a significant stressor on the trees, and the consequences of the construction would be visible in the trees in as little as 1 year. The original preservation plan called for the area to the west of the trees to remain undisturbed except for minor utility excavation. This option would also cause damage to the structural root plate, the anchoring portion of the tree’s root system. The root plate would extend out in a 10 foot radius from the tree. If a 6 foot sidewalk was installed it could remove up to 60 percent of the western section of the root plate which could cause the tree to become unstable in uncommon weather events. This does not consider the possibility of a retaining wall or over dig. 13520 AL 104 • Silverhill, AL 36576 • (251) 945-5144 Gary Ickes ASCA Registered Consulting Arborist #861 I.S.A. Board Certified Master Arborist SO-2919BM & Tree Risk Assessment Qualified ADA Compliant Sidewalk The ADA compliant sidewalk option near trees 4 - 7 will have a moderate impact upon the trees with an estimated depth of 10-inches and a width of 1 foot without over dig for construction or the possibility of a retaining wall being needed. With this sidewalk option, I estimate the loss of soil area between the curb and the west side of the tree to be up to 15 percent. This option would also cause damage to the structural root plate, the anchoring portion of the tree’s root system. The root plate would extend out in a 10 foot radius from the tree. If a 3 foot sidewalk was installed it could remove up to 10 percent of the western section of the root plate. This does not consider the possibility of a retaining wall or over dig. No sidewalk There would be no impact on the trees in question if a sidewalk was not constructed. Conclusion The best option is to not install a sidewalk at the corner of Magnolia Avenue or along Church Street for the health of the Heritage Trees. The paver sidewalk option will have a significant impact on the Heritage Trees. The ADA compliant sidewalk option will have a moderate impact on the Heritage Trees. If a sidewalk is required, the poured concrete sidewalk will present a lower risk to the health and integrity of the Heritage Trees than the paver sidewalk; however, the construction of the sidewalk would cause stress to the trees. 13520 AL 104 • Silverhill, AL 36576 • (251) 945-5144 Gary Ickes ASCA Registered Consulting Arborist #861 I.S.A. Board Certified Master Arborist SO-2919BM & Tree Risk Assessment Qualified Appendix A - Certificate of Performance Certification of Performance I, Gary Ickes II, certify that: • I have personally inspected the trees and the property referred to in this report and have stated my findings accurately. The extent of the evaluation is stated in the attached report. • I have no current or prospective interest in the vegetation or the property that is the subject of this report and have no personal interest or bias with respect to the parties involved. • The analysis, opinions, and conclusions stated herein are my own and are based on current scientific procedures and facts. • My analysis, opinions, and conclusions were developed, and this report has been prepared according to commonly accepted arboricultural practices. • No one provided significant professional assistance to me, except as indicated within the report. • My compensation is not contingent upon the reporting of a predetermined conclusion that favors the cause of the client or any other party or upon the results of the assessment, the attainment of stipulated results, or the occurrence of any subsequent events. I further certify that I am a member in good standing of the International Society of Arboriculture, American Society of Consulting Arborists, and the Tree Care Industry Association. I have been involved in the field of Arboriculture in a full-time capacity for a period of more than 33 years. Appendix B – Assumptions and Limiting Conditions 13520 AL 104 • Silverhill, AL 36576 • (251) 945-5144 Gary Ickes ASCA Registered Consulting Arborist #861 I.S.A. Board Certified Master Arborist SO-2919BM & Tree Risk Assessment Qualified Assumptions & Limiting Conditions 1. Any legal description provided to the consultant is assumed to be correct. Any titles and ownerships to any property are assumed to be good and marketable. No responsibility is assumed for matters legal in character. Any and all property is appraised or evaluated as though free and clear, under responsible ownership and competent management. 2. Care has been taken to obtain all information from reliable sources. All data has been verified insofar as possible; however, the consultant can neither guarantee nor be responsible for the accuracy of information provided by others. 3. The consultant shall not be required to give testimony or attend court by reason of this report unless subsequent contractual arrangements are made, including payment of an additional fee for such services as described in the fee schedule and contract of engagement. 4. Loss and alteration of any part of this report invalidates the entire report. 5. Possession of this report or a copy thereof does not imply the right of publication or use for any purpose by any other than the person to whom it is addressed, without the prior expressed written or verbal consent of the consultant. 6. Neither all nor any part of the contents of this report, nor copy thereof, shall be conveyed by anyone, including the client, the public through advertising, public relations, news, sales or other media, without the prior expressed written or verbal consent of the consultant particularly as to value conclusions, identity of the consultant, or any reference to any professional society or institute or to any initialed designation conferred upon the consultant as stated in his qualifications. 7. This report and values expressed herein represent the opinion of the consultant, and the consultant fee is in no way contingent upon the reporting of a specified value, a stipulated result, the occurrence of a subsequent event, nor upon any finding to be reported. 8. Sketches, diagrams, graphs, and photographs in this report, being intended as visual aids, are not necessarily to scale and should not be construed as engineering or architectural reports or surveys. 9. Unless expressed otherwise: (1) information contained in this report covers only those items that were examined and reflects the condition of those items at the time of inspection; and (2) the inspection is limited to visual examination of accessible items without dissection, excavation, probing, or coring. There is no warranty or guarantee, expressed or implied, that problems or deficiencies of the plants or property in question may not arise in the future. 13520 AL 104 • Silverhill, AL 36576 • (251) 945-5144 Gary Ickes ASCA Registered Consulting Arborist #861 I.S.A. Board Certified Master Arborist SO-2919BM & Tree Risk Assessment Qualified Attachment 1 13520 AL 104 • Silverhill, AL 36576 • (251) 945-5144 Gary Ickes ASCA Registered Consulting Arborist #861 I.S.A. Board Certified Master Arborist SO-2919BM & Tree Risk Assessment Qualified Attachment 2 13520 AL 104 • Silverhill, AL 36576 • (251) 945-5144 Gary Ickes ASCA Registered Consulting Arborist #861 I.S.A. Board Certified Master Arborist SO-2919BM & Tree Risk Assessment Qualified Attachment 3 13520 AL 104 • Silverhill, AL 36576 • (251) 945-5144 Gary Ickes ASCA Registered Consulting Arborist #861 I.S.A. Board Certified Master Arborist SO-2919BM & Tree Risk Assessment Qualified Photos Attached are several pictures (which I understand were taken on March 11, 2026) and depicting current conditions at the corner of Magnolia Avenue and Church Street, and along Church Street, and also depicting current conditions around the various of the Heritage Trees. Photo 1 This photo shows Heritage Trees 4 – 7 looking north along Church Street. The fence is approximately 5 feet east of the curb. 13520 AL 104 • Silverhill, AL 36576 • (251) 945-5144 Gary Ickes ASCA Registered Consulting Arborist #861 I.S.A. Board Certified Master Arborist SO-2919BM & Tree Risk Assessment Qualified Photo 2 This photo shows Heritage Tree 2. Church Street is visible in the background. The paver sidewalk would approach as close to 1 foot of the west side of the tree. XXXXXXXXXX X X X X X X X X X X X X X X X X XXXXX 36" LIVE OAK 48" LIVE OAK 30" LIVE OAK 26" LIVE OAK 24" LIVE OAK 24" LIVE OAK EXISTING BUILDING EXISTING BUILDING LO T 3 RE P L A T O F L O T 1 W O O D C H U R C H SU B D I V I S I O N (S L I D E 2 4 6 2 - A ) FS T A N D 4 1 2 F A I R H O P E L L C IN S T R U M E N T N O . 1 9 7 7 3 9 8 15"RCP15"RCP 18 " R C P EDGE OF PAVEMENT 15 " C M P 11 1 11 010 910 8 10 710 6 10 510 4 10 3 100 101 100 99 98 97 96 95 96 97 98 99 10 0 10 1 10 2 10 4 10 5 11 0 109 10 8 107 10 6 105 10 410 3 10 2 10099 UNIT 2 FFE=110.12 2,378 SFUNIT 1 FFE=104.52 1,594 SF UNIT 3 FFE=105.87 2,836 SF UNIT 5 FFE=105.26 1,532 SF UNIT 7 FFE=104.76 1,551 SF UNIT 6 FFE=104.47 1,441 SF UNIT 4 FFE=105.32 1,369 SF < <<< < << <<<<<< > > FENCE ONLINE FENCE 0.2' N GARAGE FFE=106.18 GARAGE FFE=105.87 GARAGE FFE=105.26 GARAGE FFE=104.76 GARAGE FFE=104.47 GARAGE FFE=105.32 GARAGE FFE=106.12 X X X 48" LANDSCAPE PLANTER (DESIGN BY OTHERS) <> > < TERRACE TERRACE 105 10 6 106 107 10 5 104 10 9 11 0 104 104 1021011009998 102101 10099 103 104 104 104 97 96 10 0 101 102 105 10 3 104 99 98 10 8 103 103 102 10110099 104 10497103 103 XXXXXXXXXXXX XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X STAIR FFE=106.54 < EQ U I P . S L A B FF E = 1 0 5 . 7 8 > > > > < > 105 105 105 LANDSCAPE PLANTER (DESIGN BY OTHERS) 104 X PHASE 2 PHASE 1 PHASE 2 PHASE 1 X X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X FIP FIP FIP FIP FIP FIP CIP SB FIP SB W W W W W W W TSMU PS W W W W TSMU PS TSMU PS TSMU PS TSMU PS TS MU PS TS MU PS TS MU CIP FIP W W FIP W W W TS MU PS TS MU PS W W W W W CEP TSMU PS TSMU PS TSMU PS TSMU PS TSMU PS TSMU PS FIP TS MU TS MU PS SB FIP FIP SB SHEETC03 DRAWN DATE SCALE JOB No. 2/23/26 SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call ER O S I O N & S E D I M E N T CO N T R O L P L A N 1. 2. 3. 4. EROSION CONTROL NOTES AND WATER CONSERVATION COMMITTEE OFFICER, AND THE FEDERAL E.P.A. GUIDELINES FOR THE NPDES PROGRAM. ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER, SOIL5. ABSOLUTELY NO SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE DURING CONSTRUCTION.6. IF HEAVY RAINS OR UNUSUAL SITE CONDITIONS RESULT IN THE POLLUTION OF ROADWAYS OR ALL DISTURBED AREAS SHALL BE TEMPORARILY AND PERMANENTLY SEEDED WITH "SOUTH" ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE GOVERNING OFFICIALS. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO BE INTIMATE WITH THE LOCAL EROSION CONTROL LAWS AND TO REFLECT THIS KNOWLEDGE IN HIS/HER ACTIONS AND 7. 8. FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON ALL VEGETATION SHALL BE PLANTED AND MAINTAINED PER THE ALABAMA HANDBOOK IMMEDIATELY AND RESTORE THE AREAS TO THE ORIGINAL CONDITION WITHIN 24 HOURS. ADJACENT PARCELS THEN THE GRADING CONTRACTOR SHALL CLEAN THE DISTURBED AREAS TYPE SEEDINGS PER THE ALABAMA HANDBOOK. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 11. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTION THE EXISTING SITE IS SINGLE FAMILY RESIDENTIAL. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED. CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES AFTER PERMANENT GRASSING IS IN PLACE AND ESTABLISHED. THE CONSTRUCTION EXIT PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR DISTURBED AREAS LEFT IDLE FOR TEN DAYS OR LONGER ARE TO BE SEEDED AND MULCHED. SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED 1/3 OF THE CAPACITY OF THE DEVICE. CONTACT DAVID KING, QCI 251-990-6566. AREA TO BE DISTURBED = 0.51 ACRES MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE CONSTRUCTION SITES AND URBAN AREAS (ALABAMA HANDBOOK). QUOTATIONS. REFERENCE THE CONSTRUCTION SEQUENCE FOR THE RELATIONSHIP BETWEEN THE INSTALLATION OF EROSION CONTROL FEATURES AND GENERAL CONSTRUCTION. 9. 10. BY THE GOVERNING OFFICIAL OR ENGINEER OF RECORD. 12. 13. TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 14. 15. 16. RESPONSIBILITY OF THE OWNER'S CONTRACTOR. 17. THE CONTRACTOR SHALL PREVENT THE LOSS OF SEDIMENT DUE TO WIND VIA WATERING18. DRY SOILS. CAUTION SHOULD BE TAKEN TO ENSURE THAT THE SITE IS NOT OVER WATERED. 19. THE SITE IS TO BE CLEARED AND GRADED AS TO MINIMIZE THE AMOUNT OF SOIL EXPOSED 20. AT ONE TIME. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUT THE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY 21. CONSTRUCTION. BMP'S SHALL BE INSTALLED AS PER THE ALABAMA HANDBOOK STANDARDS.22. BMP'S SHALL BE INSTALLED WITH MINIMAL CLEARING ACTIVITY.23. REFER TO THE LANDSCAPE PLANS FOR FINAL STABILIZATION MEASURES.24. 1. 2. 3. REMOVE VEGETATION ONLY IN AREAS OF THE PERIMETER SEDIMENT BARRIERS, INSTALL THE CONSTRUCTION EXIT PER DETAILS. INSTALL PERIMETER SEDIMENT BARRIERS PER DETAILS. CONSTRUCTION SEQUENCE - PHASE 1 4. 5. INSTALL TREE PROTECTION FENCING PER TREE PROTECTION ORDINANCE. 4. ESTABLISH VEGETATION ON AREAS NOT IMPACTED BY PAVING OPERATIONS. CONSTRUCTION SEQUENCE - PHASE 2 PERFORM CLEARING & ROUGH GRADING ON THE LOT AND ESTABLISH COVER ON1. INSTALL STORM SYSTEM AND UTILITIES. AREAS WHEN BROUGHT TO GRADE. 2. AND CONSTRUCTION EXIT. INSTALL CURBING AND STONE BASE. 3. 6.ONCE INSPECTION IS COMPLETE AND APPROVED, CLEARING & SITE WORK CAN BEGIN (PHASE 2). REQUEST BMP & TREE PROTECTION INSPECTION PRIOR TO CLEARING. 1. 2.CALL FOR AN INSPECTION FROM THE QCP. ONCE THE QCP HAS CERTIFIED THAT ALL AREAS ARE STABILIZED, REMOVE BMPS AND TREE PROTECTION. STABILIZE ANY AREAS DISTURBED BY BMP AND TREE PROTECTION REMOVAL. CONSTRUCTION SEQUENCE - PHASE 3 3. INSTALL PAVING AND FINAL LANDSCAPING. 4. ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED WITHIN 7 DAYS25. OF THEIR CONSTRUCTION. ALL FILL SLOPES HAVE SILT FENCE AT THE TOE OF SLOPES. 26. EXISTING TREES, TO BE SAVED, SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES.27. CARE SHALL BE TAKEN IN ALL GRADING ACTIVITIES TO REMAIN OUTSIDE THE DRIP LINES OF EXISTING TREES. ALL TREE PROTECTION FENCING TO BE INSPECTED DAILY AND REPLACED OR REPAIRED AS NEEDED. TREE PROTECTION DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY CLEARING,28. GRUBBING, OR GRADING. CONTRACTOR TO CLEAN OUT ACCUMULATED SEDIMENT IN THE DETENTION POND AT THE END29. OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. SEDIMENT STORAGE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, 30. INDICATING THE 1/3 FULL VOLUME. ALL SLOPES STEEPER THAN 3H:1V MUST BE MATTED AND STAKED WITH AMERICAN 31. EXCELSIOR JUTE MAT. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 PRACTICE FIP SB CODE CEP MU TS PS CIP W 2/ 2 3 / 2 6 400 5 10 20 10 SCALE 20231216 1"=10'DRL Va t a n M i x e d Us e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 USDA SOIL SURVEY CLASSIFICATIONS EuC - WADLEY LOAMY FINE SAND, 5 TO 8 PERCENT SLOPES - HSG A 5. CONSTRUCT BUILDINGS EROSION CONTROL PRACTICES RE - I S S U E S H E E T - R E V . F O R R E T A I N I N G W A L L 6/ 9 / 2 0 2 5 X X XXXXX 1/2"CRF 3/4"CTIF 36" LIVE OAK 48" LIVE OAK 30" LIVE OAK 26" LIVE OAK 24" LIVE OAK 24" LIVE OAK 1/2"OEPF 1"OEPF SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS TBM 1/2"CRS N=190984.279 E=1841188.743 EL=109.35' (SE CIVIL) (4' PRM) MAGNOLIA AVENUE 66 FT. R/W (PUBLIC) CH U R C H S T R E E T 6 6 F T . R / W ( P U B L I C ) EXISTING BUILDING EXISTING BUILDING LOT A2 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND TURNER INSTRUMENT NO. 1807835 COMMON AREA 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) LOT B 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND SOSNOWCHIK INSTRUMENT NO. 1805011 COMMON AREA 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) LO T 3 RE P L A T O F L O T 1 W O O D C H U R C H SU B D I V I S I O N (S L I D E 2 4 6 2 - A ) FS T A N D 4 1 2 F A I R H O P E L L C IN S T R U M E N T N O . 1 9 7 7 3 9 8 RIM:101.2' INV:98.1' OHP OHP OHP OH P OH P OH P OH P OH P OH P OH P OH P OH P 15"RCP15"RCP 18 " R C P 18"RCP G W W W W W W W W W W W W W W W G G G G G G G G G G G G G W W W W W W W W W W W W W W W W ED G E O F P A V E M E N T GGGG W EDGE OF PAVEMENT 15 " C M P G G G G G G G G G G G G G G G G G G G G G G G OHP OHP OHP OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP OHP OHP 2 RESIDENCE BRICK/VINYL ONE STORY PORCH PA R A P E T W A L L WALL WA L L 3 3 3 4 36"(STUMP) 40"(STUMP) 11 1 11 010 910 8 10 710 6 10 510 4 10 3 102 101 100 101 100 99 98 97 96 95 96 97 98 99 10 0 10 1 10 2 10 4 10 5 11 0 109 10 8 107 10 6 105 10 410 3 10 2 10099 5 5 FENCE ONLINE FENCE 0.2' N RIM:100.4' INV:97.1'(15") INV:96.5'(18") RIM:101.8' THROAT:100.9' RIM:99.7' INV:91.0' RIM:95.6' INV:89.6' RIM:101.3' INV:93.0' RIM:101.47' INV:94.9' RIM:103.7' INV:97.3' SS VALLEY CURB TO REMAIN 48" TP TPTP TP TP TP TP TP TP 1 AS P H A L T D R I V E 1 RAM P 1 1 CO N C R E T E D R I V E CO N C R E T E 1 ASPHAL T D R I V E 1 6 6 6 EX. FENCE TO REMAIN EX. FENCE TO REMAIN RIM:99.7' INV:97.4'(15") INV:96.0'(18"IN) INV:91.5'(18"OUT) TP TP TP TP TP TP TP TP TP TP TP TP TP TP TPTPTP TP TP TP TP TP 7 8 8 SAWCUT ALONG EDGE OF ASPHALT (±35 LF) TO CREATE CLEAN EDGE FOR CONCRETE REMOVAL & CURB CONSTRUCTION SAWCUT ALONG EDGE OF ASPHALT (±33 LF) TO CREATE CLEAN EDGE FOR CONCRETE REMOVAL & CURB CONSTRUCTION SAWCUT ALONG EDGE OF ASPHALT (±33 LF) TO CREATE CLEAN EDGE FOR CONCRETE REMOVAL & CURB CONSTRUCTION VALVE AND HYDRANT TO BE RELOCATED OUTSIDE PROPOSED SIDEWALK. SEE UTILITY PLAN. 400 5 10 20 10 SCALE SHEETD01 20231216 DRL DRAWN DATE SCALE JOB No. 2/23/26 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call DE M O L I T I O N & T R E E PR O T E C T I O N P L A N 40" STUMP TREE REMOVAL NOTES TREE REMOVAL LEGEND REMOVAL X TREE PROTECTION FENCE TP TREE REMOVAL TYPE 36" STUMP 1 QTY 1 DEMOLITION LEGEND PIPE REMOVAL REMOVAL - ASPHALT ASPHALT SAWCUT REMOVE PAVING AND BASE MATERIAL IN THE EXISTING DRIVEWAY1 DEMOLITION SYMBOLS INSTALL PERIMETER SEDIMENT BARRIERS AND TREE PROTECTION PRIOR TO DEMOLITION. OBTAIN ALL PERMITS FROM STATE AND LOCAL AUTHORITIES PRIOR TO THE DEMOLITION AND REMOVAL OF ANY STRUCTURES, TREES, PAVING, OR INFRASTRUCTURE. ALL DEBRIS, STRUCTURES, INFRASTRUCTURE, PIPES, POLES, CABLE, PAVING, AND ANY OTHER MATERIAL SHALL BE DISPOSED OF OFF-SITE AT A PERMITTED FACILITY. CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR DRIVE ENTRANCES AND SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN THE CONTRACTOR'S CONTRACT WITH THE OWNER. ON-SITE BURIAL/DISPOSAL OF CONSTRUCTION AND DEMOLITION (C&D) WASTE IS PROHIBITED. CONSTRUCTION AND DEMOLITION WASTE MEANS BUILDING MATERIALS FROM CONSTRUCTION AND DEMOLITION OPERATIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO: ASBESTOS- CONTAINING WASTE, WOOD, BRICKS, METAL, CONCRETE, WALL BOARD, PAPER, AND REFER TO EROSION AND SEDIMENT CONTROL PLAN AND LANDSCAPE PLAN FOR DETAILS. MAKE SAWCUTS AT AREAS WHERE PAVING IS TO REMAIN. CURBING SHOULD BE REMOVED TO 1. 2. 3. 4. 5. CARDBOARD. 6. 7. AN EXISTING JOINT. SCALE: NTS TREE BARRICADE STEEL "T" POST TREE PROTECTION FENCE: CHAINLINK FENCE. STEEL "T" POSTS INSTALLED AT 8' O.C. PROVIDE AN 8.5" X 11" LAMINATED SIGN STATING "KEEP OUT TREE PROTECTION ZONE" SPACED EVERY 50 FEET ALONG THE FENCE KEEP OUT TREE PROTECTION AREA 4' TREE PROTECTION FENCING SHALL BE INSTALLED 20' FROM TRUNKS OF TREES LARGER THAN 20" DBH AND 10' FROM TRUNKS OF TREES UNDER 20" DBH. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 2/ 2 3 / 2 6 REMOVE BUILDING AND APPURTENANCES2 REMOVE WALLS3 REMOVE POWER POLES AND OVERHEAD LINES4 REMOVE FENCE5 6 7 REMOVE CURBS, CURB CUTS, SIDEWALKS, & RAMPS REMOVAL - CONCRETE Va t a n M i x e d Us e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 TREE CANOPY REMOVE & PATCH ASPHALT FOR STORM SEWER CONSTRUCTION 8 REMOVE CURB & GUTTER AND SIDEWALK FOR STORM SEWER CONSTRUCTION. NOTE: TREE BARRICADE SHALL BE IN PLACE AT THE OUTER EDGE OF THE DRIP LINE OF THE TREE PRIOR TO ANY LANDSCAPE DISTURBANCE AND SHALL REMAIN IN PLACE AND CLEARLY MARKED AS LONG AS POSSIBLE DURING CONSTRUCTION. NW D E M O L I M I T S - C H U R C H S T R E E T 6/ 9 / 2 0 2 5 AT&T Alabama 2155 Old Shell Rd Mobile, AL 36607 www.att.com T: 251.471.8361 F: 251.471.0410 w.mitchell@att.com August 29, 2023 Dave Lavery S.E. Civil Engineering & Surveying RE: Service Availability – Vatan Mixed Use Development Dear Mr. Lavery, This letter is in response to your request for information on the availability of service at the above location by AT&T. This letter acknowledges that the above referenced property is located in an area served by AT&T. Any service arrangements for this location will be subject to later discussions and agreements between the developer and AT&T. Please be advised that this letter is not a commitment by AT&T to provide service to this location. Please contact me at the phone number included in this letter with any questions. Thank you for contacting AT&T. Sincerely, Wade Mitchell Manager, OSP Planning and Design AT&T Alabama 2155 Old Shell Rd Mobile, Alabama 36607 Gulf District/ Mobile Office XXXXXXXXXX X X X X X X X X X X X X X X 36" LIVE OAK 48" LIVE OAK 30" LIVE OAK 26" LIVE OAK 24" LIVE OAK 24" LIVE OAK MAGNOLIA AVENUE 66 FT. R/W (PUBLIC) CH U R C H S T R E E T 6 6 F T . R / W ( P U B L I C ) EXISTING BUILDING EXISTING BUILDING LOT A2 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND TURNER INSTRUMENT NO. 1807835 COMMON AREA 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) LOT B 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND SOSNOWCHIK INSTRUMENT NO. 1805011 COMMON AREA 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) LO T 3 RE P L A T O F L O T 1 W O O D C H U R C H SU B D I V I S I O N (S L I D E 2 4 6 2 - A ) FS T A N D 4 1 2 F A I R H O P E L L C IN S T R U M E N T N O . 1 9 7 7 3 9 8 ED G E O F P A V E M E N T EDGE OF PAVEMENT UNIT 1 FFE=109.86 2,030 SF UNIT 2 FFE=104.77 1,660 SF UNIT 3 FFE=105.59 2,390 SF UNIT 4 FFE=104.93 1,525 SF UNIT 5 FFE=104.33 1,757 SF UNIT 6 FFE=104.33 1,365 SF UNIT 7 FFE=105.34 1,420 SF 48" SHEETC01 DRAWN DATE SCALE JOB No. 8/21/23 SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AE R I A L W I T H C O N T O U R S Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 400 5 10 20 10 SCALE 20231216 1"=10'DRL Va t a n M i x e d Us e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 XXXXXXXXXX X X X X X X X X X X X X X X XXXXXXXXXX X X X X X X X X X X X X X X 36" LIVE OAK 48" LIVE OAK 30" LIVE OAK 26" LIVE OAK 24" LIVE OAK 24" LIVE OAK MAGNOLIA AVENUE 66 FT. R/W (PUBLIC) CH U R C H S T R E E T 6 6 F T . R / W ( P U B L I C ) EXISTING BUILDING EXISTING BUILDING LOT A2 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND TURNER INSTRUMENT NO. 1807835 COMMON AREA 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) LOT B 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND SOSNOWCHIK INSTRUMENT NO. 1805011 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) LO T 3 RE P L A T O F L O T 1 W O O D C H U R C H SU B D I V I S I O N (S L I D E 2 4 6 2 - A ) FS T A N D 4 1 2 F A I R H O P E L L C IN S T R U M E N T N O . 1 9 7 7 3 9 8 EDGE OF PAVEMENT UNIT 2 FFE=110.12 2,378 SFUNIT 1 FFE=104.52 1,594 SF UNIT 3 FFE=105.87 2,836 SF UNIT 5 FFE=105.26 1,532 SF UNIT 7 FFE=104.76 1,551 SF UNIT 6 FFE=104.47 1,434 SF UNIT 4 FFE=105.32 1,369 SF GARAGE FFE=106.18 GARAGE FFE=105.87 GARAGE FFE=105.26 GARAGE FFE=104.76 GARAGE FFE=104.47 GARAGE FFE=105.32 GARAGE FFE=106.12 48" LANDSCAPE PLANTER (DESIGN BY OTHERS) TERRACE TERRACE STAIR FFE=106.54 EQ U I P . S L A B FF E = 1 0 5 . 7 8 LANDSCAPE PLANTER (DESIGN BY OTHERS) SHEET EXHBT DRAWN DATE SCALE JOB No. 3/18/26 SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call EX H I B I T FA I R H O P E S I T E P L A N A P P R O V A L S VS . C U R R E N T S I T E L A Y O U T Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 400 5 10 20 10 SCALE 20231216 1"=10'DRL Va t a n M i x e d Us e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 RE T A I N I N G W A L L & A S P H , C U R B , S W P A T C H 6/ 9 / 2 0 2 5 AM E N I T Y P A T H 3/ 1 8 / 2 0 2 6 BLACK/GRAY - LAYOUT AT TIME OF PLANNING COMMISSION AND CITY COUNCIL APPROVAL BLUE - CURRENT LAYOUT WITH UPDATED BUILDING FOOTPRINTS AND LANDSCAPED AMENITY CITY OF FAIRHOPE PLANNING COMMISSION PLANNING DEPARTMENT P.O.BOX 429 FAIRHOPE,AL 36533 Telephone:(251)928-8003 NOTICE OF ACTION TAKEN PC MEETING DATE:October 2,2023 CASE NUMBER:SD 23.26 —Vatan Mixed Use Multiple Occupancy Project PROPERTY LOCATION:Northeast corner of Magnolia Avenue and N.Church Street PPIN#:15164 APPLICANT:FST RW LLC ENGINEER/SURVEYOR:S.E.Civil,LLC REQUEST: 9-unit Multiple Occupancy Project ACTION TAKEN BY THE COMMISSION: Approved with conditions CONDITIONS OF APPROVAL: 1.Developer shall coordinate the installation of the sidewalks with the Public Works Department to minimize disturbance to the existing trees in the ROWs at the time of building permit. 2.Any aid to construction costs shall be paid prior to issuance of building permit. 3.A fire flow model is completed and approved. 4.Provide spot elevations for the building corners,along with building elevations,prior to any land disturbance or issuance of any building permit to confirm building height. 5.Provide a Hold-Harmless agreement for staircases proposed in the ROW. Cindy eaudreau Planning Clerk XXXXXXXXXX X X X X X X X X X X X X X X X X XXXXX 1/2"CRF 3/4"CTIF 36" LIVE OAK 48" LIVE OAK 30" LIVE OAK 26" LIVE OAK 24" LIVE OAK 24" LIVE OAK 1/2"OEPF 1"OEPF TBM 1/2"CRS N=190984.279 E=1841188.743 EL=109.35' (SE CIVIL) (4' PRM) MAGNOLIA AVENUE 66 FT. R/W (PUBLIC) CH U R C H S T R E E T 6 6 F T . R / W ( P U B L I C ) EXISTING BUILDING EXISTING BUILDING LOT A2 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND TURNER INSTRUMENT NO. 1807835 COMMON AREA 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) LOT B 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) FST AND SOSNOWCHIK INSTRUMENT NO. 1805011 52 N. CHURCH STREET SUBDIVISION (SLIDE 2494-F) LO T 3 RE P L A T O F L O T 1 W O O D C H U R C H SU B D I V I S I O N (S L I D E 2 4 6 2 - A ) FS T A N D 4 1 2 F A I R H O P E L L C IN S T R U M E N T N O . 1 9 7 7 3 9 8 OHP OHP EDGE OF PAVEMENT OHP OHP 11 1 11 010 910 8 10 710 6 10 510 4 10 3 102 101 100 101 100 99 98 97 96 95 96 97 98 99 10 0 10 1 10 2 10 4 10 5 11 0 109 10 8 107 10 6 105 10 410 3 10 2 10099 UNIT 2 FFE=110.12 2,378 SFUNIT 1 FFE=104.52 1,594 SF UNIT 3 FFE=105.87 2,836 SF UNIT 5 FFE=105.26 1,532 SF UNIT 7 FFE=104.76 1,551 SF UNIT 6 FFE=104.47 1,441 SF UNIT 4 FFE=105.32 1,369 SF FENCE ONLINE FENCE 0.2' N RIM:95.6' INV:89.6' RIM:101.3' INV:93.0' RIM:101.47'RIM:103.7' INV:97.3' GARAGE FFE=106.18 GARAGE FFE=105.87 GARAGE FFE=105.26 GARAGE FFE=104.76 GARAGE FFE=104.47 GARAGE FFE=105.32 GARAGE FFE=106.12 48" LANDSCAPE PLANTER (DESIGN BY OTHERS) TERRACE TERRACE 105 10 6 106 107 10 5 104 10 9 11 0 104 104 1021011009998 102101 10099 103 104 104 104 97 96 10 0 101 102 105 10 3 104 99 98 10 8 103 103 102 10110099 104 10497103 103 STAIR FFE=106.54 EQ U I P . S L A B FF E = 1 0 5 . 7 8 RD RD RD RD RD RD RD 105 105 105 LANDSCAPE PLANTER (DESIGN BY OTHERS) 104RD RD RD PHASE 2 PHASE 1 PHASE 2 PHASE 1 SHEETC01 DRAWN DATE SCALE JOB No. 2/23/26 SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call MO P P H A S I N G P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 400 5 10 20 10 SCALE 20231216 1"=10'DRL Va t a n M i x e d Us e D e v e l o p m e n t 30 1 M A G N O L I A A V E FA I R H O P E , A L 3 6 5 3 2 RE T A I N I N G W A L L & A S P H , C U R B , S W P A T C H 6/ 9 / 2 0 2 5 PHASE 1A SITE INFRASTRUCTURE PHASE 1B PHASE 1B PHASE 1BPHASE 1C LANDSCAPED AMENITY AREA PHASE 1D R-O-W SIDEWALK PHASE 2A PHASE 2A PHASE 2A PHASE 2A PH A S E 2 B R- O - W S I D E W A L K PHASE 1A MOP PHASING NARRATIVE 1. INSTALL CENTER DRIVEWAY, UTILITIES, AND STORM INFRASTRUCTURE. 2. INSTALL AND MAINTAIN EROSION CONTROL BEST MANAGEMENT PRACITICES THROUGHOUT PHASE 1A CONSTRUCTION. PHASE 1B 1. CONSTRUCT FIRST 3 UNITS. DEVELOPER ANTICIPATES THAT THE FIRST 3 UNITS WILL INCLUDE UNITS 1, 2, AND 3 AS SHOWN. HOWEVER, THE DEVELOPER RESERVES THE RIGHT TO ADJUST PHASING OF VERTICAL CONSTRUCTION AS NECESSARY TO ACCOMMODATE UNIT SALES. 2. MAINTAIN EROSION CONTROL BEST MANAGEMENT PRACTICES INCLUDING PERIMETER SEDIMENT BARRIERS, MULCH, AND TEMPORARY SEED THROUGHOUT PHASE 1B CONSTRUCTION. PHASE 1C 1. FOLLOWING COMPLETION OF UNITS 1 AND 2, CONSTRUCT LANDSCAPED AMENITY AREA. IN THE EVENT THAT PHASING OF VERTICAL CONSTRUCTION IS ALTERED, NO MORE THAN FIVE (5) BUILDINGS WILL BE ISSUED CERTIFICATES OF OCCUPANCY PRIOR TO THE CONSTRUCTION OF THE LANDSCAPED AMENITY AREA. 2. COMPLETE FINAL STABILIZATION/LANDSCAPING IN PHASE 1 AROUND UNITS AS VERTICAL CONSTRUCTION PROGRESSES. 3. REQUEST INSPECTION FROM QCP FOR PHASE 1 WHEN FINAL STABILIZATION IS COMPLETE. 4. ONCE THE QCP HAS CERTIFIED THE PHASE 1 IS STABILIZED, REMOVE BMPS AND TREE PROTECTION FROM THE PHASE I LIMITS AND STABILIZE ANY AREAS DISTURBED BY BMP AND TREE PROTECTION REMOVAL. PHASE 1A SITE INFRASTRUCTURE PHASE 1D R-O-W SIDEWALK PH A S E 1 D R- O - W S I D E W A L K PHASE 1D 1. SIDEWALKS IN RIGHT OF WAY ADJACENT TO PHASE 1 SHALL BE CONSTRUCTED AFTER VERTICAL CONSTRUCTION OF UNITS 1, 2, & 3 IS COMPLETE. IN THE EVENT THAT PHASING OF VERTICAL CONSTRUCTION IS ALTERED, NO MORE THAN FIVE (5) BUILDINGS WILL BE ISSUED CERTIFICATES OF OCCUPANCY PRIOR TO THE CONSTRUCTION AND ACCEPTANCE OF THE PHASE 1 SIDEWALKS. 2. CONTRACTOR SHALL INSTALL AND MAINTAIN INLET PROTECTION IN THE RIGHT OF WAY DURING SIDEWALK CONSTRUCTION. 3. STABILIZE ANY AREAS DISTURBED BY SIDEWALK CONSTRUCTION. PHASE 2A 1. COMPLETE VERTICAL CONSTRUCTION OF PHASE 2 UNITS. BUILDING PERMITS FOR INDIVIDUAL UNITS MAY BE ISSUED OUT OF SEQUENCE WITH PREVIOUS PHASES, BUT THE TOTAL NUMBER OF C/Os FOR THE SITE WILL BE LIMITED AS NOTED IN PHASE 1C AND 1D ABOVE. 2. MAINTAIN PHASE 2 EROSION CONTROL BEST MANAGEMENT PRACTICES INCLUDING PERIMETER SEDIMENT BARRIERS, MULCH, AND TEMPORARY SEED THROUGHOUT PHASE 1B CONSTRUCTION. 3. COMPLETE FINAL STABILIZATION/LANDSCAPING IN PHASE 2 AROUND UNITS AS VERTICAL CONSTRUCTION PROGRESSES. 4. REQUEST INSPECTION FROM QCP FOR PHASE 2 WHEN FINAL STABILIZATION IS COMPLETE. 5. ONCE THE QCP HAS CERTIFIED THE PHASE 2 IS STABILIZED, REMOVE BMPS AND TREE PROTECTION FROM THE PHASE 2 LIMITS AND STABILIZE ANY AREAS DISTURBED BY BMP AND TREE PROTECTION REMOVAL. PHASE 2B 1. SIDEWALKS IN RIGHT OF WAY ADJACENT TO PHASE 2 SHALL BE CONSTRUCTED AFTER VERTICAL CONSTRUCTION OF ALL UNITS IS COMPLETE AND PRIOR TO THE ISSUANCE OF THE FINAL C/O FOR THE SITE. 2. CONTRACTOR SHALL INSTALL AND MAINTAIN INLET PROTECTION IN THE RIGHT OF WAY DURING SIDEWALK CONSTRUCTION. 3. IF AT ANY POINT DURING CONSTRUCTION THERE WILL BE NO ACTIVE BUILDING PERMITS AS A RESULT OF A C/O BEING ISSUED, THEN PRIOR TO THE ISSUANCE OF SAID C/O, THE DEVELOPER WILL EITHER: A. CONSTRUCT THE REMAINDER OF THE SIDEWALKS IN THE RIGHT OF WAY, OR B. PROVIDE A PERFORMANCE BOND FOR 125% OF THE CONSTRUCTION COST OF THE SIDEWALK FOR A PERIOD OF 2-YEARS. 4. STABILIZE ANY AREAS DISTURBED BY SIDEWALK CONSTRUCTION. CITY OF FAIRHOPE CITY HALL PO DRAWER 429 FAIRHOP E, AL 36532 (251) 928 -2136 Welcome 01/21/2026 08:35AM Kelly M. 045100 -0002 UTILITY BILLING APP FEE REED CONSTRUCTION COMPANY, LLC ELECTRIC ATC COMMERCIAL (44 ) 2026 1002153 -56396 $26 ,005 .00 Subtotal Total CHECK Check Number013228 Change due $26,005.00 $26,005.00 $26,005 .00 $26,005.00 $0 .00 Paid by : REED CONSTRUCTION COMPANY , LLC Comments: 301 MAGNOLIA AVE ATC TRANS FORMER S RES IDENlAL AND COMM ERICAL REED CONSTRUCTION 25 1-937 -9098 Thank ym1 for YOLff pa yment CITY OF FAIRHOPE COPY DUPLICATE RE CEIPT I don't think we should eliminate the sidewalks. I think the paver option should be tabled if we want to keep the trees viable. Why not propose a stamped concrete that mimics brick pavers? Meets in the middle with aesthetic and functionality without killing the trees. Joshua N. Gammon Fairhope City Council, Place 2 From: Michelle Melton <michelle.melton@fairhopeal.gov> Sent: Tuesday, March 24, 2026 9:12:46 AM To: Paul Fontenot <gdsi_land@yahoo.com>; JoGlassHogan@gmail.com <JoGlassHogan@gmail.com>; skipjones42@gmail.com <skipjones42@gmail.com>; knox@ashurstandniemeyer.com <knox@ashurstandniemeyer.com>; 2vintner2@gmail.com <2vintner2@gmail.com>; csullivan3814@gmail.com <csullivan3814@gmail.com>; craigtappa@gmail.com <craigtappa@gmail.com>; agallaspy@yhaoo.com <agallaspy@yhaoo.com>; Will Mastin <will.mastin@fairhopeal.gov>; Joshua Gammon <joshua.gammon@fairhopeal.gov> Cc: Michelle Melton <michelle.melton@fairhopeal.gov> Subject: Vatan Sidewalk and Tree Assessment (April 6 Planning Commission meeting) Dear Tree Committee: Attached you will find a recent assessment of the impact of required sidewalks along N. Church Street and Magnolia Avenue for the Vatan MOP development. When this case was first approved in 2023, there was much deliberation about protecting the six (6) Heritage Trees within the ROWs. Since development of this site has commenced, there are concerns about the viability of the Heritage Trees. I am attaching the approved Site Plan from 2023 with 8 and 6 ft sidewalks and/or pavers (1st attachment) and the recent assessment by Ickes about the situation. The MOP for this has expired and will be in front of the Planning Commission on April 6, so comments are time sensitive. If the sidewalks go away, then the Site Plan will need to go back through City Council as well. I am working on the staff report this week. Please provide any comments you may have to be included in the staff report for the April 6 PC meeting as soon as possible. Thank you for all that you do for the city! Have a great day! Michelle Melton City Planner City of Fairhope (251) 928-8003 x456 michelle.melton@fairhopeal.gov -Null SD 26.10 Greenfields Final Plat April 6, 2026 Page 1 of 5 SUMMARY OF REQUEST Public hearing to consider the request of the Applicant, SE Civil, LLC, on behalf of the Owner, Millrose Properties Alabama LLC, for Final Plat approval of Greenfields, an 81-lot Major Subdivision on property zoned R-2, Medium Density Single-Family Residential District. The property is located on the east side of County Road 13, north of County Road 32 and is 39.9± acres. SITE HISTORY At its meeting on June 6, 2022, the Planning Commission approved the Preliminary Plat (SD 22.18) with conditions. Prior to this application for Final Plat approval the Applicant requested the following extensions for the Preliminary Plat: September 4, 2025 (one-year extension); September 5, 2024 (one-year extension); and June 3, 2024 (one-year extension). STAFF COMMENTS The subdivision has been developed in conformance with the Preliminary Plat approval and the conditions of that approval have been met. A final inspection walk-thru was conducted on March 17, 2026, and follow up on March 30, 2026, by Planning and Zoning staff. The latter walk revealed that not all the follow up items sent to SE Civil on March 18, 2026, from the ROW Inspector have been completed. Moreover, the latter walk done by Planning and Zoning staff presented additional items to be taken care of prior to signing of the Final Plat. These observations are included in the Follow-Up Activities at the end of this report. Wetlands The Applicant submitted a wetland delineation report prepared by Barry Vittor & Associates dated March 23, 2022, with the Preliminary Plat application. The report states that it is the opinion of Mr. Vittor that “there appears to be a surface hydrological connection between the wetland area and offsite Waters of the United States” and “the Corps of Engineers would likely determine that these wetlands are jurisdictional and would be regulated under Section 404 of the Clean Water Act.” The Applicant did not get a formal delineation from the Army Corps of Engineers (USACE) confirming the report; thus, Applicant has elected to voluntarily include a 30-foot wetland buffer in accordance with Article V Section F.4. of the Subdivision Regulations. SD 26.10 Greenfields Final Plat April 6, 2026 Page 2 of 5 Tree & Landscaping There is a mulch trail that needs to be secured better so it will not wash away. Site visit on March 17, 2026, after a rain event, showed the mulch trail mostly intact; however, a more severe rain event may dissipate the mulch without some sort of border or coagulate. Applicant proposes to use a spray adhesive to bind the mulch and will also place a sod border along the trail. SUBDIVISION CONSIDERATIONS Standards of Review: In accordance with Article V.B.2 of the City of Fairhope Subdivision Regulations the Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a) The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; b) The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; c) The proposed subdivision is not consistent with these Regulations; d) The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or e) The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” Follow‐Up Activities Required by Staff and the Applicant: • Clean up Calypso Drive in general. There is loose red dirt and other debris in the roadway. • On the east side of Calypso Drive where the sidewalk panel has been replaced needs to be backfilled. • Clean up trash and debris throughout entire site. • The mulch trail needs to be sprayed with the adhesive and a sod border placed per letter from SE Civil dated March 19, 2026. • Punch List Items from the March 18, 2026, letter: SD 26.10 Greenfields Final Plat April 6, 2026 Page 3 of 5 • Copy of the recorded plat (Final Plat must be recorded within 120 days of acceptance) • Copy of the recorded O&M Agreement to include the mulch trail, wetland buffer, and wetland • Maintenance Agreement executed by the subdivider – this document is not considered fully executed until the Mayor signs said Agreement. o Remember to include the instrument # from the recorded plat Recommendation: Staff recommends APPROVAL of SD 26.10 Greenfields Final Plat with the following conditions: 1. Completion of the follow-up activities; and 2. Include in the O&M Plan the wetlands, wetland buffers, and mulch trail and record said O&M Plan with Baldwin County Probate; EXHIBITS SD 26.10 – Greenfields Subdivision Final Plat April 6, 2026 Page 4 of 5 Excerpt from Table 3-2: Dimension Table – Lots and Principle Structure Dimension, District or Use Zoning Allowed Units Per Acre (UPA) Setback Setback Setback Setback Coverage by All Structures R/A 3 acres/ -198’75’75’25’50’none 30’ R-1 15,000 s.f./ - 100’ 40’ 35’ 10’ b 20’ 40% 30’ a R-1a 40,000 s.f./ - 120’ 30’ 30’ 10’ b 20’ 25% 35’ R-1b 30,000 s.f./ - 100’ 30’ 30’ 10’ b 20’ 25% 35’ R-1c 20,000 s.f./ - 80’ 30’ 30’ 10’ b 20’ 25% 35’ R-2 10,500 s.f./ - 75’ 35’ 35’ 10’ b 20’ 37% 30’ a EXHIBITS SD 26.10 – Greenfields Subdivision Final Plat April 6, 2026 Page 5 of 5 Final Plat 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3334353637383940414243444546 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 6768697071727374757677787980 COMMON AREA 3 COMMON AREA 1 COMMON AREA 5 CO M M O N A R E A 2 COMMON AREA 4 BANKHEAD BLVD. 50 FT. R/W (PUBLIC) GREEN FIELDS DRIVE 50 FT. R/W (PUBLIC) CA L Y P S O D R . 50 F T . R / W ( P U B L I C ) DA M S E L D R . 50 F T . R / W ( P U B L I C ) CO U N T Y R O A D 1 3 1 0 0 F T . R . O . W . 81 P.O.B. GREENFIELDS FLOOD STATEMENT SHEET 1 OF 3 Civil LENNAR HOMES (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering& Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED 31 20211019 20211019 1"=100' CHKD.DED DRAWN ASC PROPERTY BOUNDARY & SUBDIVISION N 0 50 100 200 100 SCALE R-2 81 4700 LF CITY OF FAIRHOPE CITY OF FAIRHOPE BALDWIN EMC (Lots 1-10, 49-51) AT&T 39.90 AC 17661 SF (LOT 47) 11,360 SF 35 FEET 35 FEET 10 FEET 20 FEET REQUIRED SETBACKS: ELECTRIC SERVICE: TELEPHONE SERVICE: TOTAL LOTS: LIN. FT. STREETS: CURRENT ZONING: REAR: WATER SERVICE: SEWER SERVICE: SIDE STREET: FRONT:TOTAL AREA: COMMON AREAS: LARGEST SF LOT: SMALLEST RES. LOT: SITE DATA 10,500 SFMINIMUM LOT: 2.0 / AC.DENSITY: 12.35 AC (31%) SIDE: CERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING DIRECTOR CERTIFICATE OF OWNERSHIP CERTIFICATE OF NOTARY PUBLIC: CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (SEWER): CERTIFICATE OF APPROVAL BY BALDWIN E.M.C. CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (WATER):GENERAL NOTES: GREENSPACE MAINTENANCE GREEN SPACE DENSITY CALCULATION 39.90 TOTAL GROSS ACRES -9.33 ROW, DETENTION, WETLANDS 30.57 ACRES 80/30.57 = 2.62 UNITS PER ACRE 15% REQ'D (5.98 AC.) QUALIFYING GREEN SPACE CALCULATION 6.03 UPLAND AREAS 0.85 30% OF PONDS 6.88 TOTAL ACRES (17.24% OF TOTAL SITE) *SEE SHEETS 2 AND 3 FOR DETAILED GEOMETRY* VICINITY MAP SITE B AAMALA HL D E.DIEDAVI SURVEYOR'S CERTIFICATE AND DESCRIPTION OF PROPERTY: CERTIFICATE OF APPROVAL BY AT&T 1 234567 89 1011121314 15 102 91 113 124 135 146 157 8 ADJACENT PROPERTIES GREYTHORNE ESTATES LEGEND: OF ALABAMA, LLC OWNER: DEVELOPER: MILROSE PROPERTIES ALABAMA LLC801 W ROMANA ST - SUITE APENSACOLA, FLA. 32502 LENNAR HOMES OF ALABAMA, LLC801 W ROMANA ST - SUITE APENSACOLA, FLA. 32502 CERTIFICATE OF APPROVAL BY E-911 ADDRESSING: WETLAND BUFFER SIGNS:13 RIVIERA UTILITIES (Lots 11-48, 52-80) CERTIFICATE OF APPROVAL BY RIVIERA UTILITIES *SEE SHEE T S 2 O F 3 * *SEE SHEE T S 3 O F 3 * 2988 SF (LOT 81)SMALLEST LOT: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 37383940414243444546 47 48 49 50 51 52 53 54 55 56 57 74757677787980 COMMON AREA 3 COMMON AREA 1 CO M M O N A R E A 2 BANKHEAD BLVD. 50 FT. R/W (PUBLIC) GREEN FIELDS DRIVE 50 FT. R/W (PUBLIC) CA L Y P S O D R . 50 F T . R / W ( P U B L I C ) DA M S E L D R . 50 F T . R / W ( P U B L I C ) CO U N T Y R O A D 1 3 1 0 0 F T . R . O . W . 81 GREENFIELDS SHEET 2 OF 3 Civil LENNAR HOMES (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering& Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED 32 20211019 20211019 1"=50' CHKD.DED DRAWN ASC PROPERTY BOUNDARY & SUBDIVISION N 0 25 50 100 50 SCALE S E E S H E E T 3 O F 3 OF ALABAMA, LLC 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3334353637 58 59 60 61 62 63 64 65 66 67686970717273 COMMON AREA 3 COMMON AREA 5 COMMON AREA 4 CA L Y P S O D R . 50 F T . R / W ( P U B L I C ) DA M S E L D R . 50 F T . R / W ( P U B L I C ) GREENFIELDS SHEET 3 OF 3 Civil (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering& Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED 33 20211019 20211019 1"=50' CHKD.DED DRAWN ASC PROPERTY BOUNDARY & SUBDIVISION N 0 25 50 100 50 SCALE SE E S H E E T 2 o f 2 GREEN FIELDS DRIVE 50 FT. R/W (PUBLIC) BANKHEAD BLVD. 50 FT. R/W (PUBLIC) LENNAR HOMESOF ALABAMA, LLC 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 March 19, 2026 Mrs. Michelle Melton City of Fairhope Development Services Manager 451 Pecan Avenue Fairhope, AL 36532 Re: SR 26.10 Greenfields Subdivision S.E. Civil Project #20211019 Dear Michelle: Attached is the revised O&M Plan based the comments provided. Also attached is a detail of the mulch trail modifications proposed. Below are responses to your comments. Planning Department: 1. Please secure the mulch trail so that it will remain intact. Response: The mulch trail is on flat grades and has held up well after two heavy rains. In order to ensure it does not move, the landscape company proposes to apply a spray adhesive to bind the mulch together. They will also place a sod border along the trail. 2. Please confirm what the Trenchline is that is adjacent to the aforementioned mulch trail. Response: It is an irrigation line. The area will be stabilized. 3. Please add to the O&M Plan the wetland, wetland buffers, and the mulch trail. Response: Attached is the revised O&M plan incorporating these items. 4. Please provide comments and explanation of why the wetland and the wetland buffer appear to be disturbed. Response: The wetlands were not “disturbed”. No filling, grading, or rutting occurred. The landscape contractor removed some invasive growth by brush cutting during a dry period. 5. Compliance with all other DRC Staff Review Comments attached to this letter as exhibits. Response: At the time of re-submittal, no other comments were provided. 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 Please let me know if you have any questions or need any additional information. Thank you. Sincerely, Larry Smith, PE Partner Attachments: Revised O&M Plan Revised Mulch Trail Detail TABLE OF CONTENTS C2-C3 COVER GRADING & DRAINAGE PLAN CONSTRUCTION DETAILS (SITE & PAVEMENT DETAILS) CONSTRUCTION DETAILS (WATER & SEWER DETAILS) C8-C10 D1-D3 EROSION & SEDIMENT CONTROL PLAN Developer: Lennar Homes of Alabama, LLC 433 Plaza Real Suite 244 Boca Raton, FL 33432 CONSTRUCTION DETAILS (EROSION CONTROL DETAILS) D4-D7 D8-D9 PRELIMINARY PLAT1-3 C11-C12 UTILITY PLAN PP1-PP5 SIDEWALK, STREET LIGHT & SIGNAGE PLAN R Know what's below. before you dig.Call CLEARING, GRUBBING & DEMOLITION PLAN C4-C5 PROPOSED CONSTRUCTION PLANS for Greenfields Subdivision AS-BUILT PLAN & PROFILES (ROADWAYS) C13-C15 POND PLAN & OUTFALL DETAILS CROSS SECTIONS (ROADWAYS)XS1-XS10 Civil Engineering& Surveying 9969 Windmill RoadFairhope, AL 36532251-990-6566 REVISIONS: NO.REVISIONDATE APPR. REVISIONS PP6-PP10 PLAN & PROFILES (DITCHES) POSTED/DESIGN SPEED LIMIT: 20 MPH CROSS SECTIONS (DITCHES)XS11-XS19 0 AS-BUILT1/5/26 TLS C1 GENERAL NOTES C16 SPOT ELEVATIONS C6-C7 VICINITY MAP N.T.S. PP11-PP12 STORM SEWER PROFILES MANAGER OF ENGINEERING MR. BRIAN SEALS P.O. BOX 220 SUMMERDALE, ALABAMA 36580 251-989-6247 BALDWIN EMC CONTACT SITE ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope Municipal Code and to all other rules, regulations, laws, and ordinances applicable to my design. Project Engineer January 5, 2026 Name of Project to which this Certificate Applies: Greenfields Subdivision. Plans which are certified consist of Pages Cover Sheet thru Sheet XS19.CONTACTS WATER & SEWER DEPARTMENT CITY OF FAIRHOPE MR. DARYL MOREFIELD 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 BUILDING DEPARTMENT CITY OF FAIRHOPE MR. ERIK CORTINAS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 PLANNING/ZONING DEPARTMENT CITY OF FAIRHOPE MR. HUNTER SIMMONS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 CITY ENGINEER MR. RICHARD JOHNSON 161 NORTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 CITY OF FAIRHOPE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3334353637383940414243444546 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 6768697071727374757677787980 COMMON AREA 3 COMMON AREA 1 COMMON AREA 5 CO M M O N A R E A 2 COMMON AREA 4 BANKHEAD BLVD. 50 FT. R/W (PUBLIC) GREEN FIELDS DRIVE 50 FT. R/W (PUBLIC) CA L Y P S O D R . 50 F T . R / W ( P U B L I C ) DA M S E L D R . 50 F T . R / W ( P U B L I C ) CO U N T Y R O A D 1 3 1 0 0 F T . R . O . W . 81 P.O.B. GREENFIELDS FLOOD STATEMENT SHEET 1 OF 3 Civil LENNAR HOMES (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering& Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED 31 20211019 20211019 1"=100' CHKD.DED DRAWN ASC PROPERTY BOUNDARY & SUBDIVISION N 0 50 100 200 100 SCALE R-2 81 4700 LF CITY OF FAIRHOPE CITY OF FAIRHOPE BALDWIN EMC (Lots 1-10, 49-51) AT&T 39.90 AC 17661 SF (LOT 47) 11,360 SF 35 FEET 35 FEET 10 FEET 20 FEET REQUIRED SETBACKS: ELECTRIC SERVICE: TELEPHONE SERVICE: TOTAL LOTS: LIN. FT. STREETS: CURRENT ZONING: REAR: WATER SERVICE: SEWER SERVICE: SIDE STREET: FRONT:TOTAL AREA: COMMON AREAS: LARGEST SF LOT: SMALLEST RES. LOT: SITE DATA 10,500 SFMINIMUM LOT: 2.0 / AC.DENSITY: 12.35 AC (31%) SIDE: CERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING DIRECTOR CERTIFICATE OF OWNERSHIP CERTIFICATE OF NOTARY PUBLIC: CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (SEWER): CERTIFICATE OF APPROVAL BY BALDWIN E.M.C. CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (WATER):GENERAL NOTES: GREENSPACE MAINTENANCE GREEN SPACE DENSITY CALCULATION 39.90 TOTAL GROSS ACRES -9.33 ROW, DETENTION, WETLANDS 30.57 ACRES 80/30.57 = 2.62 UNITS PER ACRE 15% REQ'D (5.98 AC.) QUALIFYING GREEN SPACE CALCULATION 6.03 UPLAND AREAS 0.85 30% OF PONDS 6.88 TOTAL ACRES (17.24% OF TOTAL SITE) *SEE SHEETS 2 AND 3 FOR DETAILED GEOMETRY* VICINITY MAP SITE B AAMALA HL D E.DIEDAVI SURVEYOR'S CERTIFICATE AND DESCRIPTION OF PROPERTY: CERTIFICATE OF APPROVAL BY AT&T 1 234567 89 1011121314 15 102 91 113 124 135 146 157 8 ADJACENT PROPERTIES GREYTHORNE ESTATES LEGEND: OF ALABAMA, LLC OWNER: DEVELOPER: MILROSE PROPERTIES ALABAMA LLC801 W ROMANA ST - SUITE APENSACOLA, FLA. 32502 LENNAR HOMES OF ALABAMA, LLC801 W ROMANA ST - SUITE APENSACOLA, FLA. 32502 CERTIFICATE OF APPROVAL BY E-911 ADDRESSING: WETLAND BUFFER SIGNS:13 RIVIERA UTILITIES (Lots 11-48, 52-80) CERTIFICATE OF APPROVAL BY RIVIERA UTILITIES *SEE SHEE T S 2 O F 3 * *SEE SHEE T S 3 O F 3 * 2988 SF (LOT 81)SMALLEST LOT: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 37383940414243444546 47 48 49 50 51 52 53 54 55 56 57 74757677787980 COMMON AREA 3 COMMON AREA 1 CO M M O N A R E A 2 BANKHEAD BLVD. 50 FT. R/W (PUBLIC) GREEN FIELDS DRIVE 50 FT. R/W (PUBLIC) CA L Y P S O D R . 50 F T . R / W ( P U B L I C ) DA M S E L D R . 50 F T . R / W ( P U B L I C ) CO U N T Y R O A D 1 3 1 0 0 F T . R . O . W . 81 GREENFIELDS SHEET 2 OF 3 Civil LENNAR HOMES (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering& Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED 32 20211019 20211019 1"=50' CHKD.DED DRAWN ASC PROPERTY BOUNDARY & SUBDIVISION N 0 25 50 100 50 SCALE S E E S H E E T 3 O F 3 OF ALABAMA, LLC 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3334353637 58 59 60 61 62 63 64 65 66 67686970717273 COMMON AREA 3 COMMON AREA 5 COMMON AREA 4 CA L Y P S O D R . 50 F T . R / W ( P U B L I C ) DA M S E L D R . 50 F T . R / W ( P U B L I C ) GREENFIELDS SHEET 3 OF 3 Civil (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering& Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED 33 20211019 20211019 1"=50' CHKD.DED DRAWN ASC PROPERTY BOUNDARY & SUBDIVISION N 0 25 50 100 50 SCALE SE E S H E E T 2 o f 2 GREEN FIELDS DRIVE 50 FT. R/W (PUBLIC) BANKHEAD BLVD. 50 FT. R/W (PUBLIC) LENNAR HOMESOF ALABAMA, LLC SHEETC1 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 N.T.S. SE A L AF F I X RE V I S I O N DA T E AS - B U I L T GE N E R A L N O T E S Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 NO "PROTECTED TREES" WILL BE REMOVED, DESTRUCTIVELY DAMAGED, MUTILATED, RELOCATED, DISFIGURED, DESTROYED, CUT DOWN, OR EXCESSIVELY PRUNED DURING THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONS AT THE SITE; INCLUDING UTILITIES, SURFACES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANY UNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES. PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGS SHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. NOTIFY THE ENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS. CONSTRUCTION ACTIVITIES. 14. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN THE BASE BID. TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES THE DRAWINGS. CONCRETE FOR CURBING SHALL BE 3000 PSI. PAINTED STRIPING SHALL BE BRIGHT AND CLEAR. STRIPES SHALL BE PER PLAN AND PAINTED CURBING SHALL BE FORMED AND POURED CONCRETE UNLESS OTHERWISE DETAILED WITHIN HANDICAP RAMPS SHALL BE PER ADA REQUIREMENTS AND LOCAL REGULATIONS. ALL DIMENSIONS AND RADII ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK. THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTING ON CLEAN ASPHALT OR CONCRETE. NOTIFY CITY OF FAIRHOPE & BALDWIN COUNTY 24 HOURS BEFORE THE BEGINNING OF EVERY PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTAL A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS. ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FHWA, LATEST EDITION. REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS. NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS, REFERENCING DETAILS IN ALDOT'S ROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE. SITE PLAN NOTES HIGHWAY DEPARTMENT REGULATIONS AND CODES. ALL WORK AND MATERIALS SHALL COMPLY WITH CITY OF FAIRHOPE & BALDWIN COUNTY INSPECTIONS. SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 1. 2. 3. REMOVE VEGETATION/PAVEMENT ONLY IN AREAS OF THE PERIMETER SEDIMENT BARRIERS INSTALL THE CONSTRUCTION EXIT PER DETAILS. INSTALL PERIMETER SEDIMENT BARRIERS PER DETAILS. CONSTRUCTION SEQUENCE - PHASE 1 4. 5. 6. REQUEST BMP & TREE PROTECTION INSPECTION PRIOR TO CLEARING. ONCE INSPECTION IS COMPLETE AND APPROVED, CLEARING & DEMOLITION CAN BEGIN (PHASE 2). INSTALL TREE PROTECTION FENCING PER TREE PROTECTION ORDINANCE. (REFERENCE LANDSCAPE PLANS) 4. 5. 6. INSTALL TEMPORARY SEEDING AND MULCH ON DISTURBED AREAS TO PREVENT EXPOSED SOILS. DURING ROAD AND UTILITY CONSTRUCTION, MAINTAIN TEMPORARY SEEDING. CONSTRUCTION SEQUENCE - PHASE 2 GRADE THE SITE TO SUB-GRADE ELEVATIONS, PREPARING THE SITE FOR FINAL SITE WORK. PERFORM GRADING TO INSTALL POND AND SEDIMENT FEATURES. ESTABLISH PERMANENT COVER1. INSTALL STORM SYSTEM AND UTILITIES. ON AREAS NOT EFFECTED BY ROAD AND UTILITY CONSTRUCTION. 2. 1. 2.CALL FOR AN INSPECTION FROM THE QCP. ONCE THE QCP HAS CERTIFIED THAT ALL AREAS ARE STABILIZED, REMOVE BMPS AND TREE PROTECTION. STABILIZE ANY AREAS DISTURBED BY BMP AND TREE PROTECTION REMOVAL. CONSTRUCTION SEQUENCE - PHASE 3 3. INSTALL FINAL LANDSCAPING. 4. INSTALL CURBING, SIDEWALKS, AND PAVING. 7. AND CONSTRUCTION EXIT. DURING ROAD AND UTILITY CONSTRUCTION, INSPECT PERIMETER CONTROLS DAILY AND FIX ANY DEFICIENCIES.3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT 1. CLEARING AND GRUBBING SHALL BE LIMITED TO THE ROADWAY RIGHT OF WAY, THE SUB-BASE AND BASE SHALL BE TESTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND SHALL BE APPROVED BY CITY OF FAIRHOPE PRIOR TO LAYING ASPHALT. REQUIRED FOR CONSTRUCTION SHALL BE PRE-APPROVED BY THE OWNER. DRAINAGE EASMENTS, AND DETENTION PONDS. OTHER CLEARING PAYMENT FOR TESTING WILL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING WITH THE SOILS ENGINEER. DEPENDING ON FINAL GRADING AND SLOPES. DRAINAGE PIPE LENGTHS ARE APPROXIMATE, AND MAY REQUIRE ADJUSTMENT UNDER DRAINS SHALL BE INSTALLED AT LOCATIONS IDENTIFIED BY THE SOILS ENGINEER. CONSTRUCTION. RESTAKING WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN STAKING THROUGHOUT THE CITY SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE NEED FOR AN INSPECTION. UTILITY NOTES COMPLIANCE OF ALL SYSTEMS WITH THESE CODES. WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, AND FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH UTILITY COMPANY SPECIFICATIONS. THE PUBLIC UTILITIES PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING, VALVES, CONTRACTOR AND CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS THE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED PLUMBING REQUIREMENTS OF THE UTILITY PROVIDERS. THE CONTRACTOR SHALL BE INTIMATE ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THE BACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE. THE TAPE SHALL BE ATTACHED TO FITTINGS, VALVES, HYDRANTS, ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT 2. 3. 4. THE SIGNAL TO THE TAPE WITHOUT HAVING TO DIG DOWN TO THE PIPE. COMPANY PRIOR TO BACKFILLING AND TESTING. THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE WITH NFPA-24. THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND UTILITY 5. 6. 16. 17. 18. 19. 20. A MINIMUM OF 2-4" PVC UTILITY SLEEVES SHALL BE INSTALLED ACROSS ALL STREETS TO SERVE ISLANDS WITH IRRIGATION. 7. 21. 1. 2. 4. EROSION CONTROL NOTES AND STATE AND FEDERAL E.P.A. GUIDELINES FOR THE NPDES PROGRAM. ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER5. ABSOLUTELY NO SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE DURING CONSTRUCTION.6. IF HEAVY RAINS OR UNUSUAL SITE CONDITIONS RESULT IN THE POLLUTION OF ROADWAYS OR ALL DISTURBED AREAS SHALL BE TEMPORARILY AND PERMANENTLY SEEDED WITH "SOUTH" ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE GOVERNING OFFICIALS. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO BE INTIMATE WITH THE LOCAL EROSION CONTROL LAWS AND TO REFLECT THIS KNOWLEDGE IN HIS/HER ACTIONS AND 7. 8. FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON ALL VEGETATION SHALL BE PLANTED AND MAINTAINED PER THE ALABAMA HANDBOOK IMMEDIATELY AND RESTORE THE AREAS TO THE ORIGINAL CONDITION WITHIN 24 HOURS. ADJACENT PARCELS THEN THE GRADING CONTRACTOR SHALL CLEAN THE DISTURBED AREAS TYPE SEEDINGS PER THE ALABAMA HANDBOOK. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 11. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTION THE EXISTING SITE IS UN-DEVELOPED. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED. CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES AFTER PERMANENT GRASSING IS IN PLACE AND ESTABLISHED. CONTACT DAVID KING, QCI 251-990-6566. CONSTRUCTION SITES AND URBAN AREAS (ALABAMA HANDBOOK). QUOTATIONS. REFERENCE THE CONSTRUCTION SEQUENCE FOR THE RELATIONSHIP BETWEEN THE INSTALLATION OF EROSION CONTROL FEATURES AND GENERAL CONSTRUCTION. 9. 10. BY THE GOVERNING OFFICIAL OR ENGINEER OF RECORD. 12. 13. THE CONSTRUCTION EXIT PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR DISTURBED AREAS LEFT IDLE FOR SEVEN DAYS OR LONGER ARE TO BE MULCHED. SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED 1/3 OF THE CAPACITY OF THE DEVICE. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 14. 15. 16. RESPONSIBILITY OF THE OWNER'S CONTRACTOR. 17. 18. 19. THE SITE IS TO BE CLEARED AND GRADED AS TO MINIMIZE THE AMOUNT OF SOIL EXPOSED 20. AT ONE TIME. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUT THE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY 21. CONSTRUCTION. BMP'S SHALL BE INSTALLED AS PER THE ALABAMA HANDBOOK STANDARDS. 22. BMP'S SHALL BE INSTALLED WITH MINIMAL CLEARING ACTIVITY. 23. REFER TO THE LANDSCAPE PLANS FOR FINAL STABILIZATION MEASURES. 24.NO DUST CONTROL IS ANTICIPATED. SHOULD DUST BE AN ISSUE, SITE WILL BE WATERED TO MINIMIZE GENERATION OF DUST. DUST CONTROL IS ALSO ACCOMPLISHED BY MINIMIZING THE EXPOSURE OF BARE SOILS. UTILIZE TEMPORARY VEGETATION AND MULCHING TO COVER BARE AREAS DURING CONSTRUCTION. UTILIZE PERMANENT VEGETATION TO CONTROL DUST FROM THE SITE AFTER CONSTRUCTION IS COMPLETE. 25.WHERE LABELED FIP/CIP, FABRIC INLET PROTECTION TO BE INITIALLY INSTALLED AND CONVERTED TO CURB INLET PROTECTION ONCE THROAT IS POURED. 3.AREA TO BE DISTURBED=±34.45 ACRES. PIPE LENGTHS SHOWN ARE LINEAR DISTANCES BETWEEN CENTER TO CENTER OF STRUCTURES. THE CONTRACTOR SHALL DETERMINE THE QUANTITY OF PIPE NEEDED FOR THE JOB, BASED ON SLOPE LENGTH AND WHOLE STANDARD PIPE SECTIONS. ALL STRUCTURAL FILL AREAS TO BE CONSTRUCTED UNDER THE DIRECTION OF A SOILS ENGINEER. GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPE SHALL BE WELL ROUNDED. ELEVATIONS REPRESENT FINAL GRADE. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE TREE PROTECTION, SAVE AREAS, SILT BARRIER INSTALLATION AND DETENTION FACILITIES ARE CONSTRUCTED. THE LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET. ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITION. 9. 10. 11. 12. 13. 14. 15. 16. CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 17. TEMPORARY SEDIMENT BASIN FEATURES ARE TO BE CONSTRUCTED AND FULLY OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING. 18. ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM.19. 20. JUNCTION BOX = RIM; THE TOP MOST PART OF THE RIM AND COVER CASTING. CATCH BASIN = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DROP INLET = GRATE; THE TOP MOST PART OF THE FRAME AND GRATE. WEIR INLET = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DEFINITION OF THE TYPE OF TOP IS AS LISTED: THE ELEVATION OF MANHOLE/INLET TOPS ARE TO BE AT THE FINISH ELEVATION SHOWN. THE THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY PAVEMENT SHALL RECEIVE FOUR INCHES OF TOPSOIL AND STABILIZED PER THE LANDSCAPE PLAN. THE TYPE OF PIPE MAY BE ALTERED IF APPROVED BY THE ENGINEER. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPES STORM PIPE SHALL BE AS FOLLOWS: GRADING & DRAINAGE NOTES STANDARDS UNLESS APPROVED OTHERWISE BY THE ENGINEER. ALL STRUCTURES SHALL BE PRECAST CONCRETE PER ASTM C-478/C-913 AND ALDOT STEEPER THAN 3:1 SHALL BE COVERED WITH CURLEX BLANKETS BY AMERICAN EXCELSIOR ALL CAST IN PLACE CONCRETE TO HAVE A MIN. 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I. RCP, CLASS III PER ALDOT SPECIFICATIONS. COMPANY OR EQUAL. 1. 2. 3. 4. 5. 6. 7. 8. CONTRACTOR SHALL PROVIDE A VIDEO OF THE STORM SYSTEM. 30" FOR ALL INTERNAL STREET INTERSECTIONS 36" FOR ALL INTERSECTION WITH EXISTING COUNTY, STATE AND FEDERAL ROADS R1-1 STOP SIGN- DIAMOND GRADE- MINIMUM 0.080" THICK TRAFFIC SIGNAGE SHALL MEET STANDARDS IN ACCORDANCE WITH THE LATEST EDITION OF THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD): 6" TALL WHITE ALL-CAPITAL LETTERING ON GREEN BACKGROUND BRACKETS- VULCAN TYPE VS-8 VANDAL PROOF OR APPROVED EQUAL STREET NAME SIGN- 9" ALUMINUM EXTRUDED BLADE, HIGH INTENSITY PRISMATIC, ALL OTHER SIGNS- HIGH INTENSITY PRISMATIC OR BETTER- MINIMUM 0.080" THICK EMBEDDED NOT LESS THAN 3 FEET BELOW THE FINISHED GRADE ELEVATION POST FOR ALL SIGNS- #2 GALVANIZED U-CHANNEL OF APPROPRIATE HEIGHT 23. 26. DISTURBED AREAS LEFT IDLE FOR TEN DAYS OR LONGER ARE TO BE SEEDED AND MULCHED. 24. 25. 26. 27. BALDWIN COUNTY HIGHWAY INSPECTOR TO BE NOTIFIED ACCORDING TO BENCHMARK INSPECTION LIST.22. DETAILS AND LOCATIONS OF UTILITIES SHALL COMPLY WITH CITY OF FAIRHOPE UTILITY SPECIFICATIONS. IF ANY MODIFICATIONS ARE MADE, THE CONTRACTOR SHOULD ALWAYS BE IN 8. COMPLIANCE WITH MANUAL. PVC WATER MAINS UNDER 4" SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241. PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 250 PSI, SDR 18 OR HEAVIER. WATER MAINS 4"-12" SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241 FOR PRESSURE PIPE WITH IRON PIPE OUTSIDE DIAMETER. 1/ 5 / 2 6 DETAILS AND LOCATIONS OF UTILITIES IN THE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH BALDWIN COUNTY UTILITY MANUAL. IF ANY MODIFICATIONS ARE MADE, THE CONTRACTOR 10. SHOULD BE IN COMPLIANCE WITH THE MANUAL. ALL UTILITY INSTALLATIONS WITHIN THE EXISTING COUNTY RIGHT OF WAYS SHALL REQUIRE11. A SEPARATE BALDWIN COUNTY UTILITY PERMIT. IRRIGATION BORES TO ISLANDS SHALL BE K-COPPER PIPE OR ENCASED AS REQUIRED BY THE 12. BALDWIN COUNTY UTILITY MANUAL. MINIMUM UNDERGROUND UTILITY DEPTHS ARE TO BE AS FOLLOWS:13. A MINIMUM OF 48" UNDER ROADS 36" UNDER DITCHES 30" IN ROAD SHOULDERS ALL UTILITY INSTALLATIONS WITHIN THE COUNTY RIGHT-OF-WAY SHALL MEET THE BALDWIN14. COUNTY UTILITY MANUAL. 21. NO JURISDICTIONAL WETLANDS ARE TO BE FILLED. THE WETLAND DELINEATOR IS BARRY VITTOR. SITE INSPECTIONS TO BE PERFORMED WHEN 3/4" RAIN EVENT OR GREATER OCCURS. 27.ADEM NPDES PERMIT # ALR10C5MN CONTRACTOR TO NOTIFY SE CIVIL UPON ANY QUALIFYING EVENT. SITE INSPECTIONS TO BE DONE WEEKLY. 28.EROSION CONTROL MEET ADEM EROSION CONTROL HANDBOOK REQUIREMENTS. ALL TESTING WITHIN THE COUNTY RIGHT-OF-WAY SHALL FOLLOW BALDWIN COUNTY TESTING 28. GUIDELINES. THE BALDWIN COUNTY INSPECTOR SHALL BE CONTACTED ACCORDING TO BALDWIN COUNTY 29. BENCHMARK INSPECTION GUIDE FOR IMPROVEMENTS WITHIN THE CR-13 RIGHT-OF-WAY AND THE EXISTING BANKHEAD BLVD RIGHT-OF-WAY. TRACER WIRE TEST STATIONS SHALL BE INSTALLED AND TESTING MUST BE CONDUCTED15. THE PRESENCE OF THE EOR OR REPRESENTATIVE AND THE COF INSPECTOR. 10 0 1 7 + 0 0 10 0 1 8 + 0 0 10 0 1 9 + 0 0 10 0 2 0 + 0 0 10 0 2 1 + 0 0 10 0 2 2 + 0 0 10 0 2 3 + 0 0 10 0 2 4 + 0 0 10 0 2 5 + 0 0 10 0 2 6 + 0 0 10 0 2 7 + 0 0 10 0 2 8 + 0 0 DIRT DRIVE 94 95 92 93 88 89 90 91 8786 88 89 90 91 90 91 92 93 94 95 96 96 3-27"X44" RCAP INV 83.85'INV 83.97'INV 84.07' INV 84.24'INV 84.26' INV 84.32' 24 " R C P IN V 8 5 . 3 8 ' IN V 8 4 . 8 6 ' 24 " R C P IN V 8 6 . 7 0 ' IN V 8 6 . 2 4 ' 24 " R C P IN V 9 1 . 4 0 ' IN V 8 9 . 9 5 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 383940414243444546 47 48 49 50 51 52 53 54 55 56 57 74757677787980 0+ 0 0 1+ 0 0 2+ 0 0 3+0 0 4+00 5+00 6+00 7+00 8+00 9+00 GREEN FIELDS DR.GREEN FIELDS DR. BANKHEAD BLVD. BA N K H E A D BL V D . 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 0+00 1+00 2+00 3+00 4+00 5+00 5+99 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 COMMON AREA CO M M O N A R E A MAIL CO U N T Y R O A D 1 3 (1 0 0 F T R . O . W ) 89 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 N 2000 25 50 100 50 SCALE SHEETC2 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 1"=50' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T CL E A R I N G , G R U B B I N G & DE M O L I T I O N P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 LEGEND CLEARING LIMITS NOTE: CONTRACTOR TO REFERENCE TREE PROTECTION LANDSCAPE DRAWING PRIOR TO CONSTRUCTION. PROTECTED TREES ARE NOT TO BE DISTURBED. 1/ 5 / 2 6 CONCDRIVE 93 92 93 94 95 94 95 95 9595 97 98 98 98 97 9596 94 92 93 91 90 91 92 93 94 95 96 97 94 95 96 94 95 97 97 95 96 97 96 95 95 94 92 93 95 93 94 15 " R C P IN V 9 3 . 4 1 ' IN V 9 2 . 9 1 ' 24" MP INV 89.79' INV 90.27' 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3334353637 58 59 60 61 62 63 64 65 66 67686970717273 1+68 0+ 0 0 1+ 0 0 1+67 0+ 0 0 1+ 0 0 10+00 11+00 12+00 23+03 12+00 13+00 14+00 15+00 16+00 17+00 18+0 0 19+ 0 0 20+ 0 0 21 + 0 0 22 + 0 0 23 + 0 0 GREEN FIELDS DR. CA L Y P S O DR . DA M S E L DR . BANKHEAD BLVD. BA N K H E A D BL V D . 10+65 8+56 9+05 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+30 COMMON AREA COMMON AREA COMMON AREA COMMON AREA WETLAND AREA COMMON AREA 100' (T Y P . ) INSTALL WETLAND BUFFER SIGNS AT 100LF INTERVALS ALONG WETLAND BUFFER (TYP.) SEE DETAIL 21+1312+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 N 2000 25 50 100 50 SCALE SHEETC3 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 1"=50' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T CL E A R I N G , G R U B B I N G & DE M O L I T I O N P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 LEGEND CLEARING LIMITS REMOVE EXISTING 15" RCP NOTE: CONTRACTOR TO REFERENCE TREE PROTECTION LANDSCAPE DRAWING PRIOR TO CONSTRUCTION. PROTECTED TREES ARE NOT TO BE DISTURBED. 1/ 5 / 2 6 10 0 1 7 + 0 0 10 0 1 8 + 0 0 10 0 1 9 + 0 0 10 0 2 0 + 0 0 10 0 2 1 + 0 0 10 0 2 2 + 0 0 10 0 2 3 + 0 0 10 0 2 4 + 0 0 10 0 2 5 + 0 0 10 0 2 6 + 0 0 10 0 2 7 + 0 0 10 0 2 8 + 0 0 DIRT DRIVE 94 95 92 93 88 89 90 91 8786 88 89 90 91 90 91 92 93 94 95 96 96 3-27"X44" RCAP INV 83.85'INV 83.97'INV 84.07' INV 84.24'INV 84.26' INV 84.32' 24 " R C P IN V 8 6 . 7 0 ' IN V 8 6 . 2 4 ' 24 " R C P IN V 9 1 . 4 0 ' IN V 8 9 . 9 5 ' 0+ 0 0 1+ 0 0 2+ 0 0 3+0 0 4+00 5+00 6+00 7+00 8+00 9+00 GREEN FIELDS DR.GREEN FIELDS DR. BANKHEAD BLVD. BA N K H E A D BL V D . 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 0+00 1+00 2+00 3+00 4+00 5+00 5+99 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 LOT 38 PAD=98.75 LOT 39 PAD=98.00 LOT 40 PAD=97.25 LOT 41 PAD=96.50 LOT 42 PAD=95.50 LOT 43 PAD=95.25 LOT 44 PAD=94.75 LOT 45 PAD=94.25 LOT 46 PAD=93.50 LOT 47 PAD=92.50 LOT 48 PAD=92.75 LOT 49 PAD=93.25 LOT 50 PAD=93.75 LOT 51 PAD=93.75 LOT 52 PAD=95.25 LOT 53 PAD=95.75 LOT 54 PAD=96.50 LOT 55 PAD=97.00 LOT 56 PAD=97.50 LOT 57 PAD=98.00 LOT 1 PAD=92.25 LOT 2 PAD=92.25 LOT 3 PAD=93.50 LOT 4 PAD=94.50 LOT 5 PAD=95.50 LOT 6 PAD=95.75 LOT 7 PAD=96.00 LOT 8 PAD=96.25 LOT 9 PAD=96.50 LOT 10 PAD=97.00 LOT 11 PAD=97.50 LOT 12 PAD=98.00 LOT 13 PAD=98.50 LOT 77 PAD=95.50 LOT 78 PAD=94.75 LOT 79 PAD=94.25 LOT 76 PAD=96.50 LOT 75 PAD=97.25 LOT 74 PAD=98.00 LOT 80 PAD=93.75WET POND 1 TOP OF POND=91.00 N.W.S.E.=86.00 BOTTOM OF POND=82.00 D.H.W.(25-YR)=88.87 D.H.W.(100-YR)=89.77 COMMON AREA CO M M O N A R E A SAFETY BENCH SA F E T Y B E N C H SA F E T Y B E N C H MAIL SA F E T Y B E N C H CO U N T Y R O A D 1 3 (1 0 0 F T R . O . W ) 104 103102 101 106 204 203 202 201 200 205 206 105 A5 A6 A4 A1 A8 A3 A2 B4 B1 B2 B3 B5 B6 B7 B8 A7 F2 F1 600 100 89 G1 G2 700 701 95 97 9695949291 97 949392 91 91 93 91 86 82 92 96 96 96 9594939291 86 87 86 8887 9594939291 91 91 86 82 91 91 8691 88 82 95 97 9694 98 9796 95 98 98 9695 94 94 9493 98 98 97969594 95 96 97 98 93 94 95 96 97 94 95 96 97 93 9796 96 97 96 93 93 93 92 92 93 94 95 96 97 97 98 98 97 9796959493 98 97 92 93 92 91 868285 85 85 90 89 89 85 88 88 88 87 87 86 87 89 88 90 90 87 88 89 90 89 88 97 97 88 89 88 959492 96 9493 93 92 92 95 93 95 92 LIFT STATION PAD FFE=91.00 9190 INSTALL GRASS LINED DITCH A, SEE DETAIL INSTALL GRASS LINED DITCH B, SEE DETAIL INSTALL GRASS LINED DITCH C, SEE DETAIL 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT PEDESTRIAN BRIDGE OVER POND OUTFALL SWALE REFER TO LANDSCAPE ARCH PLANS INSTALL OUTLET CONTROL STRUCTURE SEE SHEET C13 91 91 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 STORM LINE A STRUCTURE: A1-MES A2-DWCB A3-DWCB A4-SWCB A5-SWCB A6-SWCB A7-WI A8-SWCB DETAILS: ??? = 85.52 INV IN = 81.53(100) THROAT = 90.08 INV IN = 85.73(101) INV OUT = 81.66(100) THROAT = 90.08 INV IN = 86.01(102) INV IN = 85.99(105) INV OUT = 85.96(101) THROAT = 92.23 INV IN = 88.51(103) INV IN = 89.16(106) INV OUT = 88.34(102) THROAT = 93.98 INV IN = 91.12(104) INV OUT = 90.65(103) THROAT = 93.98 INV OUT = 91.43(104) THROAT = 90.60 INV OUT = 87.54(105) THROAT = 92.23 INV OUT = 89.70(106) STORM LINE B STRUCTURE: B1-MES B2-WI B3-DWCB B4-DWCB B5-SWCB B6-SWCB B7-JB B8-WI DETAILS: ??? = 84.38 INV IN = 81.59(200) THROAT = 89.80 INV IN = 83.75(201) INV OUT = 82.98(200) THROAT = 90.20 INV IN = 86.52(202) INV OUT = 85.82(201) THROAT = 90.40 INV IN = 86.82(203) INV IN = 87.33(205) INV OUT = 86.73(202) THROAT = 91.32 INV IN = 87.71(204) INV OUT = 87.12(203) THROAT = 91.32 INV OUT = 87.97(204) RIM = 91.39 INV IN = 88.10(206) INV OUT = 88.03(205) THROAT = 91.14 INV OUT = 88.41(206) STORM LINE A NAME 100 101 102 103 104 105 106 SIZE & TYPE 36" RCP 30" RCP 30" RCP 24" RCP 18" RCP 24" RCP 18" RCP LENGTH 53LF 28LF 316LF 242LF 28LF 146LF 28LF SLOPE 0.25% 0.81% 0.74% 0.88% 1.11% 1.06% 1.93% STORM LINE B NAME 200 201 202 203 204 205 206 SIZE & TYPE 42" RCP 36" RCP 30" RCP 30" RCP 24" RCP 18" RCP 18" RCP LENGTH 66LF 206LF 66LF 93LF 28LF 66LF 69LF SLOPE 2.09% 1.00% 0.32% 0.32% 0.93% 1.07% 0.45% STORM LINE F STRUCTURE: F1-MES F2-MES DETAILS: ??? = 89.38 INV IN = 87.06(600) ??? = 89.72 INV OUT = 87.26(600) STORM LINE F NAME 600 SIZE & TYPE 24" RCP LENGTH 70LF SLOPE 0.29% STORM LINE G STRUCTURE: G1-MES G2-MES DETAILS: ??? = 2.29 ??? = 1.35 STORM LINE G NAME 700 701 SIZE & TYPE 36"x23" RCAP 36"x23" RCAP LENGTH 72LF 72LF SLOPE 0.69% 0.71% INV = 84.86 INV = 85.38 N 2000 25 50 100 50 SCALE SHEETC4 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 1"=50' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T GR A D I N G & D R A I N A G E P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 PROPOSEDEXISTING GRADING & DRAINAGE PLAN LEGEND STORM SEWER PIPING JUNCTION BOX (JB) CONTOURS SPOT ELEVATION XXX + XXX.XX XXX XXX.XX TYPE "S" 2- WING INLET (DWCB) WEIR INLET (WI) TYPE "S" 1- WING INLET (SWCB) MITERED END SECTION (MES) 1/ 5 / 2 6 CONCDRIVE 93 92 93 94 95 94 95 95 9595 97 98 98 98 97 9596 94 92 93 91 90 91 92 93 94 95 96 97 94 95 96 94 95 97 97 95 96 97 96 95 95 94 92 93 95 93 94 24" MP INV 89.79' INV 90.27' 1+68 0+ 0 0 1+ 0 0 1+67 0+ 0 0 1+ 0 0 10+00 11+00 12+00 23+03 12+00 13+00 14+00 15+00 16+00 17+00 18+0 0 19+ 0 0 20+ 0 0 21 + 0 0 22 + 0 0 23 + 0 0 GREEN FIELDS DR. CA L Y P S O DR . DA M S E L DR . BANKHEAD BLVD. BA N K H E A D BL V D . 10+65 8+56 9+05 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+30 LOT 36 PAD=98.50 LOT 35 PAD=98.50 LOT 34 PAD=99.00 LOT 33 PAD=99.50 LOT 32 PAD=99.50 LOT 31 PAD=99.25 LOT 30 PAD=99.00 LOT 29 PAD=98.50 LOT 28 PAD=98.00 LOT 27 PAD=98.25 LOT 26 PAD=98.50 LOT 25 PAD=98.75 LOT 37 PAD=99.00 LOT 58 PAD=98.75 LOT 59 PAD=99.25 LOT 60 PAD=99.75 LOT 61 PAD=100.25 LOT 62 PAD=100.75 LOT 63 PAD=100.50 LOT 64 PAD=100.00 LOT 65 PAD=99.75 LOT 66 PAD=99.25 LOT 15 PAD=98.50 LOT 16 PAD=99.25 LOT 17 PAD=99.75 LOT 18 PAD=100.25 LOT 19 PAD=100.75 LOT 20 PAD=100.50 LOT 21 PAD=100.00 LOT 22 PAD=99.50 LOT 23 PAD=99.25 LOT 24 PAD=98.75 LOT 14 PAD=98.50 LOT 73 PAD=98.50 LOT 72 PAD=98.00 LOT 71 PAD=98.00 LOT 70 PAD=98.50 LOT 69 PAD=98.75 LOT 68 PAD=99.25 LOT 67 PAD=99.50 WET POND 3 TOP OF POND=96.25 N.W.S.E.=93.00 BOTTOM OF POND=89.00 D.H.W.(25-YR)=94.72 D.H.W.(100-YR)=95.26 COMMON AREA COMMON AREA COMMON AREA COMMON AREA SA F E T Y B E N C H SA F E T Y B E N C H SAFETY BENCH SA F E T Y B E N C H SAFETY BENCH WETLAND AREA COMMON AREA WET POND 2 TOP OF POND=96.25, N.W.S.E.=92.50 BOTTOM OF POND=89.00 D.H.W. (25-YR)=94.70, D.H.W.(100-YR)=95.27 100' (T Y P . ) 301 300 405 404 403 402 401 400 302 406 407 502 501 500 303 304 305 306 307 310 309 308 C1 C3 D4 D3 D1 D6 D2 D7 D5 D8 D9 E4 E3 E2 C5 C6 C7 C8 C12 C10 C9 C11 C4 E1 93 89 96 92.50 97 97 98 98 98 99 99 98 97 97 97 97 96 89 96 97 97 96 97 969796 98 96 97 96 96 92.50 93969693 89 97 98 98 98 98 99 100 100 999998 98 100 100 99 99 9999 99 98 98 98 9898999999 100 97 98 98 98 98 9998 10 0 10 0 99 98 98 98 99 99 98 97 96 99 99 10 0 98 10 0 99 99 95969798 9998 97 98 97 98 98 97 98 97 97 99 99 97 94 95 96 92 92 89929396 92 92.50 92 89 98 98 98 100 INSTALL GRASS LINED DITCH E, SEE DETAIL INSTALL GRASS LINED DITCH D, SEE DETAIL 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT INSTALL OUTLET CONTROL STRUCTURE, SEE SHEET C15 INSTALL OUTLET CONTROL STRUCTURE, SEE SHEET C14 INSTALL WETLAND BUFFER SIGNS AT 100LF INTERVALS ALONG WETLAND BUFFER (TYP.) SEE DETAIL 21+1312+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 C2 STORM LINE C STRUCTURE: C1-MES C2-DWCB C3-DWCB C4-JB C5-WI C6-DWCB DETAILS: ??? = 93.09 INV IN = 89.11(300) THROAT = 95.93 INV IN = 89.30(301) INV OUT = 89.30(300) THROAT = 95.93 INV IN = 89.43(302) INV OUT = 89.43(301) RIM = 97.44 INV IN = 89.72(303) INV OUT = 89.72(302) THROAT = 95.21 INV IN = 90.17(304) INV OUT = 90.17(303) THROAT = 96.48 INV IN = 90.47(305) INV OUT = 90.47(304) STORM LINE C NAME 300 301 302 303 304 305 306 307 308 309 310 SIZE & TYPE 42" RCP 42" RCP 42" RCP 42" RCP 36" RCP 30" RCP 30" RCP 30" RCP 24" RCP 18" RCP 24" RCP LENGTH 50LF 28LF 168LF 151LF 153LF 28LF 83LF 131LF 28LF 19LF 19LF SLOPE 0.38% 0.46% 0.17% 0.30% 0.20% 0.63% 0.25% 0.21% 0.21% 0.38% 0.27% STORM LINE D STRUCTURE: D1-MES D2-JB D3-DWCB D4-DWCB D5-SWCB DETAILS: ??? = 93.66 INV IN = 89.00(400) RIM = 96.74 INV IN = 89.14(401) INV OUT = 89.14(400) THROAT = 95.93 INV IN = 90.02(402) INV OUT = 90.02(401) THROAT = 95.93 INV IN = 90.57(403) INV IN = 90.61(407) INV OUT = 90.22(402) THROAT = 96.56 INV IN = 91.22(404) INV OUT = 90.80(403) STORM LINE D NAME 400 401 402 403 404 405 406 407 SIZE & TYPE 48" RCP 42" RCP 42" RCP 36" RCP 30" RCP 24" RCP 24" RCP 24" RCP LENGTH 45LF 158LF 28LF 61LF 39LF 38LF 118LF 128LF SLOPE 0.31% 0.56% 0.70% 0.38% 0.98% 0.49% 0.37% 1.04% STORM LINE E STRUCTURE: E1-MES E2-JB E3-SWCB E4-SWCB DETAILS: ??? = 90.80 INV IN = 88.93(500) RIM = 95.06 INV IN = 91.10(501) INV OUT = 89.30(500) THROAT = 95.09 INV IN = 92.21(502) INV OUT = 91.93(501) THROAT = 95.12 INV OUT = 92.29(502) STORM LINE E NAME 500 501 502 SIZE & TYPE 18" RCP 18" RCP 18" RCP LENGTH 54LF 189LF 28LF SLOPE 0.68% 0.44% 0.28% STORM LINE C STRUCTURE: C7-DWCB C8-JB C9-SWCB C10-SWCB C11-WI C12-WI DETAILS: THROAT = 96.48 INV IN = 90.69(306) INV OUT = 90.65(305) RIM = 97.77 INV IN = 90.93(307) INV OUT = 90.90(306) THROAT = 95.66 INV IN = 91.21(310) INV IN = 91.37(308) INV OUT = 91.20(307) THROAT = 95.66 INV IN = 91.43(309) INV OUT = 91.43(308) THROAT = 95.34 INV OUT = 91.50(309) THROAT = 95.12 INV OUT = 91.26(310) STORM LINE D STRUCTURE: D6-SWCB D7-SWCB D8-WI D9-WI DETAILS: THROAT = 96.41 INV IN = 91.91(405) INV OUT = 91.60(404) THROAT = 96.44 INV IN = 92.10(406) INV OUT = 92.10(405) THROAT = 95.63 INV OUT = 92.54(406) THROAT = 95.92 INV OUT = 91.94(407) N 2000 25 50 100 50 SCALE SHEETC5 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 1"=50' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T GR A D I N G & D R A I N A G E P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 PROPOSEDEXISTING GRADING & DRAINAGE PLAN LEGEND STORM SEWER PIPING JUNCTION BOX (JB) CONTOURS SPOT ELEVATION XXX + XXX.XX XXX XXX.XX TYPE "S" 2- WING INLET (DWCB) WEIR INLET (WI) TYPE "S" 1- WING INLET (SWCB) MITERED END SECTION (MES) 1/ 5 / 2 6 10 0 1 7 + 0 0 10 0 1 8 + 0 0 10 0 1 9 + 0 0 10 0 2 0 + 0 0 10 0 2 1 + 0 0 10 0 2 2 + 0 0 10 0 2 3 + 0 0 10 0 2 4 + 0 0 10 0 2 5 + 0 0 10 0 2 6 + 0 0 10 0 2 7 + 0 0 10 0 2 8 + 0 0 DIRT DRIVE 94 95 92 93 88 89 90 91 8786 88 89 90 91 90 91 92 93 94 95 96 96 3-27"X44" RCAP INV 83.85'INV 83.97'INV 84.07' INV 84.24'INV 84.26' INV 84.32' 24 " R C P IN V 8 6 . 7 0 ' IN V 8 6 . 2 4 ' 24 " R C P IN V 9 1 . 4 0 ' IN V 8 9 . 9 5 ' 0+ 0 0 1+ 0 0 2+ 0 0 3+0 0 4+00 5+00 6+00 7+00 8+00 9+00 GREEN FIELDS DR.GREEN FIELDS DR. BANKHEAD BLVD. BA N K H E A D BL V D . 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 0+00 1+00 2+00 3+00 4+00 5+00 5+99 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 COMMON AREA CO M M O N A R E A MAIL CO U N T Y R O A D 1 3 (1 0 0 F T R . O . W ) 89 95 97 9695949291 97 949392 91 91 93 91 86 82 92 96 96 96 9594939291 86 87 86 8887 9594939291 91 91 86 82 91 91 8691 88 82 95 97 9694 98 9796 95 98 98 9695 94 94 9493 98 98 97969594 95 96 97 98 93 94 95 96 97 94 95 96 97 93 9796 96 97 96 93 93 93 92 92 93 94 95 96 97 97 98 98 97 9796959493 98 97 92 93 92 91 868285 85 85 90 89 89 85 88 88 88 87 87 86 87 89 88 90 90 87 88 89 90 89 88 97 97 88 89 88 959492 96 9493 93 92 92 95 93 95 92 9190 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXX XXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX X X X X X X X X X X X X FIP FIP FIP FIP FIP CIP CEP W W W W W W W W W W W W W W W W W W W W W W W OP OP OP FIP CIP FIP CIP FIP CIP FIP CIP FIP CIP FIP CIP FIP CIP FIP CIP FIP CIP INSTALL 10 TONS CLASS 2 RIP RAP INSTALL 10 TONS CLASS 2 RIP RAP INSTALL 190 TONS CLASS 2 RIP RAP MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS SBSB SB SB SBW W W W W W W W 91 91 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 N 2000 25 50 100 50 SCALE SHEETC6 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 1"=50' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T ER O S I O N & S E D I M E N T CO N T R O L P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 FIP SB CEP LEGEND: MU TS PS OP CIP FIP CIP W 1/ 5 / 2 6 CONCDRIVE G G G G G 93 92 93 94 95 94 95 95 9595 97 98 98 98 97 9596 94 92 93 91 90 91 92 93 94 95 96 97 94 95 96 94 95 97 97 95 96 97 96 95 95 94 92 93 95 93 94 24" MP INV 89.79' INV 90.27' 1+68 0+ 0 0 1+ 0 0 1+67 0+ 0 0 1+ 0 0 10+00 11+00 12+00 23+03 12+00 13+00 14+00 15+00 16+00 17+00 18+0 0 19+ 0 0 20+ 0 0 21 + 0 0 22 + 0 0 23 + 0 0 GREEN FIELDS DR. CA L Y P S O DR . DA M S E L DR . BANKHEAD BLVD. BA N K H E A D BL V D . 10+65 8+56 9+05 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+30 COMMON AREA COMMON AREA COMMON AREA COMMON AREA WETLAND AREA COMMON AREA 100' (T Y P . ) W 93 89 96 92.50 97 97 98 98 98 99 99 98 97 97 97 97 96 89 96 97 97 96 97 969796 98 96 97 96 96 92.50 93969693 89 97 98 98 98 98 99 100 100 999998 98 100 100 99 99 9999 99 98 98 98 9898999999 100 97 98 98 98 98 9998 10 0 10 0 99 98 98 98 99 99 98 97 96 99 99 10 0 98 10 0 99 99 95969798 9998 97 98 97 98 98 97 98 97 97 99 99 97 94 95 96 92 92 89929396 92 92.50 92 89 98 98 98 100 X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXX X X X X X X X X X X FIP FIP FIP FIP FIP FIP FIP FIP FIP W W W W W W W W W W W W W CIP CIP FIP OP OP OP OP FIP CIP FIP CIP FIP FIP CIP FIP CIP FIP CIP FIP CIP FIP CIP FIP CIP FIP CIP CIPFIP CIPFIP INSTALL 10 TONS CLASS 2 RIP RAP INSTALL 10 TONS CLASS 2 RIP RAP INSTALL 10 TONS CLASS 2 RIP RAP INSTALL 50 TONS CLASS 2 RIP RAP MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS SB SB SB SB SBSB SB SBSBSB MU TS PS OP INSTALL 75 TONS CLASS 2 RIP RAP INSTALL WETLAND BUFFER SIGNS AT 100LF INTERVALS ALONG WETLAND BUFFER (TYP.) SEE DETAIL 21+1312+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 N 2000 25 50 100 50 SCALE SHEETC7 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 1"=50' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T ER O S I O N & S E D I M E N T CO N T R O L P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 FIP SB CEP LEGEND: MU TS PS OP CIP FIP CIP W 1/ 5 / 2 6 10 0 1 7 + 0 0 10 0 1 8 + 0 0 10 0 1 9 + 0 0 10 0 2 0 + 0 0 10 0 2 1 + 0 0 10 0 2 2 + 0 0 10 0 2 3 + 0 0 10 0 2 4 + 0 0 10 0 2 5 + 0 0 10 0 2 6 + 0 0 10 0 2 7 + 0 0 DIRT DRIVE FM FM FM FM FM 94 95 92 93 88 89 90 91 8786 88 89 90 91 90 91 92 93 94 95 96 96 1 2 3 4 5 6 7 8 9 10 11 12 13 383940414243444546 47 48 49 50 51 52 53 54 55 56 57 74757677787980 0+ 0 0 1+ 0 0 2+ 0 0 3+0 0 4+00 5+00 6+00 7+00 8+00 9+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 0+00 1+00 2+00 3+00 4+00 5+00 5+99 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 COMMON AREA CO M M O N A R E A MAIL CO U N T Y R O A D 1 3 (1 0 0 F T R . O . W ) W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSS SSSSSSSSSS SS SS SS SS SSSSSSSSSS SSSSSSSSSS 89 95 97 9695949291 97 949392 91 91 93 91 86 82 92 96 96 96 9594939291 86 87 86 8887 9594939291 91 91 86 82 91 91 8691 88 82 95 97 9694 98 9796 95 98 98 9695 94 94 9493 98 98 97969594 95 96 97 98 93 94 95 96 97 94 95 96 97 93 9796 96 97 96 93 93 93 92 92 93 94 95 96 97 97 98 98 97 9796959493 98 97 92 93 92 91 868285 85 85 90 89 89 85 88 88 88 87 87 86 87 89 88 90 90 87 88 89 90 89 88 97 97 88 89 88 959492 96 9493 93 92 92 95 93 95 92 W W W W W W W W W W W W W W W W W W W SSMH#A13SSMH#A3 SSMH#A2 SSMH#A1 SSMH#A6 SSMH#A5 SSMH#A4 9190 INSTALL (2) 4" PVC UTILITY SLEEVES (55LF EACH)INSTALL 8" DIP WATER MAINDRAINAGE PIPE CROSSING (TYP.) SEE DETAIL INSTALL 8" DIP WATER MAIN INSTALL 8" DIP WATER MAIN INSTALL 8" DIP WATER MAIN INSTALL 8"X8" DIP TEE & (3) GATE VALVES INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL WATER SERVICE (TYP.) INSTALL SEWER SERVICE (TYP.) INSTALL WATER SERVICE (TYP.) INSTALL SEWER SERVICE (TYP.) INSTALL IRRIGATION SERVICE FOR COMMON AREA INSTALL IRRIGATION SERVICE FOR COMMON AREA INSTALL 12"X8" - DIP TEE, (1) 8" GATE VALVE, & (1) 12" GATE VALVE INSTALL 6" PVC FORCE MAIN INSTALL 12" DIP WATER MAIN INSTALL LIFT STATION SEE DETAIL, COORDINATE LOCATION WITH FPU JACK & BORE UNDER ROADWAY (49LF) W/ 12" STEEL ENCASEMENT PIPE JACK & BORE UNDER ROADWAY (49LF) W/ 16" STEEL ENCASEMENT PIPE INSTALL 8" - DIP 45° BEND INSTALL 8" - DIP 45° BEND STORM CROSSING STORM INV=86.64 SS INV=83.18 STORM CROSSING STORM INV=86.07 SS INV=80.63 DRAINAGE PIPE CROSSING (TYP.) SEE DETAIL DRAINAGE PIPE CROSSING (TYP.) SEE DETAIL STORM CROSSING STORM INV=89.56 SS INV=83.23 STORM CROSSING STORM INV=87.90 SS INV=83.78 INSTALL (2) 6" - 45° BENDS W/ MEGALUGS STORM CROSSING STORM INV=91.25 SS INV=84.20 INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL WATER SERVICE FOR LIFT STATION 91 INSTALL 6" - 90° BEND W/ MEGALUGS 91 INSTALL 12" - GATE VALVE & CAP SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW W W SWSWSWSWS W S W S W S W S W S W S W S W S W S S SW W S W S W S W S S W W W SWS W DRAINAGE PIPE CROSSING (TYP.) SEE DETAIL S111S101 S100 S104 S103 S102 S112 S105 W LIFT STATION TOP = 92.00' 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 W W W SANITARY SEWER LINE A STRUCTURE: SSMH#A1 SSMH#A2 SSMH#A3 SSMH#A4 SSMH#A5 SSMH#A6 SSMH#A7 DETAILS: RIM = 91.05 INV IN = 79.94(S100) RIM = 90.93 INV IN = 80.35(S101) INV OUT = 80.27(S100) RIM = 92.73 INV IN = 82.89(S111) INV IN = 81.63(S102) INV OUT = 81.61(S101) RIM = 91.09 INV IN = 82.93(S103) INV OUT = 82.87(S102) RIM = 91.14 INV IN = 83.24(S104) INV OUT = 83.19(S103) RIM = 94.34 INV IN = 84.83(S105) INV OUT = 84.78(S104) RIM = 97.73 INV IN = 86.22(S106) INV IN = 87.48(S118) INV OUT = 86.16(S105) SANITARY SEWER LINE A STRUCTURE: SSMH#A8 SSMH#A9 SSMH#A10 SSMH#A11 SSMH#A12 SSMH#A13 SSMH#A14 DETAILS: RIM = 96.54 INV IN = 89.07(S107) INV OUT = 87.42(S106) RIM = 97.89 INV IN = 91.01(S108) INV OUT = 90.96(S107) RIM = 98.13 INV IN = 91.63(S109) INV OUT = 91.49(S108) RIM = 97.57 INV IN = 92.12(S110) INV OUT = 92.08(S109) RIM = 96.84 INV OUT = 92.66(S110) RIM = 95.07 INV IN = 84.44(S112) INV OUT = 84.39(S111) RIM = 97.76 INV IN = 86.09(S113) INV IN = 88.45(S117) INV OUT = 86.01(S112) SANITARY SEWER LINE A STRUCTURE: SSMH#A15 SSMH#A16 SSMH#A17 SSMH#A18 SSMH#A19 SSMH#A20 DETAILS: RIM = 98.28 INV IN = 87.68(S114) INV OUT = 87.48(S113) RIM = 98.53 INV IN = 88.78(S115) INV OUT = 88.75(S114) RIM = 96.87 INV IN = 90.14(S116) INV OUT = 90.10(S115) RIM = 97.18 INV OUT = 90.51(S116) RIM = 96.16 INV OUT = 89.32(S117) RIM = 95.62 INV OUT = 89.08(S118) SANITARY SEWER LINE A NAME S100 S101 S102 S103 S104 S105 S106 S107 S108 S109 SIZE & TYPE SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 LENGTH 40LF 337LF 299LF 49LF 341LF 341LF 300LF 275LF 124LF 126LF SLOPE 0.82% 0.37% 0.41% 0.53% 0.45% 0.39% 0.40% 0.69% 0.39% 0.36% SANITARY SEWER LINE A NAME S110 S111 S112 S113 S114 S115 S116 S117 S118 SIZE & TYPE SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 LENGTH 139LF 358LF 358LF 322LF 322LF 322LF 81LF 169LF 159LF SLOPE 0.39% 0.42% 0.44% 0.43% 0.33% 0.41% 0.46% 0.51% 1.00% N 2000 25 50 100 50 SCALE SHEETC8 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 1"=50' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T UT I L I T Y P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 UTILITY PLAN LEGEND VALVE WATER SERVICE EXISTING FM G FIRE HYDRANT ASSEMBLY MANHOLE WATER FORCE MAIN THRUST BLOCK UNDERGROUND ELECTRIC GAS UGE PROPOSED G OHP OVERHEAD POWER UGE OHP WW FM CLEAN OUT C.O. S SANITARY SEWER SERVICE W S W S SS GRAVITY SEWER MAIN SS 1/ 5 / 2 6 CONCDRIVE G G G G G 93 92 93 94 95 94 95 95 9595 97 98 98 98 97 9596 94 92 93 91 90 91 92 93 94 95 96 97 94 95 96 94 95 97 97 95 96 97 96 95 95 94 92 93 95 93 94 15 " R C P IN V 9 3 . 4 1 ' IN V 9 2 . 9 1 ' 24" MP INV 89.79' INV 90.27' 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3334353637 58 59 60 61 62 63 64 65 66 67686970717273 1+68 0+ 0 0 1+ 0 0 1+67 0+ 0 0 1+ 0 0 10+00 11+00 12+00 23+03 12+00 13+00 14+00 15+00 16+00 17+00 18+0 0 19+ 0 0 20+ 0 0 21 + 0 0 22 + 0 0 23 + 0 0 10+65 8+56 9+05 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+30 W W W W W W W W W W COMMON AREA COMMON AREA COMMON AREA COMMON AREA WETLAND AREA COMMON AREA 100' (T Y P . ) W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SSSSSSSSSSSSSSSS SS SS SS SS SS W W W W W 93 89 96 92.50 97 97 98 98 98 99 99 98 97 97 97 97 96 89 96 97 97 96 97 969796 98 96 97 96 96 92.50 93969693 89 97 98 98 98 98 99 100 100 999998 98 100 100 99 99 9999 99 98 98 98 9898999999 100 97 98 98 98 98 9998 10 0 10 0 99 98 98 98 99 99 98 97 96 99 99 10 0 98 10 0 99 99 95969798 9998 97 98 97 98 98 97 98 97 97 99 99 97 94 95 96 92 92 89929396 92 92.50 92 89 98 98 98 100 W W W W W W W W W W W W W W W W SSMH#A16SSMH#A15 SSMH#A17 SSMH#A12 SSMH#A11 SSMH#A10 SSMH#A9SSMH#A8 SSMH#A18 SSMH#A14 SSMH#A19 SSMH#A20 SSMH#A7 INSTALL 8" DIP WATER MAIN INSTALL 8" DIP WATER MAIN INSTALL 8" DIP WATER MAIN INSTALL 8" DIP WATER MAIN INSTALL 8"X8" DIP TEE & (2) GATE VALVES INSTALL 8"X8" DIP TEE & (3) GATE VALVES INSTALL 8"X8" DIP TEE & (3) GATE VALVES INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL WATER SERVICE (TYP.) INSTALL SEWER SERVICE (TYP.) INSTALL SEWER SERVICE (TYP.) INSTALL WATER SERVICE (TYP.) INSTALL IRRIGATION SERVICE FOR COMMON AREA INSTALL IRRIGATION SERVICE FOR COMMON AREAINSTALL FIRE HYDRANT, GATE VALVE, 18LF DIP, & CAP AT END OF WATER LINE INSTALL FIRE HYDRANT, GATE VALVE, 18LF DIP, & CAP AT END OF WATER LINE DRAINAGE PIPE CROSSING SEE DETAIL DRAINAGE PIPE CROSSING (TYP.) SEE DETAIL DRAINAGE PIPE CROSSING (TYP.) SEE DETAIL DRAINAGE PIPE CROSSING (TYP.) SEE DETAIL DRAINAGE PIPE CROSSING SEE DETAIL DRAINAGE PIPE CROSSING SEE DETAIL STORM CROSSING STORM INV=92.26 SS INV=89.18 STORM CROSSING STORM INV=89.19 SS INV=87.46 STORM CROSSING STORM INV=91.44 SS INV=89.93 STORM CROSSING STORM INV=90.68 SS INV=86.57 STORM CROSSING STORM INV=91.45 SS INV=89.21 INSTALL 8" GATE VALVE REMOVE CAP & TAP ONTO EXISTING GREYTHORNE ESTATES SUBDIVISION WATER LINE CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION INSTALL WETLAND BUFFER SIGNS AT 100LF INTERVALS ALONG WETLAND BUFFER (TYP.) SEE DETAIL INSTALL (2) 8" - DIP 22.5° BENDS INSTALL (2) 8" - DIP 22.5° BENDS SW SW SW SW SW SW SW SW SW SW S SW SW SW SW SW W S W W W S W S W S W S W S W S W S W S W S W S S W S W S W S S WS W W S W WS S W W W W S W S S W S115 S114S113 S110 S109 S108S107S106 S116 S117 S118 S INSTALL 8" 11.25° BEND 21+1312+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 N 2000 25 50 100 50 SCALE SHEETC9 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 1"=50' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T UT I L I T Y P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 UTILITY PLAN LEGEND VALVE WATER SERVICE EXISTING FM G FIRE HYDRANT ASSEMBLY MANHOLE WATER FORCE MAIN THRUST BLOCK UNDERGROUND ELECTRIC GAS UGE PROPOSED G OHP OVERHEAD POWER UGE OHP WW FM CLEAN OUT C.O. S SANITARY SEWER SERVICE W S W S SS GRAVITY SEWER MAIN SS 1/ 5 / 2 6 1. S H I F T V A L V E S & H Y D R A N T 1/ 5 / 2 6 10028+00 10029+00 10030+00 10031+00 10032+00 10033+00 10034+00 10035+00 10036+00 10037+00 10038+00 10039+00 10040+00 10041+00 10042+00 FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM COUNTY ROAD 13 (100FT R.O.W) 2. 5 ' 12 . 6 ' REPAIR EXISTNG GRASS DRIVEWAY REPAIR EXISTNG GRASS DRIVEWAY REPAIR EXISTNG GRASS DRIVEWAY INSTALL 6" PVC FORCE MAIN INSTALL 12" DIP WATER MAIN INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL 22 . 5 ' WWWWWWWWWWWWWWWWWWWWWWWW 10043+00 10044+00 10045+00 10046+00 10047+00 10048+00 10049+00 10050+00 10051+00 10052+00 10053+00 10053+52 W W W W W FM FM FM FM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM COUNTY ROAD 13 (120FT R.O.W) 22 . 5 ' 23 . 1 ' 22 . 5 ' INSTALL 6" PVC FORCE MAIN INSTALL 12" DIP WATER MAIN INSTALL 12" DIP 45° BEND INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL EXISTING WATER VALVE EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING WATER VALVE W W W WWWWWWWWWWWWWWWW UG E UGE FO L FOL FOL W INSTALL 12"X12" TEE W/ 2 VALVES EXISTING 12" DIP WATER MAIN INSTALL 6" - 45° BEND W/ MEGALUGS EXISTING 6" FORCE MAIN INSTALL 6" - 45° BEND W/ MEGALUGS 6" TAP, SADDLE, & VALVE EXISTING 6" FORCE MAIN INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAIL EXISTING OHP POLE INSTALL 12" DIP 45° BEND N 2000 25 50 100 50 SCALE SHEETC10 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 1"=50' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T UT I L I T Y P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 UTILITY PLAN LEGEND VALVE WATER SERVICE EXISTING FM G FIRE HYDRANT ASSEMBLY MANHOLE WATER FORCE MAIN THRUST BLOCK UNDERGROUND ELECTRIC GAS UGE PROPOSED G OHP OVERHEAD POWER UGE OHP WW FM CLEAN OUT C.O. S SANITARY SEWER SERVICE W S W S SS GRAVITY SEWER MAIN SS 1/ 5 / 2 6 10 0 1 7 + 0 0 10 0 1 8 + 0 0 10 0 1 9 + 0 0 10 0 2 0 + 0 0 10 0 2 1 + 0 0 10 0 2 2 + 0 0 10 0 2 3 + 0 0 10 0 2 4 + 0 0 10 0 2 5 + 0 0 10 0 2 6 + 0 0 10 0 2 7 + 0 0 10 0 2 8 + 0 0 DIRT DRIVE 1 2 3 4 5 6 7 8 9 10 11 12 13 383940414243444546 47 48 49 50 51 52 53 54 55 56 57 74757677787980 0+ 0 0 1+ 0 0 2+ 0 0 3+0 0 4+00 5+00 6+00 7+00 8+00 9+00 GREEN FIELDS DR.GREEN FIELDS DR. BANKHEAD BLVD. BA N K H E A D BL V D . 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 0+00 1+00 2+00 3+00 4+00 5+00 5+99 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 COMMON AREA CO M M O N A R E A MAIL CO U N T Y R O A D 1 3 (1 0 0 F T R . O . W ) 10 ' S I D E W A L K E A S E M E N T 10 ' S I D E W A L K E A S E M E N T WET DETENTION POND 1 50 ' H I G H W A Y C O N S T R U C T I O N S E T B A C K LIFT STATION PAD INSTALL STREET LIGHT (TYP.) INSTALL STOP SIGN & STREET SIGN W/ POST (TYP.) SEE DETAIL INSTALL STOP SIGN & STREET SIGN W/ POST (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL PEDESTRIAN BRIDGE, REFER TO LANDSCAPE ARCH. PLANS INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE PAD FOR CLUSTER MAILBOX HANDICAP PARKING (TYP.) SEE DETAIL INSTALL 30" VALLEY GUTTER (TYP.) SEE DETAIL INSTALL 20' ASPHALT ROAD SEE TYP. PAVING SECTION DETAIL INSTALL RIBBON CURB TO BE FLUSH W/ EOP INSTALL WHEEL STOP (TYP.) SEE DETAIL INSTALL 2' STOP BAR, CLASS 2 TYPE A THERMOPLASTIC INSTALL STREET LIGHT (TYP.) INSTALL STREET LIGHT (TYP.) INSTALL STREET LIGHT (TYP.)INSTALL STREET LIGHT (TYP.) INSTALL STREET LIGHT (TYP.) INSTALL STREET LIGHT (TYP.) INSTALL STREET LIGHT (TYP.) INSTALL STREET LIGHT (TYP.) INSTALL STREET LIGHT (TYP.) INSTALL STREET LIGHT (TYP.) INSTALL STREET LIGHT (TYP.) 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 N 2000 25 50 100 50 SCALE SHEETC11 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 1"=50' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T SI D E W A L K , S T R E E T L I G H T , & S I G N A G E P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 PROPOSEDEXISTING SIDEWALK, STREETLIGHT & STOP BAR VALLEY GUTTER STREET LIGHT MEDIUM DUTY ASPHALT PAVING X" SYSL - X" WIDE SINGLE YELLOW SOLID LINE X" DYSL - X" WIDE DOUBLE YELLOW SOLID LINE X" SWSL - X" WIDE SINGLE WHITE SOLID LINE TRAFFIC CONTROL SIGNAGE CONCRETE SIDEWALK HEADER CURB EDGE OF PAVEMENT SIGNAGE PLAN LEGEND SCALE: NTS HANDICAP PARKING DETAIL 4" WIDE PAINTED STRIPE (TRAFFIC WHITE) (TYP.) 4" BLUE 4" B L U E 60° 1. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS. NOTES: 2. CRITERIA FOR PAVEMENT MARKINGS ONLY, NOT PUBLIC SIDEWALK CURB RAMP LOCATIONS. FOR RAMP LOCATIONS REFER TO PLANS. 3. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARDS 595A. CHEVRONS 2' O.C. 20' FLUSH SIDEWALK 4" BLUE 10' 4" B L U E 4. DIAGONAL OR PERPENDICULAR PARKING SPACES SHALL BE A MINIMUM OF NINE (9) FEET WIDE MEASURED FROM CENTER TO CENTER OF THE BLUE DEMARCATION LINES. 10' 4" B L U E 4" W H I T E 2" HC SIGNAGE 1/ 5 / 2 6 CONCDRIVE 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3334353637 58 59 60 61 62 63 64 65 66 67686970717273 1+68 0+ 0 0 1+ 0 0 1+67 0+ 0 0 1+ 0 0 10+00 11+00 12+00 23+03 12+00 13+00 14+00 15+00 16+00 17+00 18+0 0 19+ 0 0 20+ 0 0 21 + 0 0 22 + 0 0 23 + 0 0 GREEN FIELDS DR. CA L Y P S O DR . DA M S E L DR . BANKHEAD BLVD. BA N K H E A D BL V D . 10+65 8+56 9+05 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+30 COMMON AREA COMMON AREA COMMON AREA COMMON AREA WETLAND AREA COMMON AREA 100' (T Y P . ) WET DETENTION POND 2 WET DETENTION POND 3 FLUSH RIBBON CURB (TYP.) SEE DETAIL FLUSH RIBBON CURB (TYP.) SEE DETAIL INSTALL STREET LIGHT (TYP.) INSTALL STOP SIGN & STREET SIGN W/ POST (TYP.) SEE DETAIL INSTALL STOP SIGN & STREET SIGN W/ POST (TYP.) SEE DETAIL INSTALL STOP SIGN & STREET SIGN W/ POST (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL 30" VALLEY GUTTER (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL STREET LIGHT (TYP.) INSTALL 20' ASPHALT ROAD SEE TYP. PAVING SECTION DETAIL INSTALL TRAFFIC CALMING CIRCLE W/ TYPE 'N' CURB (TYP.) SEE DETAIL INSTALL TRAFFIC CALMING CIRCLE W/ TYPE 'N' CURB (TYP.) SEE DETAIL INSTALL WETLAND BUFFER SIGNS AT 100LF INTERVALS ALONG WETLAND BUFFER (TYP.) SEE DETAIL 21+1312+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 N 2000 25 50 100 50 SCALE SHEETC12 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 1"=50' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T SI D E W A L K , S T R E E T L I G H T , & S I G N A G E P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 PROPOSEDEXISTING SIDEWALK, STREETLIGHT & STOP BAR VALLEY GUTTER STREET LIGHT MEDIUM DUTY ASPHALT PAVING X" SYSL - X" WIDE SINGLE YELLOW SOLID LINE X" DYSL - X" WIDE DOUBLE YELLOW SOLID LINE X" SWSL - X" WIDE SINGLE WHITE SOLID LINE TRAFFIC CONTROL SIGNAGE CONCRETE SIDEWALK HEADER CURB EDGE OF PAVEMENT SIGNAGE PLAN LEGEND 1/ 5 / 2 6 10020+00 10021+00 10022+00 10023+00 10024+00 10025+00 92 88 89 90 91 87 86 88 89 90 47 48 49 50 GR E E N FI E L D S D R . 0+ 0 0 101 200 A1 A2 B1 B2 F1 600 100 89 91 91 8682 86 87 86 88 87 91 9191 86 82 91 91 86 91 88 82 93 93 92 91 86 82 85 85 85 90 89 89 85 88 88 8887 87 86 87 8988 90 90 87 88 89 88 8988 92 92 93 91 90 91 91 S101 S100 1+ 0 0 2+ 0 0 3+ 0 0 SHEETC13 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 1"=50' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 AS - B U I L T PO N D P L A N & O U T F A L L D E T A I L S SCALE: NTS LEVEL SPREADER - PROFILE VIEW WET POND 1 NOTE: TOP ELEV 86.00 SHALL BE MAINTAINED AROUND THE ENTIRE STILLING BASIN (LEVEL SPREADER). BOTTOM EL.=85.00 TOP EL.=86.00 TOP OF BERM 10' 10.0' MIN. BACKFILL W/ SELECT BORROW EXISTING GROUND 3' MIN. CORE MATERIAL TO BE DETERMINED BY GEOTECHNICAL ENGINEER SECTION 1 3 1 3 NOTE: POND SIDE SLOPES TO BE SOLID SOD FROM N.W.E. TO POND TOP. SCALE: NTS STILLING BASIN DETAIL POND BOTTOM 3:1 3:1 CO R E M A T E R I A L 3:13:1 SCALE: NTS TYPICAL BERM DETAIL WET POND 1 TOP OF POND=91.00 NORMAL WATER EL.=86.00 BOTTOM OF POND=82.00 DHW (25-YR)=88.87 DHW (100-YR)=89.77 PLAN SCALE: NTS OUTLET CONTROL STRUCTURE CROSS SECTION SCALE: NTS OUTLET CONTROL STRUCTURE Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 TOP OF BERM EL.= 91.00 6' 3 1 3 1 NOTE: THE WEIR SECTION SHALL BE 6" THICK 3000 PSI (@ 28 DAYS)CONCRETE WITH #4 BARS @ 9" O.C.E.W. POND BERM 6' 36' 46' WEIR INVERT EL.=86.00 NWSE=86.00 10 ' TOP EL.=91.00 TOP EL.=91.00 8" 6' 6' 3:1 SLOPE 3:1 SLOPE 3:1 SLOPE 3:1 SLOPE POND BERM TOP EL.=91.00 TOP EL.=91.00 TOP WEIR EL.= 89.75 WEIR EL.= 86.00 40' 10' TOP OF BERM EL.= 91.00 WEIR INVERT EL.= 86.00 EXISTING GROUND 3 1 3 1 1'X2' THICKENED SLAB 1'X2' THICKENED SLAB 15'15' 1/ 5 / 2 6 94 94 95 35 12+0012+00 13+00 14+00 BANKHEAD BLVD.301 300 302 500 C1 C3 E2 E1 96 92.50 97 89 96 96 92.50 98 98 98 97 94 96 92 92.50 92 89 C2 SHEETC14 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 1"=50' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 AS - B U I L T PO N D P L A N & O U T F A L L D E T A I L S WET POND 2 NOTE: TOP ELEV 92.50 SHALL BE MAINTAINED AROUND THE ENTIRE STILLING BASIN (LEVEL SPREADER). BOTTOM EL.=91.50 TOP EL.=92.50 TOP OF BERM 8.5' 10.0' MIN. BACKFILL W/ SELECT BORROW EXISTING GROUND 3' MIN. CORE MATERIAL TO BE DETERMINED BY GEOTECHNICAL ENGINEER SECTION 1 3 1 3 SCALE: NTS STILLING BASIN DETAIL POND BOTTOM 3:1 3:1 CO R E M A T E R I A L 3:13:1 SCALE: NTS TYPICAL BERM DETAIL WET POND 2 TOP OF POND=96.25 NORMAL WATER EL.=92.50BOTTOM OF POND=89.00 DHW (25-YR)=94.70DHW (100-YR)=95.27 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 SCALE: NTS LEVEL SPREADER - PROFILE VIEW PLAN SCALE: NTS OUTLET CONTROL STRUCTURE CROSS SECTION SCALE: NTS OUTLET CONTROL STRUCTURE TOP OF BERM EL.= 96.25 7' 3 1 3 1 NOTE: THE WEIR SECTION SHALL BE 6" THICK 3000 PSI (@ 28 DAYS) CONCRETE WITH #4 BARS @ 9" O.C.E.W. POND BERM 7' 29.5' 31' WEIR INVERT EL.=92.50 NWSE=93.00 8. 5 ' TOP EL.=96.25 TOP EL.=96.25 8" 10' 7' 3:1 SLOPE 3:1 SLOPE 3:1 SLOPE 3:1 SLOPE POND BERM TOP EL.=96.25 TOP EL.=96.25 TOP WEIR EL.= 96.00 WEIR EL.= 92.50 31' 8.5' TOP OF BERM EL.= 96.25 WEIR INVERT EL.= 92.50 EXISTING GROUND 3 1 3 1 1'X2' THICKENED SLAB 1'X2' THICKENED SLAB 11.25'11.25' 10' 7' 10' WEIR EL.= 94.00 NOTE: POND SIDE SLOPES TO BE SOLID SOD FROM N.W.E. TO POND TOP. POND BOTTOM TO N.W.E. TO BE LINED WITH 24" OF ON-SITE SILTY CLAY MATERIAL. REFER TO GEOTECH REPORT. 1/ 5 / 2 6 93 95 95 94 92 93 95 93 94 25 26 27 400 D1 D2 93 89 96 93969693 89 97 98 98 97 92 92 89929396 SHEETC15 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 1"=50' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 AS - B U I L T PO N D P L A N & O U T F A L L D E T A I L S TOP OF BERM 8.5' 10.0' MIN. BACKFILL W/ SELECT BORROW EXISTING GROUND 3' MIN. CORE MATERIAL TO BE DETERMINED BY GEOTECHNICAL ENGINEER POND BOTTOM 3:1 3:1 CO R E M A T E R I A L 3:13:1 SCALE: NTS TYPICAL BERM DETAIL Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 WET POND 3 NOTE: TOP ELEV 93.00 SHALL BE MAINTAINED AROUND THE ENTIRE STILLING BASIN (LEVEL SPREADER). BOTTOM EL.=92.00 TOP EL.=93.00 SECTION 1 3 1 3 SCALE: NTS STILLING BASIN DETAIL WET POND 3 TOP OF POND=96.25 NORMAL WATER EL.=93.00 BOTTOM OF POND=89.00 DHW (25-YR)=94.72DHW (100-YR)=95.26 SCALE: NTS LEVEL SPREADER - PROFILE VIEW PLAN SCALE: NTS OUTLET CONTROL STRUCTURE CROSS SECTION SCALE: NTS OUTLET CONTROL STRUCTURE TOP OF BERM EL.= 96.25 7' 3 1 3 1 NOTE: THE WEIR SECTION SHALL BE 6" THICK 3000 PSI (@ 28 DAYS) CONCRETE WITH #4 BARS @ 9" O.C.E.W. POND BERM 7' 26.5' 28' WEIR INVERT EL.=93.00 NWSE=93.00 8. 5 ' TOP EL.=96.25 TOP EL.=96.25 8" 7' 7' 3:1 SLOPE 3:1 SLOPE 3:1 SLOPE 3:1 SLOPE POND BERM TOP EL.=96.25 TOP EL.=96.25 TOP WEIR EL.= 96.00 WEIR EL.= 93.00 28' 8.5' TOP OF BERM EL.= 96.25 WEIR INVERT EL.= 93.00 EXISTING GROUND 3 1 3 1 1'X2' THICKENED SLAB 1'X2' THICKENED SLAB 9.75'9.75' NOTE: POND SIDE SLOPES TO BE SOLID SOD FROM N.W.E. TO POND TOP. 1/ 5 / 2 6 10 0 2 5 + 0 0 CO M M O N A R E A 92.02 91.10 91.00 90.74 91.25 90.47 90.47 LIFT STATION PAD FFE=91.00 0+00 1+00 0+ 0 0 PAD=93.75 PAD=93.75 92.51 92.5792.06 92.24 92.14 92.35 92.14 4+00 5+00 3+0 0 90.61 90.81 91.01 91.04 91.21 91.11 90.94 0+ 0 0 97.20 97.20 97.6497.64 97.57 97.57 97.46 97.19 97.02 97.02 97.36 97.36 97.00 11+00 12+00 0+ 0 0 1+ 0 0 9+00 10+00 11+00 COMMON AREA MAIL 97.02 97.02 97.16 97.27 97.53 97.3897.29 97.29 97.77 97.81 97.9197.86 97.70 97.3497.14 97.41 97.61 97.04 97.44 97.7197.31 97.39 97.79 97.9497.54 21 + 0 0 22 + 0 0 96.91 96.91 96.40 96.66 96.92 96.80 96.84 96.82 21+13 21+00 SHEETC16 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 1"=50' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T SP O T E L E V A T I O N S Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 COUNTY RD. 13/ GREEN FIELDS DR. INTERSECTION GREEN FIELDS DR./BANKHEAD BLVD. INTERSECTION BANKHEAD BLVD. KNUCKLE GREEN FIELDS DR./CALYPSO DR. INTERSECTION BANKHEAD BLVD./DAMSEL DR. INTERSECTION & CLUSTER MAILBOX BANKHEAD BLVD./GREEN FIELDS DR. INTERSECTION GREEN FIELDS DR. GREEN FIELDS DR. GREEN FIELDS DR. GREEN FIELDS DR. BANKHEAD BLVD. BA N K H E A D B L V D . CA L Y P S O D R . DA M S E L D R . BANKHEAD BL V D . BA N K H E A D B L V D . HP HP HP HP HP HP HP HP HANDICAP PARKING AREA, MAX. 2% SLOPE IN ALL DIRECTIONS 5' CONCRETE SIDEWALK TO BE FLUSH CONNECTION W/ EOP AND CLUSTER MAILBOX PAD WHEEL STOP (TYP.) SEE DETAIL 1/ 5 / 2 6 10 0 2 4 + 0 0 10 0 2 5 + 0 0 10 0 2 6 + 0 0 FM 88 89 90 91 90 91 IN V 8 9 . 9 5 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 50 51 52 53 54 55 56 57 0+ 0 0 1+ 0 0 GREEN FIELDS DR.GREEN FIELDS DR. W W SSSSSSSSSSSSSSSSSSSS SS SSSSSSSSSS 9695949291 9793 91 86 82 92 91 98 9796 95 93 94 95 96 97 93 93 92 93 94 95 96 97 98 9796959493 98 89 88 90 90 87 88 89 90 89 88 9793 95 W W W W W W W W W W W W W W W W W W W 9190 91 91 SW SW SW SW SW SW SW SW SW SW SW W S W S W S W S W S W S W W S W S W W SWS W 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 EL E V A T I O N 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 0+00 91 . 4 1 0+50 90 . 0 4 90 . 6 3 1+00 90 . 0 9 90 . 9 2 1+50 90 . 1 3 90 . 7 5 2+00 89 . 9 6 90 . 7 8 2+50 90 . 7 1 91 . 1 4 3+00 92 . 2 7 91 . 5 0 3+50 93 . 2 9 91 . 8 6 4+00 93 . 8 0 92 . 2 2 4+50 94 . 4 9 92 . 5 8 5+00 95 . 0 6 92 . 9 4 5+50 95 . 2 9 93 . 3 0 6+00 95 . 5 0 93 . 6 6 6+50 95 . 5 2 94 . 0 2 7+00 95 . 6 0 94 . 3 8 7+50 95 . 5 9 94 . 7 4 8+00 95 . 5 7 95 . 1 0 8+50 95 . 5 1 95 . 4 6 9+00 95 . 4 6 95 . 8 2 9+50 95 . 4 1 96 . 1 8 10+00 95 . 2 9 96 . 5 4 10+50 95 . 3 3 96 . 9 0 11+00 95 . 5 1 97 . 2 6 -2.00%0.76%-0.50% 0.72% ST A = 0 + 1 2 . 0 9 EL E V = 9 1 . 1 0 PVI STA: 1+77.22 PVI ELEV: 90.61 K: 40.97 LVC: 50.00 BV C S : 1 + 5 2 . 2 2 BV C E : 9 0 . 7 4 EV C S : 2 + 0 2 . 2 2 EV C E : 9 0 . 7 9 LOW PT. STA: 1+72.71 LOW PT ELEV: 90.69 PVI STA: 0+40.00 PVI ELEV: 90.55 K: 10.90 LVC: 30.00 BV C S : 0 + 2 5 . 0 0 BV C E : 9 0 . 8 5 EV C S : 0 + 5 5 . 0 0 EV C E : 9 0 . 6 6 LOW PT. STA: 0+46.75 LOW PT ELEV: 90.63 PVI STA: 1+00.00 PVI ELEV: 91.00 K: 39.79 LVC: 50.00 BV C S : 0 + 7 5 . 0 0 BV C E : 9 0 . 8 1 EV C S : 1 + 2 5 . 0 0 EV C E : 9 0 . 8 8 HIGH PT. STA: 1+05.11 HIGH PT ELEV: 90.92 358LF - 8" PVC SDR-26 @ 0.42% 337LF - 8" PVC SDR-26 @ 0.37%40LF - 8" PVC SDR-26 @ 0.47% SSMH#A13 RIM=95.07 INV IN=84.44(E) INV OUT=84.39(W)SSMH#A3 RIM=92.73 INV IN=82.89(E) INV IN=81.63(N) INV OUT=81.61(W) SSMH#A1 RIM=92.00 INV IN=80.08(S)SSMH#A2 RIM=90.93 INV IN=80.35(E) INV OUT=80.27(N) 358LF - 8" PVC SDR-26 @ 0.44% CR - 1 3 C E N T E R L I N E EXISTING GRADE PROPOSED GRADE 600 101 104 106 2000 25 50 100 50 SCALE SHEETPP1 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 AS - B U I L T PL A N & P R O F I L E S (R O A D W A Y S ) N 0 5 10 VERTICAL SCALE: 1" = 10' 250 50 100 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 50' GREENFIELDS DR. STA 00+00.00 - STA 11+00.00 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 GREENFIELDS DR. 0+00 TO 11+00 PROFILE STATION 1/ 5 / 2 6 97 96 97 96 13 14 15 16 17 18 19 20 21 22 23 24 58 59 60 61 62 63 64 65 66 0+ 0 0 1+ 0 0 20+ 0 0 21 + 0 0 22 + 0 0 GREEN FIELDS DR. CA L Y P S O DR . BA N K H E A D BL V D . W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS W W 98 99 99 98 97 97 97 97 100 100 999998 98 100 100 99 99 9998 10 0 10 0 99 98 99 10 0 98 10 0 98 97 98 98 98 W W W W W W W W W W W W W W W W SW SW SW SW SW SW SW SW SW SW S W S W S W S W S W S W S W S W S W W S W W W S S S 21+1311+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 EL E V A T I O N 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 11+00 95 . 5 1 97 . 2 6 11+50 95 . 8 2 97 . 6 1 12+00 96 . 1 1 97 . 5 2 12+50 96 . 5 0 97 . 1 8 13+00 96 . 8 9 97 . 1 7 13+50 97 . 0 2 97 . 4 9 14+00 97 . 0 2 97 . 8 2 14+50 97 . 0 3 98 . 1 4 15+00 97 . 3 7 98 . 4 6 15+50 97 . 5 0 98 . 7 9 16+00 97 . 5 4 99 . 1 1 16+50 97 . 5 4 99 . 4 1 17+00 97 . 5 5 99 . 2 7 17+50 97 . 5 4 98 . 9 7 18+00 97 . 5 0 98 . 6 8 18+50 97 . 3 8 98 . 3 9 19+00 97 . 2 4 98 . 0 9 19+50 97 . 0 8 97 . 8 0 20+00 96 . 9 8 97 . 5 1 20+50 96 . 7 7 97 . 2 1 21+00 96 . 5 1 96 . 9 2 21+50 -0.59%0.65%-0.69% ST A = 2 1 + 1 2 . 9 7 EL E V = 9 6 . 8 4 PVI STA: 12+74.85 PVI ELEV: 97.00 K: 37.37 LVC: 50.00 BV C S : 1 2 + 4 9 . 8 5 BV C E : 9 7 . 1 8 EV C S : 1 2 + 9 9 . 8 5 EV C E : 9 7 . 1 7 LOW PT. STA: 12+75.61 LOW PT ELEV: 97.09 PVI STA: 11+67.30 PVI ELEV: 97.75 K: 35.47 LVC: 50.00 BV C S : 1 1 + 4 2 . 3 0 BV C E : 9 7 . 5 7 EV C S : 1 1 + 9 2 . 3 0 EV C E : 9 7 . 5 7 HIGH PT. STA: 11+67.85 HIGH PT ELEV: 97.66 PVI STA: 16+60.00 PVI ELEV: 99.50 K: 40.47 LVC: 50.00 BV C S : 1 6 + 3 5 . 0 0 BV C E : 9 9 . 3 4 EV C S : 1 6 + 8 5 . 0 0 EV C E : 9 9 . 3 6 HIGH PT. STA: 16+61.25 HIGH PT ELEV: 99.42 322LF - 8" PVC SDR-26 @ 0.41%322LF - 8" PVC SDR-26 @ 0.33%322LF - 8" PVC SDR-26 @ 0.43% SSMH#A16 RIM=98.53 INV IN=88.78(E) INV OUT=88.75(W) SSMH#A15 RIM=98.28 INV IN=87.68(E) INV OUT=87.48(W) SSMH#A14 RIM=97.76 INV IN=86.09(E) INV IN=88.45(S) INV OUT=86.01(W)358LF - 8" PVC SDR-26 @ 0.44% 7" CLEAR, PLACE FLOWABLE FILL BETWEEN THE PIPES EXISTING GRADE PROPOSED GRADE 305 404 2000 25 50 100 50 SCALE SHEETPP2 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 AS - B U I L T PL A N & P R O F I L E S (R O A D W A Y S ) N 0 5 10 VERTICAL SCALE: 1" = 10' 250 50 100 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 50' GREENFIELDS DR. STA 11+00.00 - STA 21+12.97 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 GREENFIELDS DR. 11+00 TO 21+13 PROFILE STATION 1/ 5 / 2 6 EL E V A T I O N EL E V A T I O N STATION STATION BANKHEAD BLVD. 0+00 TO 12+00 PROFILE 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 0+00 94 . 3 3 92 . 5 1 0+50 94 . 4 1 92 . 2 7 1+00 94 . 4 4 92 . 0 2 1+50 94 . 2 3 91 . 7 7 2+00 94 . 0 8 91 . 5 2 2+50 93 . 8 9 91 . 2 7 3+00 93 . 9 3 91 . 0 3 3+50 94 . 2 0 91 . 2 3 4+00 94 . 5 7 91 . 7 4 4+50 94 . 9 5 92 . 2 4 5+00 95 . 0 1 92 . 7 5 5+50 95 . 0 2 93 . 2 6 6+00 95 . 0 3 93 . 7 6 6+50 95 . 0 4 94 . 2 7 7+00 95 . 0 5 94 . 7 8 7+50 95 . 0 8 95 . 2 9 8+00 95 . 1 1 95 . 7 9 8+50 95 . 1 5 96 . 3 0 9+00 95 . 1 9 96 . 8 1 9+50 95 . 1 0 97 . 3 2 10+00 94 . 9 7 97 . 8 1 10+50 94 . 9 8 97 . 8 2 11+00 95 . 0 7 97 . 5 5 11+50 94 . 9 7 97 . 2 7 12+00 95 . 1 3 97 . 0 0 -0.50% 1.01% -0.55%ST A = 0 + 0 0 . 0 0 EL E V = 9 2 . 5 1 ST A = 1 2 + 0 0 . 0 0 EL E V = 9 7 . 0 0 PVI STA: 3+20.00 PVI ELEV: 90.92 K: 33.08 LVC: 50.00 BV C S : 2 + 9 5 . 0 0 BV C E : 9 1 . 0 5 EV C S : 3 + 4 5 . 0 0 EV C E : 9 1 . 1 8 LOW PT. STA: 3+11.44 LOW PT ELEV: 91.01 PVI STA: 10+17.40 PVI ELEV: 98.00 K: 31.99 LVC: 50.00 BV C S : 9 + 9 2 . 4 0 BV C E : 9 7 . 7 5 EV C S : 1 0 + 4 2 . 4 0 EV C E : 9 7 . 8 6 HIGH PT. STA: 10+24.86 HIGH PT ELEV: 97.91 299LF - 8" PVC SDR-26 @ 0.41% SSMH#A4 RIM=91.09 INV IN=82.93(NE) INV OUT=82.87(S)49LF - 8" PVC SDR-26 @ 0.53% SSMH#A5 RIM=91.14 INV IN=83.24(E) INV OUT=83.19(SW) 341LF - 8" PVC SDR-26 @ 0.45% SSMH#A6 RIM=94.34 INV IN=84.83(E) INV OUT=84.78(W) 300LF - 8" PVC SDR-26 @ 0.40% SSMH#A3 RIM=92.73 INV IN=82.89(E) INV IN=81.63(N) INV OUT=81.61(W) SSMH#A7 RIM=97.73 INV IN=86.22(E) INV IN=87.48(N) INV OUT=86.16(W) EXISTING GRADE PROPOSED GRADE 341LF - 8" PVC SDR-26 @ 0.39% 202 204 95 95959495 93 97 95 96 15 " R C P IN V 9 3 . 4 1 ' IN V 9 2 . 9 1 ' 3637383940414243444546 47 48 49 50 51 52 53 54 55 56 57 58 7374757677787980 0+ 0 0 1+ 0 0 0+ 0 0 0+ 0 0 1+ 0 0 2+ 0 0 3+0 0 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+0012+00 GREEN FIELDS DR. DA M S E L DR . BANKHEAD BLVD. BA N K H E A D BL V D . 0+00 1+00 2+00 3+00 4+00 5+00 5+99 0+00 W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSS SS SS SS SS SSSSSSSSSS SSSSSSSSSS SS SS W W 95 97 97 96959492 97 97 949392 91 91 93 96 92 96 98 97 95 97 9694 98 98 98 9796 95 98 97 9898 9695 94 94 98 98 97969594 95 96 97 98 93 94 95 96 97 94 95 96 97 93 96 97 96 93 93 93 97 98 92 93 92 97 97 97 97 99 959492 96 9493 93 98 W W W W W W W W W W W W W W W W W SW SW SW SW SW SW W S W SWSWSWSWS W S W S W S W S W S W S W S W S W S W S S S SW W S W S W S W S S W W S 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 2000 25 50 100 50 SCALE SHEETPP3 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 AS - B U I L T PL A N & P R O F I L E S (R O A D W A Y S ) N 0 5 10 VERTICAL SCALE: 1" = 10' 250 50 100 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 50' BANKHEAD BLVD. STA 0+00.00 - STA 12+00.00 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 EL E V A T I O N EL E V A T I O N STATION STATION BANKHEAD BLVD. 12+00 TO 23+03 PROFILE 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 12+00 95 . 1 3 97 . 0 0 12+50 95 . 1 4 96 . 7 2 13+00 95 . 1 0 96 . 5 2 13+50 95 . 3 0 96 . 7 1 14+00 95 . 5 2 96 . 9 7 14+50 95 . 6 6 97 . 2 2 15+00 95 . 9 1 97 . 4 8 15+50 96 . 0 1 97 . 7 4 16+00 96 . 1 5 98 . 0 0 16+50 96 . 2 4 98 . 2 6 17+00 96 . 2 9 98 . 2 6 17+50 96 . 2 5 98 . 0 0 18+00 96 . 1 4 97 . 7 5 18+50 96 . 0 5 97 . 4 9 19+00 96 . 0 0 97 . 2 4 19+50 96 . 0 3 96 . 9 8 20+00 96 . 0 7 96 . 7 3 20+50 96 . 1 9 96 . 5 4 21+00 96 . 3 5 96 . 7 2 21+50 96 . 5 3 96 . 9 8 22+00 96 . 6 5 97 . 2 3 22+50 96 . 8 2 97 . 4 8 23+00 97 . 7 0 97 . 7 3 23+50 0.50%-0.51%-0.55%0.52% ST A = 1 2 + 0 0 . 0 0 EL E V = 9 7 . 0 0 ST A = 2 3 + 0 2 . 8 7 EL E V = 9 7 . 7 4 PVI STA: 13+00.00 PVI ELEV: 96.45 K: 46.89 LVC: 50.00 BV C S : 1 2 + 7 5 . 0 0 BV C E : 9 6 . 5 9 EV C S : 1 3 + 2 5 . 0 0 EV C E : 9 6 . 5 8 LOW PT. STA: 13+00.79 LOW PT ELEV: 96.52 PVI STA: 20+50.00 PVI ELEV: 96.47 K: 49.47 LVC: 50.00 BV C S : 2 0 + 2 5 . 0 0 BV C E : 9 6 . 6 0 EV C S : 2 0 + 7 5 . 0 0 EV C E : 9 6 . 6 0 LOW PT. STA: 20+50.22 LOW PT ELEV: 96.54 PVI STA: 16+75.00 PVI ELEV: 98.39 K: 48.72 LVC: 50.00 BV C S : 1 6 + 5 0 . 0 0 BV C E : 9 8 . 2 6 EV C S : 1 7 + 0 0 . 0 0 EV C E : 9 8 . 2 6 HIGH PT. STA: 16+75.16 HIGH PT ELEV: 98.32 275LF - 8" PVC SDR-26 @ 0.69% SSMH#A9 RIM=97.89 INV IN=91.01(E) INV OUT=90.96(W) 124LF - 8" PVC SDR-26 @ 0.39% SSMH#A10 RIM=98.13 INV IN=91.63(SE) INV OUT=91.49(W) 126LF - 8" PVC SDR-26 @ 0.36% SSMH#A11 RIM=97.57 INV IN=92.12(SE) INV OUT=92.08(NW) 139LF - 8" PVC SDR-26 @ 0.39%SSMH#A12 RIM=96.84 INV OUT=92.66(NW) 81LF - 8" PVC SDR-26 @ 0.46% SSMH#A17 RIM=96.87 INV IN=90.14(S) INV OUT=90.10(W) SSMH#A18 RIM=97.18 INV OUT=90.51(N) 301 402 SSMH#A8 RIM=96.54 INV IN=89.07(E) INV OUT=87.42(W) 300LF - 8" PVC SDR-26 @ 0.40% 8" CLEAR, PLACE FLOWABLE FILL BETWEEN THE PIPES EXISTING GRADE PROPOSED GRADE CON C DRIV E G GG G G 93 92 93 94 95 98 94 97 97 96 95 94 20 21 22 23 24 25 26 27 28 2930 31 32 33 34 35 60 61 62 63 64 65 66 67 68 69 70 71 72 11+ 0 0 12+ 0 0 23+03 12+ 0 0 13+ 0 0 14+ 0 0 15+ 0 0 16+0 0 17+00 18+00 19+00 20+00 21+00 22+0 0 23+ 0 0 GRE E N FIEL D S D R . BAN K H E A D BLV D . BAN K H E A D BLV D . 9+05 6+0 0 7+0 0 8+0 0 9+00 2+0 0 3+0 0 4+0 0 5+0 0 6+0 0 7+0 0 7+3 0 W W W W WW W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS 96 92.5 0 97 97 98 98 99 99 98 97 97 97 89 97 97 96 97 9696 96 92.50 98 98 98 99 100 100 99 98 100 99 99 98 98 98 99 99 99 100 98 98 98 100 99 98 98 98 99 99 98 97 99 100 100 99 9999 98 97 98 97 98 98 97 98 94 95 96 89929396 9292.50 92 89 98 W W W W W W W W SW S W SW S W S W S SW SW SW SW SW WS W WW SW WS WS WS WS W S SW S W S W S S W S WW W W S SW W W WS W SS 21+13 16+ 0 0 17+ 0 0 18+ 0 0 19+ 0 0 20+ 0 0 21+ 0 0 2000 25 50 100 50 SCALE SHEETPP4 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 AS - B U I L T PL A N & P R O F I L E S (R O A D W A Y S ) N 0 5 10 VERTICAL SCALE: 1" = 10' 250 50 100 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 50' BANKHEAD BLVD. STA 12+00.00 - STA 23+02.87 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 13 14 1+670+00 1+00 CALYPSO DR. 10+65 0+ 0 0 SS SS SSSS W W 97 98 98 97 98 98 W W S 11 + 0 0 12 + 0 0 EL E V A T I O N EL E V A T I O N STATION STATION CALYPSO DR. PROFILE 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 0+00 95 . 9 3 97 . 6 6 0+50 96 . 0 4 97 . 2 2 1+00 96 . 2 1 96 . 7 8 1+50 96 . 2 1 96 . 3 5 2+00 -0.87% ST A = 0 + 0 0 . 0 0 EL E V = 9 7 . 6 6 ST A = 1 + 6 7 . 2 4 EL E V = 9 6 . 1 9 169LF - 8" PVC SDR-26 @ 0.51% SSMH#A19 RIM=96.16 INV OUT=89.32(N) 308 PROPOSED GRADE EXISTING GRADE 95 95 37 38 1+68 0+00 1+0010 + 0 0 11 + 0 0 DAMSEL DR. 8+ 0 0 8+ 5 6 W W SS SS SSSS W W W 98 9697 9898 9999 W S EL E V A T I O N EL E V A T I O N STATION STATION DAMSEL DR. PROFILE 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 0+00 94 . 9 0 97 . 9 0 0+50 94 . 9 9 97 . 2 2 1+00 95 . 2 1 96 . 5 3 1+50 95 . 5 1 95 . 8 5 2+00 -1.37% ST A = 0 + 0 0 . 0 0 EL E V = 9 7 . 9 0 ST A = 1 + 6 7 . 6 5 EL E V = 9 5 . 6 1 SSMH#A20 RIM=95.62 INV OUT=89.08(S) 159LF - 8" PVC SDR-26 @ 1.00% SSMH#A7 RIM=97.73 INV IN=86.22(E) INV IN=87.48(N) INV OUT=86.16(W) 502 EXISTING GRADE PROPOSED GRADE 2000 25 50 100 50 SCALE SHEETPP5 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 AS - B U I L T PL A N & P R O F I L E S (R O A D W A Y S ) N 0 5 10 VERTICAL SCALE: 1" = 10' 250 50 100 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 50' CALYPSO DR. STA 00+00.00 - STA 1+67.24 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 0 5 10 VERTICAL SCALE: 1" = 10' 250 50 100 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 50' 2000 25 50 100 50 SCALE N DAMSEL DR. STA 00+00.00 - STA 1+67.65 1/ 5 / 2 6 92 93 94 95 96 96 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1+67 1+ 0 0 CA L Y P S O DR . 10+65 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 0+00 LOT 1 PAD=92.25 LOT 2 PAD=92.25 LOT 3 PAD=93.50 LOT 4 PAD=94.50 LOT 5 PAD=95.50 LOT 6 PAD=95.75 LOT 7 PAD=96.00 LOT 8 PAD=96.25 LOT 9 PAD=96.50 LOT 10 PAD=97.00 LOT 11 PAD=97.50 LOT 12 PAD=98.00 LOT 13 PAD=98.50 LOT 14 PAD=98.50 310 309 308 A7 C12 C10 C9 C11 96 96 9594939291 97 98 97 9796959493 98 98 92 INSTALL GRASS LINED DITCH A, SEE DETAIL 15' DRAINAGE EASEMENT EL E V A T I O N EL E V A T I O N STATION STATION DITCH A PROFILE 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 0+00 91 . 9 9 91 . 9 9 0+50 91 . 8 4 91 . 3 3 1+00 91 . 8 5 90 . 7 5 1+50 91 . 9 6 91 . 0 0 2+00 92 . 7 9 91 . 4 6 2+50 93 . 4 9 91 . 9 8 3+00 94 . 2 5 92 . 5 0 3+50 94 . 8 6 93 . 0 2 4+00 95 . 1 2 93 . 4 1 4+50 95 . 3 4 93 . 6 6 5+00 95 . 5 8 93 . 9 1 5+50 95 . 7 8 94 . 1 6 6+00 96 . 0 0 94 . 4 1 6+50 96 . 0 0 94 . 6 6 7+00 96 . 0 0 94 . 9 1 7+50 96 . 0 0 95 . 1 6 8+00 96 . 0 0 95 . 4 1 8+50 95 . 9 9 95 . 6 6 9+00 96 . 0 0 95 . 9 1 9+50 96 . 0 1 95 . 8 0 10+00 96 . 0 2 95 . 5 5 10+50 96 . 0 2 95 . 3 0 11+00 -1.33%0.50%1.04% 10.80% 0.50%-0.50%ST A = 0 + 0 0 . 0 0 EL E V = 9 1 . 9 9 ST A = 1 + 6 0 . 0 0 EL E V = 9 1 . 0 5 ST A = 3 + 7 5 . 0 0 EL E V = 9 3 . 2 8 ST A = 1 0 + 6 5 . 0 0 EL E V = 9 6 . 0 8 ST A = 9 + 1 5 . 0 0 EL E V = 9 5 . 9 8 C11 309 A7 EXISTING GRADE PROPOSED GRADE SHEETPP6 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 AS - B U I L T PL A N & P R O F I L E S (D I T C H E S ) 0 5 10 VERTICAL SCALE: 1" = 10' 250 50 100 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 50' DITCH A STA 00+00.00 - STA 10+65.00 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 2000 25 50 100 50 SCALE N 1/ 5 / 2 6 51 52 53 54 55 56 57 74757677787980 1+ 0 0 2+ 0 0 BA N K H E A D BL V D . 0+00 1+00 2+00 3+00 4+00 5+00 5+99 LOT 51 PAD=93.75 LOT 52 PAD=95.25 LOT 53 PAD=95.75 LOT 54 PAD=96.50 LOT 55 PAD=97.00 LOT 56 PAD=97.50 LOT 57 PAD=98.00 LOT 77 PAD=95.50 LOT 78 PAD=94.75 LOT 79 PAD=94.25 LOT 76 PAD=96.50 LOT 75 PAD=97.25 LOT 74 PAD=98.00 LOT 80 PAD=93.75 206 B7 B8 92 98 97969594 95 96 97 98 93 94 95 96 97 94 95 96 97 96 97 96 97 97 959492 96 9493 93 INSTALL GRASS LINED DITCH B, SEE DETAIL 20' DRAINAGE EASEMENT EL E V A T I O N EL E V A T I O N STATION STATION DITCH B PROFILE 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 0+00 94 . 5 0 92 . 1 5 0+50 94 . 9 3 91 . 5 1 1+00 95 . 0 8 91 . 8 3 1+50 95 . 1 5 92 . 1 5 2+00 95 . 1 3 92 . 4 6 2+50 95 . 1 1 92 . 7 8 3+00 95 . 0 9 93 . 1 0 3+50 95 . 0 7 93 . 4 2 4+00 95 . 0 6 93 . 7 3 4+50 95 . 0 4 94 . 0 5 5+00 95 . 0 2 94 . 3 7 5+50 95 . 0 1 94 . 6 8 6+00 -12.0 3 % 0.63% ST A = 0 + 0 0 . 0 0 EL E V = 9 2 . 1 5 ST A = 5 + 9 9 . 3 2 EL E V = 9 4 . 9 9 206 B8 EXISTING GRADE PROPOSED GRADE SHEETPP7 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 AS - B U I L T PL A N & P R O F I L E S (D I T C H E S ) 0 5 10 VERTICAL SCALE: 1" = 10' 250 50 100 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 50' DITCH B STA 00+00.00 - STA 5+99.32 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 2000 25 50 100 50 SCALE N 1/ 5 / 2 6 92 383940414243444546 1+68 1+ 0 0 DA M S E L DR . 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+56 LOT 38 PAD=98.75 LOT 39 PAD=98.00 LOT 40 PAD=97.25 LOT 41 PAD=96.50 LOT 42 PAD=95.50 LOT 43 PAD=95.25 LOT 44 PAD=94.75 LOT 45 PAD=94.25 LOT 46 PAD=93.50 201 200 502 B2 E4 E3 96 9594939291 9894939796 92 95 INSTALL GRASS LINED DITCH C, SEE DETAIL 15' DRAINAGE 15' DRAINAGE EASEMENT EL E V A T I O N EL E V A T I O N STATION STATION DITCH C PROFILE 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 0+00 90 . 9 1 90 . 9 1 0+50 91 . 5 5 90 . 3 4 1+00 92 . 2 6 90 . 8 4 1+50 92 . 9 1 91 . 3 4 2+00 93 . 4 5 91 . 8 4 2+50 93 . 9 6 92 . 3 5 3+00 94 . 3 3 92 . 8 5 3+50 94 . 7 0 93 . 1 0 4+00 95 . 0 2 93 . 3 5 4+50 95 . 1 9 93 . 6 0 5+00 95 . 3 5 93 . 8 5 5+50 95 . 5 1 94 . 1 0 6+00 95 . 6 2 94 . 3 5 6+50 95 . 7 2 94 . 6 0 7+00 95 . 8 1 94 . 8 6 7+50 95 . 8 6 95 . 1 1 8+00 95 . 7 3 95 . 3 6 8+50 95 . 6 5 95 . 6 1 9+00 -13.3 3 % 1.00% 0.50% ST A = 0 + 0 0 . 0 0 EL E V = 9 0 . 9 1 ST A = 3 + 0 0 . 0 0 EL E V = 9 2 . 8 5 ST A = 8 + 5 6 . 1 8 EL E V = 9 5 . 6 4 200 B2 EXISTING GRADE PROPOSED GRADE SHEETPP8 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 AS - B U I L T PL A N & P R O F I L E S (D I T C H E S ) 0 5 10 VERTICAL SCALE: 1" = 10' 250 50 100 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 50' DITCH C STA 00+00.00 - STA 8+56.18 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 2000 25 50 100 50 SCALE N 1/ 5 / 2 6 G G 97 98 98 14 15 16 17 18 19 20 21 22 23 24 1+67 1+ 0 0 23+03 23 + 0 0 CA L Y P S O DR . BA N K H E A D BL V D . 10+65 9+05 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 LOT 15 PAD=98.50 LOT 16 PAD=99.25 LOT 17 PAD=99.75 LOT 18 PAD=100.25 LOT 19 PAD=100.75 LOT 20 PAD=100.50 LOT 21 PAD=100.00 LOT 22 PAD=99.50 LOT 23 PAD=99.25 LOT 24 PAD=98.75 LOT 14 PAD=98.50 W 406 310 309 308 D8 C12 C10 C9 C11 97 969796 9999 99 98 98 9998 10 0 10 0 99 98 100 INSTALL GRASS LINED DITCH D, SEE DETAIL 15' DRAINAGE EASEMENT EL E V A T I O N EL E V A T I O N STATION STATION DITCH D PROFILE 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 0+00 96 . 3 2 96 . 3 2 0+50 96 . 5 4 95 . 5 5 1+00 96 . 7 8 95 . 8 2 1+50 96 . 9 8 96 . 0 8 2+00 97 . 1 6 96 . 3 5 2+50 97 . 5 1 96 . 6 2 3+00 97 . 7 8 96 . 8 8 3+50 97 . 9 1 97 . 1 5 4+00 97 . 9 7 97 . 4 2 4+50 97 . 9 5 97 . 6 8 5+00 97 . 9 7 97 . 9 5 5+50 97 . 9 8 97 . 6 7 6+00 97 . 9 7 97 . 3 9 6+50 97 . 9 6 97 . 1 1 7+00 97 . 9 6 96 . 8 4 7+50 97 . 9 5 96 . 5 6 8+00 97 . 8 7 96 . 2 8 8+50 97 . 4 9 96 . 0 0 9+00 97 . 3 1 96 . 1 5 9+50 -13.3 3 % 20.5 3 % 0.53%-0.56% ST A = 0 + 0 0 . 0 0 EL E V = 9 6 . 3 2 ST A = 9 + 0 5 . 4 8 EL E V = 9 7 . 2 7 ST A = 5 + 0 0 . 0 0 EL E V = 9 7 . 9 5 D8 406C12 310 EXISTING GRADE PROPOSED GRADE SHEETPP9 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 AS - B U I L T PL A N & P R O F I L E S (D I T C H E S ) 0 5 10 VERTICAL SCALE: 1" = 10' 250 50 100 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 50' DITCH D STA 00+00.00 - STA 9+05.48 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 2000 25 50 100 50 SCALE N 1/ 5 / 2 6 97 96 19+ 0 0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+30 LOT 58 PAD=98.75 LOT 59 PAD=99.25 LOT 60 PAD=99.75 LOT 61 PAD=100.25 LOT 62 PAD=100.75 LOT 63 PAD=100.50 LOT 64 PAD=100.00 LOT 65 PAD=99.75 LOT 66 PAD=99.25 LOT 73 PAD=98.50 LOT 72 PAD=98.00 LOT 71 PAD=98.00 LOT 70 PAD=98.50 LOT 69 PAD=98.75 LOT 68 PAD=99.25 LOT 67 PAD=99.50 407304 D4 D9 C5 9796979796 98 98 99 98 9898999999 100 97 98 99 10 0 98 10 0 99 97 INSTALL GRASS LINED DITCH E, SEE DETAIL 15' DRAINAGE EASEMENT EL E V A T I O N EL E V A T I O N STATION STATION DITCH E PROFILE 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 120 122 124 126 128 130 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 0+00 95 . 9 4 95 . 9 4 0+50 96 . 4 8 95 . 5 2 1+00 96 . 6 7 95 . 7 8 1+50 96 . 7 1 96 . 0 4 2+00 96 . 8 8 96 . 3 0 2+50 97 . 0 0 96 . 5 5 3+00 97 . 0 4 96 . 8 1 3+50 97 . 0 9 97 . 0 7 4+00 97 . 1 0 97 . 0 7 4+50 97 . 0 9 96 . 8 1 5+00 97 . 0 7 96 . 5 6 5+50 97 . 0 3 96 . 3 0 6+00 96 . 9 2 96 . 0 4 6+50 96 . 6 7 95 . 7 9 7+00 96 . 3 9 95 . 5 3 7+50 -8.53%10.83%0.52%-0.51% ST A = 0 + 0 0 . 0 0 EL E V = 9 5 . 9 4 ST A = 7 + 3 0 . 0 0 EL E V = 9 6 . 2 3 ST A = 3 + 7 5 . 0 0 EL E V = 9 7 . 2 0 407 D9 C5 EXISTING GRADE PROPOSED GRADE SHEETPP10 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 AS - B U I L T PL A N & P R O F I L E S (D I T C H E S ) 0 5 10 VERTICAL SCALE: 1" = 10' 250 50 100 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 50' DITCH E STA 00+00.00 - STA 7+30.00 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 2000 25 50 100 50 SCALE N 1/ 5 / 2 6 EL E V A T I O N EL E V A T I O N STATION STATION STORM LINE A3-A7 PROFILE 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 -0+50 0+00 0+50 1+00 1+50 2+00 -0+50 0+00 0+50 1+00 1+50 2+00 EL E V A T I O N EL E V A T I O N STATION STATION STORM LINE B1-B6 PROFILE 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 EL E V A T I O N EL E V A T I O N STATION STATION STORM LINE B4-B8 PROFILE 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 -0+50 0+00 0+50 1+00 1+50 2+00 -0+50 0+00 0+50 1+00 1+50 2+00 EL E V A T I O N EL E V A T I O N STATION STATION STORM LINE A1-A6 PROFILE 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 EL E V A T I O N EL E V A T I O N STATION STATION STORM LINE A4-A8 PROFILE 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 -0+50 0+00 0+50 1+00 -0+50 0+00 0+50 1+00 A6 - S W C B TH R O A T = 9 3 . 9 8 IN V O U T = 9 1 . 4 3 ( S ) 28LF - 18" RCP @ 1.11% A5-SWCB THROAT=93.98 INV IN=91.12(N) INV OUT=90.65(W) 242LF - 24" RCP @ 0.88% A4 - S W C B TH R O A T = 9 2 . 2 3 IN V I N = 8 8 . 5 1 ( E ) IN V I N = 8 9 . 1 6 ( N ) IN V O U T = 8 8 . 3 4 ( W ) 316LF - 30" RCP @ 0.74% A3-DWCB THROAT=90.08 INV IN=86.01(E) INV IN=85.99(S) INV OUT=85.96(N) 28LF - 30" RCP @ 0.81% A2 - D W C B TH R O A T = 9 0 . 0 8 IN V I N = 8 5 . 7 3 ( S ) IN V O U T = 8 1 . 6 6 ( N ) 53LF - 36" RCP @ 0.25% A1 - M E S IN V O U T = 8 1 . 5 3 ( S ) A7 - W I TH R O A T = 9 0 . 6 0 IN V O U T = 8 7 . 5 4 ( N ) A3 - D W C B TH R O A T = 9 0 . 0 8 IN V I N = 8 6 . 0 1 ( E ) IN V I N = 8 5 . 9 9 ( S ) IN V O U T = 8 5 . 9 6 ( N ) 146LF - 24" RCP @ 1.06% A4 - S W C B TH R O A T = 9 2 . 2 3 IN V I N = 8 8 . 5 1 ( E ) IN V I N = 8 9 . 1 6 ( N ) IN V O U T = 8 8 . 3 4 ( W ) A8-SWCB THROAT=92.23 INV OUT=89.70(S) 28LF - 18" RCP @ 1.93% B2 - W I TH R O A T = 8 9 . 8 0 IN V I N = 8 3 . 7 5 ( S E ) IN V O U T = 8 2 . 9 8 ( S W ) 28LF - 24" RCP @ 0.93% 93LF - 30" RCP @ 0.32%66LF - 30" RCP @ 0.32%206LF - 36" RCP @ 1.00% 66LF - 42" RCP @ 2.09% B4 - D W C B TH R O A T = 9 0 . 4 0 IN V I N = 8 6 . 8 2 ( E ) IN V I N = 8 7 . 3 3 ( S ) IN V O U T = 8 6 . 7 3 ( N W ) B1 - M E S IN V O U T = 8 1 . 5 9 ( N E ) B3 - D W C B TH R O A T = 9 0 . 2 0 IN V I N = 8 6 . 5 2 ( S E ) IN V O U T = 8 5 . 8 2 ( N W ) B5 - S W C B TH R O A T = 9 1 . 3 2 IN V I N = 8 7 . 7 1 ( N ) IN V O U T = 8 7 . 1 2 ( W ) B6-SWCB THROAT=91.32 INV OUT=87.97(S) 66LF - 18" RCP @ 1.07% 69LF - 18" RCP @ 0.45% B7 - J B RI M = 9 1 . 3 9 IN V I N = 8 8 . 1 0 ( S ) IN V O U T = 8 8 . 0 3 ( N ) B4 - D W C B TH R O A T = 9 0 . 4 0 IN V I N = 8 6 . 8 2 ( E ) IN V I N = 8 7 . 3 3 ( S ) IN V O U T = 8 6 . 7 3 ( N W ) B8 - W I TH R O A T = 9 1 . 1 4 IN V O U T = 8 8 . 4 1 ( N ) POND BOTTOM POND BOTTOM EL E V A T I O N EL E V A T I O N STATION STATION STORM LINE G1-G2 PROFILE 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 -0+50 0+00 0+50 1+00 1+50 -0+50 0+00 0+50 1+00 1+50 72LF - 23" X 36" RCAP @ 0.69% G1 - M E S IN V = 8 4 . 8 6 G2 - M E S IN V = 8 5 . 3 8 (DOUBLE BARREL) PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADEEXISTING GRADE EXISTING GRADE SHEETPP11 202111019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 AS - B U I L T ST O R M S E W E R P R O F I L E S 0 2.5 5 VERTICAL SCALE: 1" = 5' 250 50 100 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 50' Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 EL E V A T I O N EL E V A T I O N STATION STATION STORM LINE D4-D9 PROFILE 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 -0+50 0+00 0+50 1+00 1+50 2+00 -0+50 0+00 0+50 1+00 1+50 2+00 EL E V A T I O N EL E V A T I O N STATION STATION STORM LINE C1-C11 PROFILE 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 EL E V A T I O N EL E V A T I O N STATION STATION STORM LINE C9-C12 PROFILE 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 -0+50 0+00 0+50 1+00 -0+50 0+00 0+50 1+00 EL E V A T I O N EL E V A T I O N STATION STATION STORM LINE D1-D8 PROFILE 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 EL E V A T I O N EL E V A T I O N STATION STATION STORM LINE E1-E4 PROFILE 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 70 72 74 76 78 80 82 84 86 88 90 92 94 96 98 100 102 104 106 108 110 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 C1 1 - W I TH R O A T = 9 5 . 3 4 IN V O U T = 9 1 . 5 0 ( E ) 19LF - 18" RCP @ 0.38% C10-SWCB THROAT=95.66 INV IN=91.43(W) INV OUT=91.43(E) 28LF - 24" RCP @ 0.21% C9-SWCB THROAT=95.66 INV IN=91.21(E) INV IN=91.37(W) INV OUT=91.20(N) 131LF - 30" RCP @ 0.21% C8 - J B RI M = 9 7 . 7 7 IN V I N = 9 0 . 9 3 ( S ) IN V O U T = 9 0 . 9 0 ( E ) 83LF - 30" RCP @ 0.25% C7 - D W C B TH R O A T = 9 6 . 4 8 IN V I N = 9 0 . 6 9 ( W ) IN V O U T = 9 0 . 6 5 ( N ) 28LF - 30" RCP @ 0.63% C6-DWCB THROAT=96.48 INV IN=90.47(S) INV OUT=90.47(N) 153LF - 36" RCP @ 0.20% C5 - W I TH R O A T = 9 5 . 2 1 IN V I N = 9 0 . 1 7 ( S ) IN V O U T = 9 0 . 1 7 ( N ) 151LF - 42" RCP @ 0.30% C4 - J B RI M = 9 7 . 4 4 IN V I N = 8 9 . 7 2 ( S ) IN V O U T = 8 9 . 7 2 ( E ) 168LF - 42" RCP @ 0.17% C3-DWCB THROAT=95.93 INV IN=89.43(W) INV OUT=89.43(N) 28LF - 42" RCP @ 0.46% C2 - D W C B TH R O A T = 9 5 . 9 3 IN V I N = 8 9 . 3 0 ( S ) IN V O U T = 8 9 . 3 0 ( N ) 50LF - 42" RCP @ 0.38% C1 - M E S IN V O U T = 8 9 . 1 1 ( S ) C12-WI THROAT=95.12 INV OUT=91.26(W) 19LF - 24" RCP @ 0.27% C9 - S W C B TH R O A T = 9 5 . 6 6 IN V I N = 9 1 . 2 1 ( E ) IN V I N = 9 1 . 3 7 ( W ) IN V O U T = 9 1 . 2 0 ( N ) D8 - W I TH R O A T = 9 5 . 6 3 IN V O U T = 9 2 . 5 4 ( N ) 118LF - 24" RCP @ 0.37% D7 - S W C B TH R O A T = 9 6 . 4 4 IN V I N = 9 2 . 1 0 ( S ) IN V O U T = 9 2 . 1 0 ( N W ) 38LF - 24" RCP @ 0.49% D6 - S W C B TH R O A T = 9 6 . 4 1 IN V I N = 9 1 . 9 1 ( S E ) IN V O U T = 9 1 . 6 0 ( N W ) 39LF - 30" RCP @ 0.98% D5 - S W C B TH R O A T = 9 6 . 5 6 IN V I N = 9 1 . 2 2 ( S E ) IN V O U T = 9 0 . 8 0 ( N ) 61LF - 36" RCP @ 0.38% D4 - D W C B TH R O A T = 9 5 . 9 3 IN V I N = 9 0 . 5 7 ( S ) IN V I N = 9 0 . 6 1 ( N W ) IN V O U T = 9 0 . 2 2 ( N E ) 28LF - 42" RCP @ 0.70% D3-DWCB THROAT=95.93 INV IN=90.02(SW) INV OUT=90.02(E) 158LF - 42" RCP @ 0.56% D2 - J B TH R O A T = 9 6 . 7 4 IN V I N = 8 9 . 1 4 ( W ) IN V O U T = 8 9 . 1 4 ( S E ) 45LF - 48" RCP @ 0.31% D1 - M E S IN V O U T = 8 9 . 0 0 ( N W ) D9 - W I TH R O A T = 9 5 . 9 2 IN V O U T = 9 1 . 9 4 ( S E ) D4 - D W C B TH R O A T = 9 5 . 9 3 IN V I N = 9 0 . 5 7 ( S ) IN V I N = 9 0 . 6 1 ( N W ) IN V O U T = 9 0 . 2 2 ( N E ) 128LF - 24" RCP @ 1.04% E4 - S W C B TH R O A T = 9 5 . 1 2 IN V O U T = 9 2 . 2 9 ( E ) 28LF - 18" RCP @ 0.28% E3-SWCB THROAT=95.09 INV IN=92.21(W) INV OUT=91.93(E) 189LF - 18" RCP @ 0.44% E2 - J B RI M = 9 5 . 0 6 IN V I N = 9 1 . 1 0 ( W ) IN V O U T = 8 9 . 3 0 ( S E ) 54LF - 18" RCP @ 0.68% E1 - M E S IN V O U T = 8 8 . 9 3 ( N W ) POND BOTTOM POND BOTTOM POND BOTTOM EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE SHEETPP12 202111019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 AS - B U I L T ST O R M S E W E R P R O F I L E S 0 2.5 5 VERTICAL SCALE: 1" = 5' 250 50 100 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 50' Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 NOTE: CONSTRUCTION JOINTS ARE REQUIRED BETWEEN ALL POURS SEPARATED BY MORE THAN 30 MINUTES TIME. PLACE LONGITUDINAL CONSTRUCTION JOINT AT CENTERLINE OF ROADWAYS WHEN PAVEMENT IS WIDER THAN 12'. TEN FEET (10') SPACING BETWEEN CONTRACTION JOINTS OR AS SHOWN ON PLANS. FILL JOINTS TO WITHIN 1/8" OF SURFACE WITH JOINT SEALER. 1. 2. 3. 4. t t/4 1/4" BROOM FINISH (TYP.) 1. 2 5 t 5' THICKEN EDGE WHERE- EVER EDGE IS SUBJECT 3/8" PREMOLDED EXPANSION JOINT FILLER ADJACENT TO ALL STRUCTURES OR OTHER CONCRETE. t SAWN CONTRACTION JOINT ISOLATION JOINT TO WHEEL LOADS. JOINTING AT STRUCTURES STRUCTURE OR CASTING 5.WHEN A JOINT FALLS WITHIN 5' OF A MANHOLE, LIGHT POLE BASE, OR OTHER STRUCTURE, SHORTEN ONE OR MORE PANELS ON EITHER SIDE OF STRUCTURE TO ALLOW CONTROL JOINTS TO FALL AT STRUCTURE. LONGITUDINAL JOINT TRANSVERSE JOINT ISOLATION JOINT SEE NOTE 5. AND SEAL DOWELED JOINT 1/4"1" t SAWCUT TIED LONGITUDINAL JOINT TIE BAR #5 X 36"@ 24" O.C. t/ 2 t/ 2 ONE SIDE @ 12" O.C. 14" LENGTH, LIGHTLY GREASE SMOOTH DOWEL, 3/4" DIA., SCALE: NTS CONCRETE PAVEMENT JOINTS DETAILS 6.CONCRETE PAVEMENTS SHALL BE CONSTRUCTED, JOINTED, REINFORCED, AND FINISHED TO MEET ACI GUIDELINES. 1/4"1" AND SEALSAWCUT 1ST POUR2ND CONSTRUCTION JOINT SEALANTRESERVOIRAND SEAL POUR HALF ROUND KEY JOINT .2t AND SEALSAWCUT R Know what's below. before you dig.Call SHEETD1 DRAWN: DATE: SCALE: JOB No.: N.T.S. SE A L AF F I X RE V I S I O N DA T E AS - B U I L T CO N S T R U C T I O N D E T A I L S (S I T E & P A V E M E N T D E T A I L S ) TYPICAL SIDEWALK DETAIL ALL SIDEWALKS SHALL BE 4" THICK CONTRACTION JOINTS SHALL BE SPACED AT 5'-0" FOR SIDEWALKS 5' WIDE AND FOR SIDEWALKS 5' TO 8' WIDE, SPACING OF CONTRACTION JOINTS SHALL BE EQUAL FOR SIDEWALKS OVER 8' WIDE, SPACE CONTRACTION JOINTS AS SHOWN ON DRAWINGS CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/8" RADIUS. PROVIDE 1/4" EXPANSION MATERIAL WHERE SIDEWALK ABUTS CONCRETE A LAYER OF #15 FELT IS REQUIRED BETWEEN WALK AND ADJACENT 20' MAX. SPACING BETWEEN EXP. JOINTS CONTRACTION JOINTS LESS. TO WIDTH. STRUCTURE, EVERY 20 FEET AND ALL PC & PT. PARALLELING CONCRETE CURB. 8. 7. 6. 5. 4. 3. SCALE: NTS NOTES: CU R B O R P A V E M E N T 1. 2. 1/4" EXP. JOINT BUILDING PAD 12" SEE NOTE #6 3'-0" 4" 1/4" EXP. JOINT 1/2" EXP. JOINT CONCRETE. FOR SIDEWALKS 10' OR GREATER OR WHEN SIDEWALKS ABUT PARKING WHERE THERE IS NOT A CURB, THICKEN WALK TO 12" IN 3'. 6.83"6"7" 2' R1 8 " 14"10" NOTE: ALL HANDICAPPED RAMPS SHOULD COMPLY WITH ADA REGULATIONS MODIFIED CURB RAMP SCALE: NTS 3000 PSI CONCRETE TYPICAL ROADWAY SECTION SCALE: NTS 50' RIGHT OF WAY 12" 24" 1 3 25'-0" RI G H T O F W A Y 10'-0" 12" 24" CENTER LINE & PROFILE GRADE LINE 1 3 10'-0"VALLEY GUTTER24" 25'-0" RI G H T O F W A Y CENTI- PEDE SOD 24" 8' SHOULDER5'-0" SIDEWALK @ 4% SLOPEMAX. 2% SLOPE SEED, FERTILIZE & MULCH CENTI- PEDE SOD 24" SEED, FERTILIZE & MULCH 8' SHOULDER 5'-0" SIDEWALK @ 4% SLOPE MAX. 2% SLOPE SEED, FERTILIZE & MULCH EXISTING GROUND EXISTING GROUND VALLEY GUTTER 24" SEED, FERTILIZE & MULCH 2% SLOPE 2% SLOPE 7 6 7 8 4 3 2 7 6 7 8 9 ALL SIDEWALKS SHALL BE INSTALLED BY THE DEVELOPER DURING SUBDIVISION CONSTRUCTION. 9. 10.SEE PLAN FOR LOCATION OF SIDEWALK & HANDICAP RAMPS. 11.ALL HANDICAP ACCESS AREAS AND SIDEWALK AREAS SHALL COMPLY WITH ADA REGULATIONS. 12.TRUNCATED DOMES ON RAMPS ARE REQUIRED. 13. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 1 SIDEWALK TO HAVE MAX. CROSS SLOPE=2%, RUNNING SLOPE=5%. 14.CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 5' *RAMP SLOPES SHALL MEET ADA REQUIREMENTS 2' R 2'R 12" 2'-0 " 5' 2' 9' MINIMUM 12 " PER ADA- TRUNCATED DOME SURFACE DOME SURFACE AREA COLORATION TO BE FEREAL COLOR #20109 12" PERFORMED EXPANSION JOINT MATERIAL 2'R 12:1 MAX SLOPE 1' 1'-6"2'-0" TRUNCATED DOME SURFACE PER ADA5" @ R A M P 12 " @ O U T E R E D G E S 1'-0" 8" 5" THICK CONC. PAVING GUTTER VALLEY GUTTER 4" THICK CONCRETE SIDEWALK TYPICAL HANDICAP RAMP SCALE: NTS PLAN VIEW NTS A A ISOMETRIC VIEW NTS 12:1 MAX SECTION "A-A" NTS *2% MAX CROSS SLOPE, 8.3% MAX RUNNING SLOPE 3000 PSI CONCRETE ADDITIONAL CURB INFORMATION 1. PROVIDE #6 X 18" LONG, SMOOTH DOWELS AT ALL EXPANSION JOINTS. 2. 3/4" EXPANSION JOINTS WITH BITUMINOUS SEALANT AT 30 FEET INTERVALS AND AT ALL RADII AND AT DRAINAGE STRUCTURES. 3. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. 4. LIGHT BROOM FINISH ON ALL SURFACES, ALL RADII TO BE TRUE ARCS. 5. PROVIDE (2) #4 BARS, 10' LONG, CENTERED OVER ALL TRENCH CROSSINGS. 6. PROVIDE (2) #6 X 2.5' LONG BARS TO CONNECT EXISTING AND NEW CURBS. TYPE 'N' CURB DETAIL SCALE: NTS 2" 8" 6" 2" PAVEMENT 6" R2" 1. 424-A SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER, 1/2" MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B (165 LB/SY) 2. 401-A BITUMINOUS TREATMENT, TYPE 'A' (0.25 GAL/SY) (IF MOISTURE CONTENT REQUIRES PRIOR TO PAVING) 3. 301-A COMPACTED GRANULAR SOIL BASE COURSE (SAND/CLAY) TYPE "A", MINIMUM 4" COMPACTED THICKNESS 4. 301-A COMPACTED GRANULAR SOIL BASE COURSE (SAND/CLAY) TYPE "A", MINIMUM 4" COMPACTED THICKNESS 5. 24" THICK GRANULAR SAND SUB-BASE MATERIAL COMPACTED TO 100% OF THE STANDARD PROCTOR (AASHTO T-99) (SEE GEOTECHNICAL REPORT) 6. STRIP EXISTING TOPSOIL, THICKNESS VARIES (SEE GEOTECHNICAL REPORT) 7. TOPSOIL FROM STOCKPILE, 4" MIN. THICKNESS 8. 6" PERFORATED UNDERDRAIN PIPE W/ SOCK (AS DIRECTED BY GEOTECHNICAL ENGINEER) SEE DETAIL. 9. UNDERCUT REQUIRED (AS DIRECTED BY GEOTECHNICAL ENGINEER) *CONTRACTOR TO REFERENCE GEOTECHNICAL REPORT FOR ADDITIONAL SOILS & COMPACTION INFORMATION. 20211019 TLS 1/5/26 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 5 6" RIBBON CURB COMPACTED BASE SCALE: NTS ADJACENT PAVING 6" 6" 24" VALLEY GUTTER 10" 10 1/2" 7" COMPACTED BASE NOTE: 1. PROVIDE #6 X 18" LONG, SMOOTH DOWELS AT ALL EXPANSION JOINTS. 2. 3/4" EXPANSION JOINTS WITH BITUMINOUS SEALANT AT 30 FEET 13" R SCALE: NTS 24" 14" INTERVALS AND AT ALL RADII AND AT DRAINAGE STRUCTURES. 3. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH 4. LIGHT BROOM FINISH ON ALL SURFACES, ALL RADII TO BE TRUE ARCS. 5. PROVIDE (2) #4 BARS, 10' LONG, CENTERED OVER ALL TRENCH CROSSINGS. 6. PROVIDE (2) #6 X 2.5' LONG BARS TO CONNECT EXISTING AND NEW CURBS. 7. GUTTER SHALL PITCH AS REQUIRED TO CONVEY DRAINAGE. 6" 6" 8. GUTTER TO BE CONSTRUCTED PER ALDOT INDEX 730, CURB TYPE M-3. ADJACENT PAVING OF 3,000 PSI. 1/ 5 / 2 6 R Know what's below. before you dig.Call SHEETD2 SE A L AF F I X RE V I S I O N DA T E NOTE 1: CLEARANCE BETWEEN PIPE AND TRENCH WALL SHALL BE ADEQUATE TO SEE NOTE 1 EXCAVATION LINE BEDDING H Di ENABLE SPECIFIED COMPACTION BUT NOT LESS THAN Do/6 MIDDLE BEDDING LOOSELY PLACED UNCOMPACTED BEDDING EXCEPT FOR TYPE 4 Do/3 FOUDATION Do OVERFILL OR BACKFILLSW, ML, OR CL HAUNCH LOWER SIDE Do (MIN.) OUTER BEDDING MATERIAL AND COMPACTION EACH SIDE, SAME REQUIREMENTS AS HAUNCH Do/6 (MIN.) BEDDING H Di MIDDLE BEDDING LOOSELY PLACED UNCOMPACTED BEDDING EXCEPT FOR TYPE 4 Do/3 FOUDATION Do OVERFILLSW, ML, OR CL HAUNCH LOWER SIDE Do (MIN.) OUTER BEDDING MATERIAL AND COMPACTION EACH SIDE, SAME REQUIREMENTS AS HAUNCH EMBANKMENT INSTALLATIONTRENCH INSTALLATION TYPE 1 Do/24 MINIMUM; NOT LESS THAN 3". IF ROCK FOUNDATION, USE Do/12 MINIMUM; NOT LESS THAN 6". 95% CATEGORY I 90% CATEGORY I, 95% CATEGORY II, OR 100% CATEGORY III UNDISTURBED NATURAL SOIL WITH FIRMNESS EQUIVALENT TO THE FOLLOWING PLACED SOILS: 90% CATEGORY I, 95% CATEGORY II, 100% CATEGORY III, OR EMBANKMENT TO THE SAME REQUIREMENTS. INSTALLATION TYPE BEDDING THICKNESS HAUNCH AND OUTER BEDDING TRENCH INSTALLATION LOWER SIDE EMBANKMENT INSTALLATION LOWER SIDE TYPE 2 Do/24 MINIMUM; NOT LESS THAN 3". IF ROCK FOUNDATION, USE Do/12 MINIMUM; NOT LESS THAN 6". 90% CATEGORY I, OR 85% CATEGORY I, 90% CATEGORY II, OR 95% CATEGORY III UNDISTURBED NATURAL SOIL WITH FIRMNESS EQUIVALENT TO THE FOLLOWING PLACED SOILS: 85% CATEGORY I, 90% CATEGORY II, 95% CATEGORY III, OR EMBANKMENT TO THE SAME REQUIREMENTS. 95% CATEGORY II TYPE 3 Do/24 MINIMUM; NOT LESS THAN 3". IF ROCK FOUNDATION, USE Do/12 MINIMUM; NOT LESS THAN 6". 85% CATEGORY I, 90% CATEGORY II, OR 95% CATEGORY III UNDISTURBED NATURAL SOIL WITH FIRMNESS EQUIVALENT TO THE FOLLOWING PLACED SOILS: 85% CATEGORY I, 90% CATEGORY II, 95% CATEGORY III, OR EMBANKMENT TO THE SAME REQUIREMENTS. 85% CATEGORY I, 90% CATEGORY II, OR 95% CATEGORY III TYPE 4 NO BEDDING REQUIRED, EXCEPT IF ROCK FOUNDATION, USE Do/12 MINIMUM, NOT LESS THAN 6". NO COMPACTION REQUIRED EXCEPT IF CATEGORY III, USE85% CATEGORY III NO COMPACTION REQUIRED EXCEPT IF CATEGORY III, USE85% CATEGORY III NO COMPACTION REQUIRED EXCEPT IF CATEGORY III, USE85% CATEGORY III RCP STORM PIPE BEDDING DETAIL SCALE: NTS AS REQUIRED DRAWN: DATE: SCALE: JOB No.: N.T.S. AS - B U I L T CO N S T R U C T I O N D E T A I L S (S I T E & P A V E M E N T D E T A I L S ) CO N C R E T E G U T T E R #5 DIAGONAL BARS (LENGTH 2'-9") 4'-6" (15"-30" PIPE) 7'-0" (36"-54" PIPE) SEE PLAN & PROFILE FOR FLOWLINE ELEVATION 8" TOP OF CURB 4" 5' CURB TRANSITION VULCAN FOUNDARY V-1810-4 MANHOLE RING AND COVER TOP OF INLET 3" ABOVE CENTERLINE #5 DOWELL 6" PVC PIPE FILLED W/CONCRETE (2 REQ'D FOR DOUBLE WING) 6" TYP.6" 6" TYP. 6" EDGE OF PAVEMENT 2' - 6 " BACK OF CURB LOW POINT OF GUTTER 5' CURB TRANSITIONA #5 DOWELL B A 8'-0" B 4'-6" (15"-30" PIPE) 7'-0" (36"-54" PIPE) PRECAST CONCRETE BOX #5 DIAGONAL BARS (LENGTH 2'-9") 4'-6" (15"-30" PIPE) 7'-0" (36"-54" PIPE) SEE PLAN & PROFILE FOR FLOWLINE ELEVATION 8" TOP OF CURB 4" 5' CURB TRANSITION VULCAN FOUNDARY V-1810-4 MANHOLE RING AND COVER TOP OF INLET 3" ABOVE CENTERLINE #5 DOWELL 6" PVC PIPE FILLED W/CONCRETE (2 REQ'D FOR DOUBLE WING) 6" TYP.6" 6" TYP. 6" EDGE OF PAVEMENT LOW POINT OF GUTTER A #5 DOWELL B PRECAST CONCRETE BOX 5' CURB TRANSITION 4" 5' CURB TRANSITION LOW POINT OF GUTTER#5 DOWELL TYPE "S-1" INLET PLAN (SWCB) SCALE: NTS SECTION A-A SECTION A-A TYPE "S-2" INLET PLAN (DWCB) SCALE: NTS #5 BARS @ 6" O.C. E.W. TYP. CAST IRON RING 4' - 6 " ( 1 5 " - 3 0 " P I P E ) 7' - 0 " ( 3 6 " - 5 4 " P I P E ) SEE PLAN & PROFILE FOR THROAT ELEVATIONS SEE PLAN & PROFILE FOR THROAT ELEVATIONS GROUT TO FLOWLINE ELEVATION NOTE: SLOPE ON TOP OF SLAB SHALL BE THE SAME AS THE CENTERLINE GRADE. BACK OF CURB 5' CURB TRANSITION 8'-0" 4'-6" (15"-30" PIPE) 7'-0" (36"-54" PIPE) #5 BARS @ 6" O.C. E.W. TYP. CAST IRON RING SEE PLAN & PROFILE FOR THROAT ELEVATIONS NOTE: SLOPE ON TOP OF SLAB SHALL BE THE SAME AS THE CENTERLINE GRADE. SEE PLAN & PROFILE FOR THROAT ELEVATIONS GROUT TO FLOWLINE ELEVATION 4' - 6 " ( 1 5 " - 3 0 " P I P E ) 7' - 0 " ( 3 6 " - 5 4 " P I P E ) 4'-6" (15"-30" PIPE) 7'-0" (36"-54" PIPE)2'-0" 6" 4" 9" 3'-6" PRECAST CONCRETE BOX SEE PLAN & PROFILE FOR INVERT ELEVATION ED G E O F P A V E M E N T SEE PLAN & PROFILE FOR THROAT ELEVATIONS 10" 8" 6" BACK OF CURB 5 1/4" 4"/3 7 1/2" 6 1/2" 4" 18" 1 1 / 2 " 2" WEEP HOLES CAST IRON COVER 4'-6" (15"-30" PIPE) 7'-0" (36"-54" PIPE)2'-0" 6" 4" 9" 3'-6" PRECAST CONCRETE BOX SEE PLAN & PROFILE FOR INVERT ELEVATION ED G E O F P A V E M E N T SEE PLAN & PROFILE FOR THROAT ELEVATIONS 10" 8" 6" 5 1/4" 4"/3 7 1/2" 6 1/2" 4" 18" 1 1 / 2 " 2" WEEP HOLES CAST IRON COVER Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 CO N C R E T E G U T T E R 2' - 6 " REQ'D ASPHALT PAVING 1/4" 3000 PSI CONCRETE REQUIRED OVERLAPPING ASPHALT SCALE: NTS 20211019 TLS 1/5/26 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 4"x4" PT POST 4' - 0 " 4" 24 " 12" SCALE: NTS WETLAND BUFFER SIGNAGE DETAIL LIMIT OF WETLAND BUFFER ZONE BLACK LETTERS ON 12"X18" WHITE SOLID PVC SIGN NOTE: WETLAND BUFFER SIGNS TO BE SPACE AROUND THE EDGE OF THE BUFFER AT 100 FT INTERVALS. 1/ 5 / 2 6 R Know what's below. before you dig.Call PIPE REQ'D. MIN. 1 1/2 INCH BITUMINOUS CONCRETE PATCH WEARING SURFACE (MIX 429) EXISTING ASPHALT PAVEMENT EXISTING BASE COURSE REQ'D. SS1 OR SS1h TACK COAT 1'1' REQ'D: SAW CUT (TYP. ) BACKFILL MATERIAL MIN.MIN.MIN.MIN. TRENCH WEARING SURFACE 1' BASE MATERIAL 1' REQ'D. 6 INCH MIN. THICKNESS OF BASE MATERIAL PAVEMENT PATCH SCALE: NTS SHEETD3 SE A L AF F I X RE V I S I O N DA T E 18" MIN. 18" MIN. JOINT OVERLAP 1/3 CIRCUMFERENCE 18"18" MIN.MIN. PIPE SECTION ISOMETRIC VIEW FILTER FABRIC FILTER FABRIC STORM PIPE JACKET SCALE: NTS OF THE PIPE BREAK-A-WAY TYPE U-CHANNEL POST TYP.7' - 0 " 4" 24 " 12" SCALE: NTS SIGNAGE DETAIL R1-1 30" FOR INTERNAL STREETS SPEED LIMIT - R2-1 3:1 M A X 4'-0" 3:1 M A X GRASSED WATERWAY TO BE SODDED WITH BERMUDA ROLLS AND PINNED SCALE: NTS DITCH 'A,C,D' - GRASS LINED SWALE DETAIL VA R I E S DRAWN: DATE: SCALE: JOB No.: N.T.S. AS - B U I L T CO N S T R U C T I O N D E T A I L S (S I T E & P A V E M E N T D E T A I L S ) Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 2'-0" JUNCTION BOX FRAME AND COVER 24"Ø HEAVY DUTY COVER NOTE: BOX SIZE SHALL BE ADEQUATE TO ACCOMMODATE SIZES AND ANGLES OF ENTRY OF ALL PIPES ENTERING STRUCTURE WITH A MINIMUM WALL THICKNESS OF 6" BETWEEN PIPES. SCALE: NTS JUNCTION BOX (JB) DETAIL TO CREATE A WATER TIGHT SEAL PRECAST REINFORCED CONCRETE MANHOLE SECTION CONFORMING TO LATEST REVISION OF ASTM C913 REINFORCED CONCRETE COLLARS AS NEEDED FLEXIBLE JOINT SEALANT - TO FILL AT LEAST 75% OF JOINT CAVITY SET FRAME IN FULL BED OF MORTAR 6"3'-0" MIN. 8"MIN REINFORCED TO MEET H-20 LOADING OUTSIDE OF PIPE +2" CLEARANCE MIN. 0.14 SQ. IN. STEEL PER VERTICAL FOOT, PLACED ACCORDING TO ASTM C913SPECIFICATIONS STEPS ON ALL STRUCTURES OVER FOUR FEET TALL REFER TO SPECS 3" CLEAR MORTAR ALL JOINTS IMPRINTED WITH "STORM" AGGREGATE FOUNDATION 6" COMPACTED GRADED EXISTING BASE EXISTING ASPHALT SMOOTH & EVEN JOINT SAWCUT WHERE NECESSARY (SUBSIDARY OBLIGATION OF WEARING SURFACE LAYER) PROPOSED ASPHALT SCALE: NTS BUTT JOINT DETAIL PROPOSED BASE NOTE: FOR ALDOT R.O.W., FULL DEPTH SAW-CUT IS REQUIRED FOR ACCESS & TURN LANE ADDITIONS PLAN VIEW SCALE: NTS WEIR INLET (WI) DETAIL PRECAST CONCRETE ONLY. THIS STRUCTURE SHALL BE AGGREGATE FOUNDATION 6" COMPACTED GRADED REINFORCE STRUCTURE IN ACCORDANCE WITH CURRENT ASTM C913 STANDARD INTO STRUCTURE PEDESTALS CAST 6"X6"X6" CONC. 2%SLOPE ELEVATION TOP OF BOX ON ALL SIDES WEIR OPENING 6" 6" 36" MIN. 36 " M I N . 6" JUNCTION BOX FRAME AND COVER EJIW 1337 W/ "STORM" CASTED IN COVER OR APPROVED EQUAL NOTE: BOX SIZE SHALL BE ADEQUATE TO ACCOMMODATE SIZES AND ANGLES OF ENTRY OF ALL PIPES ENTERING STRUCTURE WITH A MINIMUM WALL THICKNESS OF 6" BETWEEN PIPES. MITERED END SECTION (MES) SCALE: NTS SINGLE PIPE FRONT VIEW SECTION VIEW VARIES 2'-0" TYP PIPE SIZE & TYPE VARIES 16" SOD DITCH BOTTOM WWF 4x4 - W3/W3 1' - 0 " P I P E D I A . SE E P L A N 2' - 0 " M I N . 4" 8" DITCH SLOPE 4 1 * NOT FOR USE IN ALDOT R.O.W. 36" AT STATE R.O.W. STREETS 20211019 TLS 1/5/26 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 6:1 M A X 2'-0" 6:1 M A X GRASSED WATERWAY TO BE SODDED WITH BERMUDA ROLLS AND PINNED VA R I E S SCALE: NTS DITCH 'B,E' - GRASS LINED SWALE DETAIL SCALE: NTS 4.5" WHEEL STOP DETAIL 9" 6' PRECAST CONCRETE PARKING BUMPER (TYP.), PAINTED YELLOW STAKE TO ASPHALTWITH (2) #6 REBAR 12" LONG 1/ 5 / 2 6 R Know what's below. before you dig.Call LIMIT OF PAYMENT TRENCH WIDTHS AND PAVING CUT- BACKS 4 6 8 10 12 14 15 16 18 20 24 30 36 42 48 40 42 44 46 48 50 51 52 54 56 60 66 72 78 84 NOMINAL PIPE DIAMETER (INCHES) TRENCH WIDTH (INCHES) TRENCH WIDTH NOTES: THE JAGGED EDGES OF THE EXISTING PAVEMENT ALONG THE TRENCH CUT SHALL BE SQUARED AND CUT TO A NEAT LINE WITH AN APPROPRIATE SAW ALONG STRAIGHT LINES PARALLEL TO THE CENTER OF THE PAVEMENT CUT. PAVING CUT- BACK PAVING CUT- BACKVERTICAL SIDE WALLS PROPERLY SHEATHED AND BRACED DIA. OF PIPE SCALE: NTS ALL STRIPING MUST BE REPLACED WITH THERMOPLASTIC. SHEETD4 SE A L AF F I X RE V I S I O N DA T E TYPICAL HYDRANT AND VALVE SCALE: NTS 25' MAX.10' MIN. MI N . C O V E R UNDISTURBED MATERIAL BACKING AGAINST CLASS "C" CONC. AS REQUIRED ROTATE HYDRANT BOX AND COVER ADJUSTABLE VALVE M.J. FITTINGS (TYP) 6" GATE VALVE TEE MAIN WATER (1 EACH SIDE) 2 TIE RODS (TYP) GRAVEL BEDDING DRAIN HOLES AT LEAST 6" ABOVE RUN GRAVEL TO STONE OR BANK 1/2" TO 1" CRUSHED PROVIDE 7 CU. FT. UNDISTURBED MATERIAL BACKING AGAINST CLASS "C" CONC. UNDISTURBED EARTH FINISH GRADE TO GRADE AS REQUIRED HYDRANT TO BE ADJUSTED TO BE MUELLER CENTURIAN FIRE HYDRANT ASSEMBLY THREE WAY, 5 1-4" VALVE 3' - 0 " DRAWN: DATE: SCALE: JOB No.: N.T.S. AS - B U I L T CO N S T R U C T I O N D E T A I L S (W A T E R & S E W E R D E T A I L S ) PVC WATER BEDDING SCALE: NTS OF PIPESPRING LINE 6" LAYERS COMPACTED BEDDING, IF REQ'D. PIPE 12"12" 8" M I N . 3' M I N . CO V E R 12 " TO 85% STANDARD PROCTOR LAYERS COMPACTED HAUNCHING, MAX. 6", TO 90% STANDARD PROCTOR LAYERS COMPACTED INITIAL BACKFILL, MAX. 6", TO 95% STANDARD PROCTOR MAX. 6" LAYERS COMPACTED TO 100% BACKFILL WITH SELECT MATERIAL STANDARD PROCTOR (TOP 24" OF FILL TO BE COMPACTED TO 95% MODIFIED PROCTOR UNDER STRUCTURES AND ROADWAYS) MA T E R I A L S H A L L B E AN G U L A R S T O N E (3 / 4 " M A X . D I M E N S I O N ) , GR A V E L O R S A N D CLASS 1B MATERIAL, MAX. MAXMAX 50 CU. FT. 21.1 CU. FT. 9.3 CU. FT. 16 CU. FT. 9.8 CU. FT. 4 CU. FT. VERT. THRUST TYP. BEND SEE SCHEDULECONC. THRUST BLOCK #3 REBARS UNDISTURBED SOILCONC. THRUST BLOCKSEE SCHEDULE TYP. BEND VERT. THRUST D.I. CROSS UNDISTURBED SOIL THRUST BLOCKSEE SCHEDULE CROSS THRUST BLOCK DETAILTEE THRUST BLOCK DETAIL SEE SCHEDULE D.I. TEE THRUST BLOCK UNDISTURBED SOIL 2" DIA.PIPE LINE 4" DIA.PIPE LINE 6" DIA.PIPE LINE 8" DIA.PIPE LINE 1.0 1.9 3.6 5.8 1.0 2.6 5.0 8.2 1.4 2.7 4.4 1.0 1.0 1.4 2.25 1.0 1.0 1.0 1.2 0.5 CU. FT. 0.8 CU. FT. 1.0 CU. FT. 1.5 CU. FT. NOTE:THRUST BLOCK BEARING AREAS SHALL BE INCREASED INPOOR TRENCH CONDITIONS AS DIRECTED BY THE ENGINEER DESIGN CRITERIA:TEST PRESSURE - 150 PSISOIL BEARING PRESSURE - 1 TON PER SQ. FT. 1.0 THRUST BLOCK BEARING AREAS (SQ.FT.)VERTICAL ANCHORBLOCK VOLUMES HORIZ. THRUST TYP. BEND SEE SCHEDULECONC. THRUST BLOCK UNDISTURBED SOIL BLOCK DETAIL BLOCK DETAIL BLOCK DETAIL MECH. JT. DUCTILE IRON WITH RETAINER GLANDS OR CLOW "SUPER-LOCK" JOINT PIPE TRANSITION SLEEVE 10 L.F. MIN. PVC PIPE FITTING AS REQUIRED (DUCTILE IRON MECH. JT. W/RETAINER GLAND.) THE 2.5' MIN. COVER 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 WHICH MAY RESULT IN COVER DEPTHS SIGNIFICANTLY GREATER THAN THE 2.5' MIN.) DUC T I L E I R O N DUC T I L E I R O N DUCTILE IRON 2. 5 ' M I N . CO V E R FITTING AS REQUIRED (DUCTILE IRON MECH. JT. W/RETAINER GLAND.) CONCRETE WATER MARKER WITH SIGN "WATER LINE" REQUIRED AT EACH END AND AT 50' C. TO C. OF DUCTILE IRON STREAM CROSSINGS. CROSS DRAIN (NEW OR EXISTING) DETECTOR WIRE REQUIRED TYPICAL DRAINAGE PIPE CROSSING SCALE: NTS DUCTILE IRON 10 L.F. MIN. DUCTILE IRON R.O.W. LINE ±5' NOTE: 1. SEE PLAN AND PROFILE SHEETS FOR LOCATION OF WATER SERVICES. 2. LOCATION OF THE WATER SERVICE LATERALS SHALL BE MARKED IN THE CONCRETE GUTTER WITH THE LETTER "W" FOR WATER SERVICE. 3. ALL UTILITY LINES SHALL BE A MINIMUM 30" UNDER SHOULDER & 48" UNDER PAVEMENT. W LO T L I N E WATER SERVICE WATER & SEWER SERVICE LATERAL PLAN SCALE: NTS LO T L I N E LO T L I N E Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 W SIDEWALK ±5' OPENING, A-423 ENCASEMENT PIPE RUNNERS - 1/2" CLEARANCE MAX. CASING SPACER CARRIER PIPE CLAMPING BOLTS/NUTS RESTAINER BODYRESTRAINING RODS/NUTS CASING SEALS WITH TWO NOTES: 1. PROVIDE THREE (3) CASING SPACERS PER PIPE JOINT MINIMUM. 2. CASING SPACERS SHALL HAVE POLYPROPYLENE SKIDS. RESTRAINED CASING SPACER SCALE: NTS STAINLESS STEEL BANDS (TYP.) BOTH ENDS S ±5' SEWER SERVICE S ±5' SANITARY SEWER PVC PIPE BEDDING SCALE: NTS OF PIPE SPRING LINE LAYERS COMPACTED BEDDING, MAX. 6", MAIN 8"8" 6" M I N . 1' TO 85% STANDARD PROCTOR LAYERS COMPACTED HAUNCHING, MAX. 6", TO 85% STANDARD PROCTOR LAYERS COMPACTED INITIAL BACKFILL, MAX. 6", TO 85% STANDARD PROCTOR MAX. 6" LAYERS COMPACTED TO 95% BACKFILL WITH SELECT MATERIAL STANDARD PROCTOR (TOP 24" OF FILL TO BE COMPACTED TO 95% MODIFIED PROCTOR UNDER STRUCTURES AND ROADWAYS) MA T E R I A L S H A L L B E AN G U L A R S T O N E (3 / 4 " M A X . D I M E N S I O N ) , GR A V E L O R S A N D 3' M I N . CO V E R 20211019 TLS 6/25/24 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 N.T.S. LIFT STATION SITE PLAN NOTES: 3' 1. 6' HIGH FENCE (TO CONFORM WITH SURROUNDINGS) DIMENSIONS, CONFIGURATION & GATE, MAY VARY WITH EACH LOCATION, FAIRHOPE UTILITIES L/S PERSONNEL TO VERIFY LOCATION OF GATE PRIOR TO INSTALLATION 2. STORMWATER FLOW SHALL BE DIRECTED AWAY FROM LIFT STATION SITE. 3. ALL INFLUENT LINES TO LIFT STATION MUST BE ROUTED TO THE INFLUENT MANHOLE TO THE WET WELL, A SINGLE GRAVITY LINE SHALL CONNECT THE INFLUENT MANHOLE TO THE WET WELL, AT A DISTANCE OF NO GREATER THAN 30 FEET. 4. IN-GRADE PULL BOXES SHALL BE LOCATED 10'-0" FROM WET WELL. 5. PUMP OUT CONNECTION SHALL BE ORIENTED TO FACE DRIVEWAY. 6. PROVIDE COMPACTED LIMEROCK BASE WITHIN PERIMETER FENCE PER DETAIL 7, SHEET 2. 50' 50 ' INFLUENT MANHOLE 27 ' 8' 18 ' 12' 6' 17 ' SCADA ANTENNA BASE ELECTRICAL CONTROL PLANEL WORK LIGHT (SWITCHED) HOSE BIB GENERATOR PAD GATE VALVE 6' HIGH SECURITY FENCE ASPHALT ACCESS DRIVE 9' SECURITY LIGHT 6/ 2 5 / 2 4 FFE = 92.00' FFE = 92.00' PERIMETER ELEVATION = 91.00 S S SS SS S S SHEETD5 SE A L AF F I X RE V I S I O N DA T E DRAWN: DATE: SCALE: JOB No.: N.T.S. AS - B U I L T CO N S T R U C T I O N D E T A I L S (W A T E R & S E W E R D E T A I L S ) Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20211019 TLS 1/5/26 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 SHEETD6 SE A L AF F I X RE V I S I O N DA T E DRAWN: DATE: SCALE: JOB No.: N.T.S. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20211019 TLS 1/5/26 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 AS - B U I L T CO N S T R U C T I O N D E T A I L S (W A T E R & S E W E R D E T A I L S ) PSI0.00 A 4" FLANGED TEE ISOLATION RING WITHE+H PRESSURE TRANSMITTER 4" - 90° BEND FLANGED (SEE NOTE 8 ON SHEET 2) PLAN VIEW NOTE: SEE CONC. COVER PLAN; COVER NOT SHOWN IN PLAN VIEW FOR CLARITY N.T.S. AUTOMATIC AIR RELEASE AND VACUUM VALVE, H-TECH 986(TYP.)(SEE ARV EXHAUST DETAIL) PAD MOUNTED CONTROL PANEL WITH ARC FLASH RATED ENCLOSURE CONTROL PANEL NOTE: CONDUITS FOR PUMPS, RADAR, PUMP AND CONTROL CABLECONDUITS TO TERMINATE IN AIRSPACE UNDER PANEL. CABLES TO ENTER CONTROL CABINET VIA CORD GRIPS. 14" PVC SLEEVE SIZED TO ALLOW PASSAGE OF 4" MUSHROOM VENT OPENINGS W/ LINK SEAL (316 S.S. HARDWARE) SEE DETAIL "5" ON SHEET 1 TOP ELEV.=92.00 PVC TEE RADAR LEVEL SENSOR FROM INFLUENT MANHOLE INFLUENT ELEV=79.50' P.V.C. HIGH LEVEL ALARM ELEV=78.50 SST MERCURY SWITCH CONTROL FLOATS (BULLETIN-100) OR APPROVED EQUAL LAG PUMP ON ELEV=77.50 LEAD PUMP ON ELEV=76.50 PUMPS OFF ELEV=71.95 PUMP INFORMATION 2" MIN. 316 S.S. SCH 40 PIPE - DUAL RAIL SYSTEM, BRACE EVERY TEN FEET (GREATER THAN 100 HP SHALL HAVE WELDED BRACE) OFFSET BUTTED FACE TO FACE (SEE NOTE 4 ON SHEET 1) DISCHARGE BASE/ELBOW (SEE NOTE 8 ON SHEET 1) STATION INVERT ELEVATION=70.95 GROUT FROM BOTTOM UP TO INSERT INLET 2 FT(MIN.. TYP.) STATION BOTTOM ELEVATION=69.50 12" THICK CONCRETE (MIN.) 12" COMPACTED BASE (95% MOD. PROCTOR) CROSS SECTION AA N.T.S. NOTE: PUMP AND PREROTATION BASIN ENLARGED TO SHOW DETAIL. DISCHARGE PIPE SIZE AND BASE ELBOW SHALL BE AS PER ENGINEER'S RECOMMENDATION. ANTI-FLOTATION FLANGE (TYP.) #4 REBAR, 4" O.C., BOTH WAYS PUMP DISCHARGE SHALL BE CENTERLINE ONLY, NO TANGENTIAL DISCHARGE ALLOWED. WET WELL INFORMATION WET WELL DIAMETER WET WELL DEPTH INFLUENT DIA. - ELEV. FORCE MAIN DIA. - ELEV. INVERT ELEV OF STATION. PUMPS OFF ELEV. HIGH LEVEL ALARM ELEV. TOP ELEV. OF STATION 6' 22' 8"-79.50' 4"-88.00'(T.O.P) 70.95' 71.95' 78.50' 92.00' CONCRETE FILLET FABRICATED IN FIELD MANUFACTURER TYPE PUMP MODEL NO. PUMP DESIGN POINT (GPM @ TDH) IMPELLER SIZE & NO. DISCHARGE PIPE SIZE MAX MOTOR H.P. MAX SPEED MIN. EFF. @ DESIGN POINT VOLT/PHASE FA10.33E 325 GPM @ 57'TDH 4 INCHES 10.1 HP 316 S.S. 2" CHANNEL SWAY BRACE; SECURE STANDPIPE TO BRACE WITH 316 S.S. U-BOLTS (SEE NOTE 3 & 14 ON SHEET 1) 316 S.S. PIPE. PIPE MUST BE ONE PIECE WITH FLANGED ENDS. (SEE NOTE 4 ON SHEET 1) RESILIENT WEDGE GATE VALVE & BOX PUMP OUT SCHEDULE DISCHARGE 4 4 6 8 10 12+ LARGER 6 8 8 * SEE DETAILS OF CONCRETE COVER PLAN FOR HATCH REQUIREMENTS 4" CI SWING CHECK VALVE 4" CI GATE VALVE 6" FLANGED REDUCER 4"-90° BEND (FLANGED) 4" 316 S.S. PIPE(FLANGED) GROUND SURFACE INSTALL GATE VALVE 3' INSIDE PERIMETER FENCE 4" - 90° BEND (FLANGED- SEE NOTE 8 ON SHEET 2) 6" 36 " M I N . C O V E R WILO *COORDINATE WITH FAIRHOPE UTILITIES 230V/3PH/60HZ 48 " 60" ADJUSTABLE PIPE STAND SEE DETAIL 5 ON SHEET 2 24 " 316 S.S. 2" CHANNEL SWAY BRACE ANCHORED TO WET WELL WALL WITH 4"X4"X1/4" THICK SS. PLATE WELD SWAY BRACE TO PLATE. (SEE NOTE 15 ON SHEET 2) 4" CI SWING CHECK VALVE 4" CI GATE VALVE 4" 316 S.S. PIPE(FLANGED) 4" FLANGED 90° BEND WITH PUMPOUT-FEMALE BAUER FITTING ONLY w/CAP(ALUM) SEE PUMP OUT SCHEDULE CONDUITS SHOWN FOR VISUALIZATION PURPOSES ONLY. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS. 4" SPOOL PIECE TO BEEQUIVALENT LENGTH OFFLANGED TEE FITTING4" 316 S.S. PIPE(FLANGED) A 1/ 5 / 2 6 AIR RELEASE VALVE 1.5" SS ARV EXHAUST CONNECTED TO WET WELL 3'-0" 6" - 90° ELBOW (FLANGED) 2' - 0 " 6" 3 1 6 S . S . P I P E 12 " 21 ' - 6 " 3 - PS-2 PIPE SUPPORTS EQUALLY SPACED 6" S. S. WALL PIPE, FLG.xP.E. BYPASS PUMP SUCTION HOSE CONNECTION (SEE DETAIL) 6" 150# THR'D FLANGE ATTACH CAP TO FLANGE 6" S.S. NPT MALE x COUPLER CAM & GROOVE FITTING McMASTER-CARR #53015K19, WITH # 52155K79 BRASS CAP, OR EQUAL BYPASS PUMP SUCTION HOSE CONNECTION B B CROSS SECTION BB N.T.S. N.T.S. BYPASS HOSE CONNECTION DETAIL 8" 3" 3" 4" 2'-5" 2'-0"5" (2) 5/8" HOLES 1/2" DIA. HILTI HAS 316 S.S. ROD WITH HILTI HIT HY 150 INJECTION ADHESIVE, 4 1/4" EMBED 316 S.S. L 3x3x1/4 6" 316 S.S. U-BOLT W/ DBL. NUTS PIPE SUPPORT TYPE PS 2 N.T.S. 1/4 26"x48" ALUMINUM DOOR (TYP.) HATCH WITH SAFETY GRATE (HALLIDAY SERIES W1S ALUM. ACCESS HATCH OR USF APD300) & NO CENTER HATCH SUPPORT - SEE NOTE BELOW HATCH HINGED ON LONG SIDE, NEXT TO DISCHARGE PIPE SLOPE (TYP.) N.T.S. NOTES: -HATCH SHALL BE HALLIDAY TYPE ALUM. WSI OR APPROVED EQUAL, FLUSH INSTALLATION, SINGLE COVER(S), 300 LB/SF LOADING, AND GASKETED TO BE RAIN TIGHT AND PROMOTE ODOR CONTROL. -SAFETY GRATE(S) SHALL BE HINGED ON SAME SIDE AS HATCH. -HEAVIER DESIGN LOADS MAY BE REQUIRED. CONCRETE COVER PLAN REBAR SIZE AND SPACING FORBASE AND CAP SHALL BE DESIGNEDBY A STRUCTURAL ENGINEER. CAPSHALL BE RATED FOR A MINIMUM300 P.S.F. PEDESTRIAN LOADING.ENGINEER SHALL ALLOW MINIMUM3 IN. CONCRETE COVER FOR REBAR SEE DETAIL NO. 9 ON SHEET 2 24 " ( M I N ) 4'6'17' 10 'WETWELL VALVE BOX CO N T R O L P A N E L 6' - 0 " 6' WOOD PRIVACY FENCE 6"3' - 0 " 6'-0"CONC. FOOTING6'-0" 6"X6"X10' PRESS. TREATED 2"X4" PT 6"3' - 0 " 6"3' - 0 " FENCE POST 2' - 0 " 2"X4" PT 1' - 0 " 1' - 0 " 1"X6"X6' DE PT FENCE 2' - 0 " NOTES FOR FENCING: #10 GALVANIZED SCREWS. ATTACH EACH PICKET TO RAILS WITH TWO (2) 6d GALVANIZED NAILS OR ALL NAILS AND CONNECTORS SHALL BE GALVANIZED.2. 1. ATTACH RAILS WITH A MINIMUM OF FOUR (4) 10d NAILS TO WOOD POST.3. CONCRETE FOOTING ARE REQUIRED AT EACH POST WITH A MINIMUM4. DIAMETER OF 10 INCHES. MINIMUM POST EMBEDMENT IS 30 INCHES. SCALE: NTS R Know what's below. before you dig.Call SHEETD7 SE A L AF F I X RE V I S I O N DA T E DRAWN: DATE: SCALE: JOB No.: N.T.S. AS - B U I L T CO N S T R U C T I O N D E T A I L S (W A T E R & S E W E R D E T A I L S ) Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20211019 TLS 1/5/26 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 ELEV. 92.00 ELEV. 92.00 SLOPE (TYP.) ELEV. 91.90 ELEV. 91.90 WOODEN GATES SHALL BE 7' WIDE WITH ALUMINUM FRAME TO PROVIDE5. A 14' WIDE OPENING. PERMANENT SEEDING SCALE: NTSPS SPECIES SEEDING RATE/ACRE NORTH CENTRAL SOUTH SEEDING DATES BAHIAGRASS, PENSACOLA 40 LBS --MAR 1-JULY 1 FEB 1-NOV 1 BERMUDAGRASS, COMMON 10 LBS APR 1-JULY 1 MAR 15-JULY 15 MAY 1-JULY 15 BAHIAGRASS, PENSACOLA 30 LBS --MAR 1-JULY 1 MAR 1-JULY 15BERMUDAGRASS, COMMON 5 LBS BERMUDAGRASS, HYBRID (LAWN TYPES) SOLID SOD ANYTIME ANYTIME ANYTIME BERMUDAGRASS, HYBRID (LAWN TYPES) SPRIGS 1/SQ FT MAR 1-AUG 1 MAR 1-AUG 1 FEB 15-SEPT 1 FESCUE, TALL 40-50 LBS SEPT 1-NOV 1 SEPT 1-NOV 1 -- SERICEA 40-60 LBS MAR 15-JULY15 MAR 1-JULY 15 FEB 15-JULY 15 LIME RATE:1 TON PER ACRE ON LIGHT-TEXTURED, SANDY SOILS (IF THE COVER WILL BE TALL FESCUE AND CLOVER USE 2 TONS/ACRE.)2 TONS PER ACRE ON HEAVY-TEXTURED, CLAYEY SOILS FERTILIZER RATE:GRASSES ALONE: 400 LB/ACRE OF 8-24-24WHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE:PER MULCHING DETAIL SERICEA & COMMON BERMUDAGRASS 40-60 LBS MAR 15-JULY15 MAR 1-JULY 15 FEB 15-JULY 1510 LBS GRASS-LEGUME MIXTURES: 800 TO 1200 LB/ACRE OF 5-10-10 OR THE EQUIVALENTLEGUMES ALONE: 800 TO 1200 LB/ACRE OF 0-10-10 OR THE EQUIVALENT TEMPORARY SEEDING SCALE: NTSTS SPECIES SEEDING RATE/ACRE NORTH CENTRAL SOUTH SEEDING DATES MILLET, BROWNTOP OR GERMAN 40 LBS MAY 1-AUG 1 APR 1-AUG 15 APR 1-AUG 15 RYE 3 BU SEPT 1-NOV 15 SEPT 15-NOV 15 SEPT 15-NOV 15 RYEGRASS 30 LBS AUG 1-SEPT 15 SEPT 1-OCT 15 SEPT 1-OCT15 SORGHUM-SUDAN HYBRIDS 40 LBS MAY 1-AUG 1 APR 15-AUG 1 APR 1-AUG 15 SUDANGRASS 40 LBS MAY 1-AUG 1 APR 1-AUG 1 APR 1-AUG 15 WHEAT 3 BU SEPT 1-NOV 1 SEPT 15-NOV 15 SEPT 15-NOV15 COMMON BERMUDAGRASS 10 LBS APR 1-JULY 1 MAR 15-JULY 15 MAR 1-JULY 15 CRIMSON CLOVER 10 LBS SEPT 1-NOV 1 SEPT 1-NOV 1 SEPT 1-NOV 1 LIME RATE:1 TON PER ACRE ON COARSE TEXTURED SOILS3 TONS PER ACRE ON FINE TEXTURED SOILS FERTILIZER RATE:APPLY 8-24-24 FERTILIZER PER MANUFACTURER'S RECOMMENDATIONSWHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE:PER MULCHING DETAIL MULCHING SCALE: NTSMU MATERIAL RATE PER ACRE &NOTES STRAW WITH SEED 1 1/2 - 2 TONS SPREAD BY HAND OR MACHINE; ANCHOR WHEN (70 LBS-90 LBS)SUBJECT TO BLOWING STRAW ALONE (NO SEED)2 1/2 - 3 TONS (115 LBS-160 LBS) WOOD CHIPS 5-6 TONS (225 LBS-270 LBS)TREAT WITH 12 LBS NITROGEN/TON BARK 35 CUBIC YARDS (0.8 CUBIC YARDS)CAN APPLY WITH MULCH BLOWER PINE STRAW 1-2 TONS (45 LBS-90 LBS) (PER 1000 SF) SPREAD BY HAND OR MACHINE; ANCHOR WHEN SUBJECT TO BLOWING SPREAD BY HAND OR MACHINE; WILL NOT BLOW LIKE STRAW PEANUT HULLS 10-20 TONS (450 LBS-900 LBS) WILL WASH OFF SLOPES. TREAT WITH 12 LBS NITROGEN/TON UNDISTURBED GROUND LENGTH - 5' MIN. SPACED 10' MAX O.C. 44" TYPE "A" GEOTEXTILE FABRICCONFORMING TO AASHTO M288 DISTURBED NOTE: OVERLAP JOINTS IN FABRIC AT POST TO PREVENT LEAKAGE OF SILT AT SEAM. COMPACTED BACKFILL FLOW SCALE: NTS SILT BARRIER TYPE "A" STEEL "T" POST 1.3LB/FT MIN. TRENCH FABRIC FRONT VIEW SIDE VIEW SB SILT FENCE ROLL 1 ROLL JOINT FOR JOINING TWO SILT FENCE SECTIONS STEEL POST GROUND (WOVEN WIRE FENCE BACKING) 10' MAX. OC 6" 32 " 36 " M I N . 24 " M I N . 32 " 6" 6"24 " M I N . W/ WIRE BACK SILT FENCE ROLL 2 POSTS (ONE POST APPLICABLE FOR TYPES A & B FENCE) ROLL THE ENDS OF EACH SECTION OF FENCE ONEOR MORE TIMES BEFORE INSTALLING THE POSTS R Know what's below. before you dig.Call 4'4' 2' WOOD STAKE STAKE WITHIN 2' OF THE END OF WATTLE 8" STRAW WATTLE EMBEDDED IN A 2' CROSS SECTION SCALE: NTS WATTLE INSTALLATION DETAIL 2" DEEP TRENCH 8" STRAW WATTLE EMBEDDED IN A 2" DEEP TRENCH SHEETD8 SE A L AF F I X RE V I S I O N DA T E PLAN SCALE: NTS 3. FRAME TO BE WRAPPED WITH WIRE BACKED SILT FENCE FABRIC DROP INLET PROTECTION SIDE VIEW & NAILED TO THE FRAME @ 6" O.C. 1. THE SEDIMENT BOX TO BE MADE OF 2"X4" P.T. BOARDS 2. THE MAX. POST SPACING IS 2'. 2"X4" P.T. POSTS TYP. COMPACTED GRADE BRACING INLET 2"X2" P.T. CROSS FIP TY P E " A " S I L T F E N C E INSTALLED SECURELY AGAINST THE EXTERIOR SURFACE OF THE INLET W/ W I R E B A C K I N G TY P E " A " S I L T F E N C E W/ W I R E B A C K I N G INLET 2' MAX. TYPE"A" SILT FENCEW/ WIRE BACKING 12 " 12 " M I N . 30 " M A X . FABRIC BURIED 12"W/ COMPACTED EARTH FILL 2"X4" P.T. POSTS TYP. INSTALLED SECURELY AGAINST THE EXTERIOR SURFACE OF THE INLET DRAWN: DATE: SCALE: JOB No.: N.T.S. AS - B U I L T CO N S T R U C T I O N D E T A I L S (E R O S I O N C O N T R O L D E T A I L S ) Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20211019 TLS 1/5/26 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 W 1/ 5 / 2 6 SCALE: NTS SECTION B-B CURB INLET PROTECTION PAVEMENT GUTTER FLOW FL O W CATCH BASIN 9" DIAMETER WATTLE PLACED TO ALLOW CATCH BASIN OVERFLOW OF LARGER STORM EVENTS B FL O W CURBING PAVEMENT B CIP PLACE SANDBAG BETWEEN THE THROAT AND THE WATTLE TO PROVIDE AN OVERFLOW POINT PLACE SANDBAG OVER WATTLE TO PREVENT MOVEMENT PLACE SANDBAG OVER WATTLE TO PREVENT MOVEMENT 25' MIN.16' 16 ' 10'x10' MINIMUM INSTALL SILT FENCE VEHICLE PAD GRAVEL 6" THICK 3: 1 3: 1 3:1 3:1 1 3 13 10' 1' INSTALL SILT FENCE VEHICLE PAD GRAVEL 2% 6" INSTALL SIGN SECTION VIEW 10 MIL PLASTIC LINING SECURED WITH SANDBAGS AROUND THE PERIMETER 10 MIL PLASTIC LINING SECURED WITH SANDBAGS AROUND THE PERIMETER SCALE: NTS CONCRETE WASHOUT DETAIL 50' MIN. ALABAMA HIGHWAY DEPARTMENT COARSE AGGREGATE GRADATION NO. 1 NON-WOVEN CLASS IV HARD SURFACE PUBLIC ROAD 12" MIN. 20' MIN. SCALE: NTS CONSTRUCTION EXIT PADCEP REPAIR AS NEEDED GEOTEXTILE UNDERLINER 8" FLO W EXISTING ROAD CONSTRUCTION EXIT PAD BERMED UP 8 INCHES TO PREVENT RUN-OFF FROM ENTERING THE RIGHT-OF-WAY PROFILE R Know what's below. before you dig.Call SHEETD9 SE A L AF F I X RE V I S I O N DA T E DRAWN: DATE: SCALE: JOB No.: N.T.S. AS - B U I L T CO N S T R U C T I O N D E T A I L S (E R O S I O N C O N T R O L D E T A I L S ) Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20211019 TLS 1/5/26 Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 0+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 0+50 70.0 72.5 75.0 77.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 70.0 72.5 75.0 77.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 0 . 6 3 OF F : - 1 0 . 0 0 EL E V : 9 0 . 4 3 OF F : 0 . 0 0 EL E V : 9 0 . 6 3 OF F : 1 0 . 0 0 EL E V : 9 0 . 4 3 -2.0%-2.0% 1+00 70.0 72.5 75.0 77.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 70.0 72.5 75.0 77.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 0 . 9 2 OF F : - 1 0 . 0 0 EL E V : 9 0 . 7 2 OF F : 0 . 0 0 EL E V : 9 0 . 9 2 OF F : 1 0 . 0 0 EL E V : 9 0 . 7 2 -2.0%-2.0% 1+50 70.0 72.5 75.0 77.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 70.0 72.5 75.0 77.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 0 . 7 5 OF F : - 1 0 . 0 0 EL E V : 9 0 . 5 5 OF F : 0 . 0 0 EL E V : 9 0 . 7 5 OF F : 1 0 . 0 0 EL E V : 9 0 . 5 5 -2.0%-2.0% 2+00 70.0 72.5 75.0 77.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 70.0 72.5 75.0 77.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 0 . 7 8 OF F : - 1 0 . 0 0 EL E V : 9 0 . 5 8 OF F : 0 . 0 0 EL E V : 9 0 . 7 8 OF F : 1 0 . 0 0 EL E V : 9 0 . 5 8 -2.0%-2.0% 2+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 1 . 1 4 OF F : - 1 0 . 0 0 EL E V : 9 0 . 9 4 OF F : 0 . 0 0 EL E V : 9 1 . 1 4 OF F : 1 0 . 0 0 EL E V : 9 0 . 9 4 -2.0%-2.0% 3+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 1 . 5 0 OF F : - 1 0 . 0 0 EL E V : 9 1 . 3 0 OF F : 0 . 0 0 EL E V : 9 1 . 5 0 OF F : 1 0 . 0 0 EL E V : 9 1 . 3 0 -2.0%-2.0% 3+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 1 . 8 6 OF F : - 1 0 . 0 0 EL E V : 9 1 . 6 6 OF F : 0 . 0 0 EL E V : 9 1 . 8 6 OF F : 1 0 . 0 0 EL E V : 9 1 . 6 6 -2.0%-2.0% 4+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 2 . 2 2 OF F : - 1 0 . 0 0 EL E V : 9 2 . 0 2 OF F : 0 . 0 0 EL E V : 9 2 . 2 2 OF F : 1 0 . 0 0 EL E V : 9 2 . 0 2 -2.0%-2.0% 4+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 2 . 5 8 OF F : 0 . 0 0 EL E V : 9 2 . 5 8 OF F : 1 0 . 0 0 EL E V : 9 2 . 3 8 1.6%-1.1%-0.9%-0.8%-0.8%-1.5%-1.1%-2.0% 5+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 2 . 9 4 OF F : - 1 0 . 0 0 EL E V : 9 2 . 7 4 OF F : 0 . 0 0 EL E V : 9 2 . 9 4 OF F : 1 0 . 0 0 EL E V : 9 2 . 7 4 -2.0%-2.0% 5+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 3 . 3 0 OF F : - 1 0 . 0 0 EL E V : 9 3 . 1 0 OF F : 0 . 0 0 EL E V : 9 3 . 3 0 OF F : 1 0 . 0 0 EL E V : 9 3 . 1 0 -2.0%-2.0% 102 102 102 102 102 102 103 103S101 S101 S101 S101 S101 S101 S111 S111 S111 EXISTING GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS1 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (G R E E N F I E L D S D R . ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 6+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 3 . 6 6 OF F : - 1 0 . 0 0 EL E V : 9 3 . 4 6 OF F : 0 . 0 0 EL E V : 9 3 . 6 6 OF F : 1 0 . 0 0 EL E V : 9 3 . 4 6 -2.0%-2.0% 6+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 4 . 0 2 OF F : - 1 0 . 0 0 EL E V : 9 3 . 8 2 OF F : 0 . 0 0 EL E V : 9 4 . 0 2 OF F : 1 0 . 0 0 EL E V : 9 3 . 8 2 -2.0%-2.0% 7+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 4 . 3 8 OF F : - 1 0 . 0 0 EL E V : 9 4 . 1 8 OF F : 0 . 0 0 EL E V : 9 4 . 3 8 OF F : 1 0 . 0 0 EL E V : 9 4 . 1 8 -2.0%-2.0% 7+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 4 . 7 4 OF F : - 1 0 . 0 0 EL E V : 9 4 . 5 4 OF F : 0 . 0 0 EL E V : 9 4 . 7 4 OF F : 1 0 . 0 0 EL E V : 9 4 . 5 4 -2.0%-2.0% 8+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 5 . 1 0 OF F : - 1 0 . 0 0 EL E V : 9 4 . 9 0 OF F : 0 . 0 0 EL E V : 9 5 . 1 0 OF F : 1 0 . 0 0 EL E V : 9 4 . 9 0 -2.0%-2.0% 8+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 5 . 4 6 OF F : - 1 0 . 0 0 EL E V : 9 5 . 2 6 OF F : 0 . 0 0 EL E V : 9 5 . 4 6 OF F : 1 0 . 0 0 EL E V : 9 5 . 2 6 -2.0%-2.0% 9+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 5 . 8 2 OF F : - 1 0 . 0 0 EL E V : 9 5 . 6 2 OF F : 0 . 0 0 EL E V : 9 5 . 8 2 OF F : 1 0 . 0 0 EL E V : 9 5 . 6 2 -2.0%-2.0% 9+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 1 8 OF F : - 1 0 . 0 0 EL E V : 9 5 . 9 8 OF F : 0 . 0 0 EL E V : 9 6 . 1 8 OF F : 1 0 . 0 0 EL E V : 9 5 . 9 8 -2.0%-2.0% 10+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 5 4 OF F : - 1 0 . 0 0 EL E V : 9 6 . 3 4 OF F : 0 . 0 0 EL E V : 9 6 . 5 4 OF F : 1 0 . 0 0 EL E V : 9 6 . 3 4 -2.0%-2.0% 10+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 9 0 OF F : - 1 0 . 0 0 EL E V : 9 6 . 7 0 OF F : 0 . 0 0 EL E V : 9 6 . 9 0 OF F : 1 0 . 0 0 EL E V : 9 6 . 7 0 -2.0%-2.0% 11+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 2 6 OF F : - 1 0 . 1 8 EL E V : 9 7 . 0 6 OF F : 0 . 0 0 EL E V : 9 7 . 2 6 OF F : 1 0 . 0 0 EL E V : 9 7 . 0 6 -2.0%-2.0% 11+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 6 1 OF F : 0 . 0 0 EL E V : 9 7 . 6 1 OF F : - 1 8 . 7 1 EL E V : 9 7 . 4 1 -2.5%-2.3%-1.9%-1.8%-1.3%-1.3%-1.3%-1.1% 103 103 103 S111 S111 S111 S111 S112 S112 S112 S112 S112 S112 S112 S112 SSMH#A14 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS2 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (G R E E N F I E L D S D R . ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 12+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 5 2 OF F : 0 . 0 0 EL E V : 9 7 . 5 2 OF F : - 1 2 . 2 0 EL E V : 9 7 . 3 2 -2.7%-2.5%-1.6% 12+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 1 8 OF F : - 1 0 . 0 0 EL E V : 9 6 . 9 8 OF F : 0 . 0 0 EL E V : 9 7 . 1 8 OF F : 1 0 . 0 0 EL E V : 9 6 . 9 8 -2.0%-2.0% 13+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 1 7 OF F : - 1 0 . 0 0 EL E V : 9 6 . 9 7 OF F : 0 . 0 0 EL E V : 9 7 . 1 7 OF F : 1 0 . 0 0 EL E V : 9 6 . 9 7 -2.0%-2.0% 13+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 4 9 OF F : - 1 0 . 0 0 EL E V : 9 7 . 2 9 OF F : 0 . 0 0 EL E V : 9 7 . 4 9 OF F : 1 0 . 0 0 EL E V : 9 7 . 2 9 -2.0%-2.0% 14+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 8 2 OF F : - 1 0 . 0 0 EL E V : 9 7 . 6 2 OF F : 0 . 0 0 EL E V : 9 7 . 8 2 OF F : 1 0 . 0 0 EL E V : 9 7 . 6 2 -2.0%-2.0% 14+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 8 . 1 4 OF F : - 1 0 . 0 0 EL E V : 9 7 . 9 4 OF F : 0 . 0 0 EL E V : 9 8 . 1 4 OF F : 1 0 . 0 0 EL E V : 9 7 . 9 4 -2.0%-2.0% 15+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 8 . 4 6 OF F : - 1 0 . 0 0 EL E V : 9 8 . 2 6 OF F : 0 . 0 0 EL E V : 9 8 . 4 6 OF F : 1 0 . 0 0 EL E V : 9 8 . 2 6 -2.0%-2.0% 15+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 8 . 7 9 OF F : - 1 0 . 0 0 EL E V : 9 8 . 5 9 OF F : 0 . 0 0 EL E V : 9 8 . 7 9 OF F : 1 0 . 0 0 EL E V : 9 8 . 5 9 -2.0%-2.0% 16+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 9 . 1 1 OF F : - 1 0 . 0 0 EL E V : 9 8 . 9 1 OF F : 0 . 0 0 EL E V : 9 9 . 1 1 OF F : 1 0 . 0 0 EL E V : 9 8 . 9 1 -2.0%-2.0% 16+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 9 . 4 1 OF F : - 1 0 . 0 0 EL E V : 9 9 . 2 1 OF F : 0 . 0 0 EL E V : 9 9 . 4 1 OF F : 1 0 . 0 0 EL E V : 9 9 . 2 1 -2.0%-2.0% 17+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 9 . 2 7 OF F : - 1 0 . 0 0 EL E V : 9 9 . 0 7 OF F : 0 . 0 0 EL E V : 9 9 . 2 7 OF F : 1 0 . 0 0 EL E V : 9 9 . 0 7 -2.0%-2.0% 17+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 8 . 9 7 OF F : - 1 0 . 0 0 EL E V : 9 8 . 7 7 OF F : 0 . 0 0 EL E V : 9 8 . 9 7 OF F : 1 0 . 0 0 EL E V : 9 8 . 7 7 -2.0%-2.0% 306 S113 S113 S113 S113 S113 S113 S114 S114 S114 S114 S114 S114 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS3 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (G R E E N F I E L D S D R . ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 18+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 8 . 6 8 OF F : - 1 0 . 0 0 EL E V : 9 8 . 4 8 OF F : 0 . 0 0 EL E V : 9 8 . 6 8 OF F : 1 0 . 0 0 EL E V : 9 8 . 4 8 -2.0%-2.0% 18+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 8 . 3 9 OF F : - 1 0 . 0 0 EL E V : 9 8 . 1 9 OF F : 0 . 0 0 EL E V : 9 8 . 3 9 OF F : 1 0 . 0 0 EL E V : 9 8 . 1 9 -2.0%-2.0% 19+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 8 . 0 9 OF F : - 1 0 . 0 0 EL E V : 9 7 . 8 9 OF F : 0 . 0 0 EL E V : 9 8 . 0 9 OF F : 1 0 . 0 0 EL E V : 9 7 . 8 9 -2.0%-2.0% 19+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 8 0 OF F : - 1 0 . 0 0 EL E V : 9 7 . 6 0 OF F : 0 . 0 0 EL E V : 9 7 . 8 0 OF F : 1 0 . 0 0 EL E V : 9 7 . 6 0 -2.0%-2.0% 20+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 5 1 OF F : - 1 0 . 0 0 EL E V : 9 7 . 3 1 OF F : 0 . 0 0 EL E V : 9 7 . 5 1 OF F : 1 0 . 0 0 EL E V : 9 7 . 3 1 -2.0%-2.0% 20+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 2 1 OF F : - 1 0 . 0 0 EL E V : 9 7 . 0 1 OF F : 0 . 0 0 EL E V : 9 7 . 2 1 OF F : 1 0 . 0 0 EL E V : 9 7 . 0 1 -2.0%-2.0% 21+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 9 2 OF F : 0 . 0 0 EL E V : 9 6 . 9 2 -0.9%-0.2%-0.2%-0.6%-0.6%-0.7%-1.6%1.7% 21+13 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 8 4 0.4%0.3%0.2%0.0%0.0%-1.0%-1.0%-1.0%-0.9% S115 S115 S115 S115 S115 S115 S115 S115 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS4 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (G R E E N F I E L D S D R . ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 0+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 2 0 . 2 0 EL E V : 9 2 . 6 6 OF F : 2 5 . 0 0 EL E V : 9 2 . 6 9 OF F : 0 . 0 0 EL E V : 9 2 . 5 1 OF F : 1 1 . 0 6 EL E V : 9 2 . 5 9 OF F : - 2 5 . 0 0 EL E V : 9 2 . 3 3 OF F : - 2 1 . 3 9 EL E V : 9 2 . 3 6 OF F : - 1 2 . 5 3 EL E V : 9 2 . 4 2 OFF: -1.01 ELEV: 92.51 0+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 2 . 2 7 OF F : - 1 0 . 0 0 EL E V : 9 2 . 0 7 OF F : 0 . 0 0 EL E V : 9 2 . 2 7 OF F : 1 0 . 0 0 EL E V : 9 2 . 0 7 -2.0%-2.0% 1+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 2 . 0 2 OF F : - 1 0 . 0 0 EL E V : 9 1 . 8 2 OF F : 0 . 0 0 EL E V : 9 2 . 0 2 OF F : 1 0 . 0 0 EL E V : 9 1 . 8 2 -2.0%-2.0% 1+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 1 . 7 7 OF F : - 1 0 . 0 0 EL E V : 9 1 . 5 7 OF F : 0 . 0 0 EL E V : 9 1 . 7 7 OF F : 1 0 . 0 0 EL E V : 9 1 . 5 7 -2.0%-2.0% 2+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 1 . 5 2 OF F : - 1 0 . 0 0 EL E V : 9 1 . 3 2 OF F : 0 . 0 0 EL E V : 9 1 . 5 2 OF F : 1 0 . 0 0 EL E V : 9 1 . 3 2 -2.0%-2.0% 2+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 1 . 2 7 OF F : - 1 0 . 0 0 EL E V : 9 1 . 0 7 OF F : 0 . 0 0 EL E V : 9 1 . 2 7 OF F : 1 0 . 0 0 EL E V : 9 1 . 0 7 -2.0%-2.0% 3+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 1 . 0 3 OF F : 1 0 . 0 0 EL E V : 9 0 . 8 3 -2.0%1.2%-0.7%-0.7%-0.7%-0.6% 3+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 1 . 2 3 OF F : 1 0 . 0 0 EL E V : 9 1 . 0 3 OF F : 0 . 0 2 EL E V : 9 1 . 2 3 -2.0%-0.5%-0.5%-0.3%-0.4%-0.6%-0.8% 4+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 1 . 7 4 OF F : - 1 0 . 0 0 EL E V : 9 1 . 5 4 OF F : 0 . 0 0 EL E V : 9 1 . 7 4 OF F : 1 0 . 0 0 EL E V : 9 1 . 5 4 -2.0%-2.0% 4+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 2 . 2 4 OF F : - 1 0 . 0 0 EL E V : 9 2 . 0 4 OF F : 0 . 0 0 EL E V : 9 2 . 2 4 OF F : 1 0 . 0 0 EL E V : 9 2 . 0 4 -2.0%-2.0% 5+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 2 . 7 5 OF F : - 1 0 . 0 0 EL E V : 9 2 . 5 5 OF F : 0 . 0 0 EL E V : 9 2 . 7 5 OF F : 1 0 . 0 0 EL E V : 9 2 . 5 5 -2.0%-2.0% 5+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 3 . 2 6 OF F : - 1 0 . 0 0 EL E V : 9 3 . 0 6 OF F : 0 . 0 0 EL E V : 9 3 . 2 6 OF F : 1 0 . 0 0 EL E V : 9 3 . 0 6 -2.0%-2.0% 206 205 205 203 203 S102 S102 S102 S102 S102 S103 S104 S104 S104 S104 S104 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS5 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (B A N K H E A D B L V D . ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 6+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 3 . 7 6 OF F : - 1 0 . 0 0 EL E V : 9 3 . 5 6 OF F : 0 . 0 0 EL E V : 9 3 . 7 6 OF F : 1 0 . 0 0 EL E V : 9 3 . 5 6 -2.0%-2.0% 6+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 4 . 2 7 OF F : - 1 0 . 0 0 EL E V : 9 4 . 0 7 OF F : 0 . 0 0 EL E V : 9 4 . 2 7 OF F : 1 0 . 0 0 EL E V : 9 4 . 0 7 -2.0%-2.0% 7+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 4 . 7 8 OF F : - 1 0 . 0 0 EL E V : 9 4 . 5 8 OF F : 0 . 0 0 EL E V : 9 4 . 7 8 OF F : 1 0 . 0 0 EL E V : 9 4 . 5 8 -2.0%-2.0% 7+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 5 . 2 9 OF F : - 1 0 . 0 0 EL E V : 9 5 . 0 9 OF F : 0 . 0 0 EL E V : 9 5 . 2 9 OF F : 1 0 . 0 0 EL E V : 9 5 . 0 9 -2.0%-2.0% 8+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 5 . 7 9 OF F : - 1 0 . 0 0 EL E V : 9 5 . 5 9 OF F : 0 . 0 0 EL E V : 9 5 . 7 9 OF F : 1 0 . 0 0 EL E V : 9 5 . 5 9 -2.0%-2.0% 8+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 3 0 OF F : - 1 0 . 0 0 EL E V : 9 6 . 1 0 OF F : 0 . 0 0 EL E V : 9 6 . 3 0 OF F : 1 0 . 0 0 EL E V : 9 6 . 1 0 -2.0%-2.0% 9+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 8 1 OF F : - 1 0 . 0 0 EL E V : 9 6 . 6 1 OF F : 0 . 0 0 EL E V : 9 6 . 8 1 OF F : 1 0 . 0 0 EL E V : 9 6 . 6 1 -2.0%-2.0% 9+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 3 2 OF F : - 1 0 . 0 0 EL E V : 9 7 . 1 2 OF F : 0 . 0 0 EL E V : 9 7 . 3 2 OF F : 1 0 . 0 0 EL E V : 9 7 . 1 2 -2.0%-2.0% 10+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 8 1 OF F : 0 . 0 0 EL E V : 9 7 . 8 1 OF F : 1 8 . 5 0 EL E V : 9 7 . 6 1 -1.9%-1.8%-1.8%-2.4%-2.6%-3.1%-1.1% 10+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 8 2 OF F : 0 . 0 0 EL E V : 9 7 . 8 2 OF F : 1 4 . 7 1 EL E V : 9 7 . 6 2 -3.1%-3.1%-1.4% 11+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 5 5 OF F : - 1 0 . 0 0 EL E V : 9 7 . 3 5 OF F : 0 . 0 0 EL E V : 9 7 . 5 5 OF F : 1 0 . 0 0 EL E V : 9 7 . 3 5 -2.0%-2.0% 11+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 2 7 OF F : - 1 0 . 0 0 EL E V : 9 7 . 0 7 OF F : 0 . 0 0 EL E V : 9 7 . 2 7 OF F : 1 0 . 0 0 EL E V : 9 7 . 0 7 -2.0%-2.0% 302 S104 S104 S105 S105 S105 S105 S105 S105 S105 SSMH#A7 S106 S106 S106 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS6 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (B A N K H E A D B L V D . ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 12+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 0 0 OF F : - 1 0 . 0 0 EL E V : 9 6 . 8 0 OF F : 0 . 0 0 EL E V : 9 7 . 0 0 OF F : 1 0 . 0 0 EL E V : 9 6 . 8 0 -2.0%-2.0% 12+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 7 2 OF F : - 1 0 . 0 0 EL E V : 9 6 . 5 2 OF F : 0 . 0 0 EL E V : 9 6 . 7 2 OF F : 1 0 . 0 0 EL E V : 9 6 . 5 2 -2.0%-2.0% 13+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 5 2 OF F : - 1 0 . 0 0 EL E V : 9 6 . 3 2 OF F : 0 . 0 0 EL E V : 9 6 . 5 2 OF F : 1 0 . 0 0 EL E V : 9 6 . 3 2 -2.0%-2.0% 13+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 7 1 OF F : - 1 0 . 0 0 EL E V : 9 6 . 5 1 OF F : 0 . 0 0 EL E V : 9 6 . 7 1 OF F : 1 0 . 0 0 EL E V : 9 6 . 5 1 -2.0%-2.0% 14+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 9 7 OF F : - 1 0 . 0 0 EL E V : 9 6 . 7 7 OF F : 0 . 0 0 EL E V : 9 6 . 9 7 OF F : 1 0 . 0 0 EL E V : 9 6 . 7 7 -2.0%-2.0% 14+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 2 2 OF F : - 1 0 . 0 0 EL E V : 9 7 . 0 2 OF F : 0 . 0 0 EL E V : 9 7 . 2 2 OF F : 1 0 . 0 0 EL E V : 9 7 . 0 2 -2.0%-2.0% 15+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 4 8 OF F : - 1 0 . 0 0 EL E V : 9 7 . 2 8 OF F : 0 . 0 0 EL E V : 9 7 . 4 8 OF F : 1 0 . 0 0 EL E V : 9 7 . 2 8 -2.0%-2.0% 15+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 7 4 OF F : - 1 0 . 0 0 EL E V : 9 7 . 5 4 OF F : 0 . 0 0 EL E V : 9 7 . 7 4 OF F : 1 0 . 0 0 EL E V : 9 7 . 5 4 -2.0%-2.0% 16+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 8 . 0 0 OF F : - 1 0 . 0 0 EL E V : 9 7 . 8 0 OF F : 0 . 0 0 EL E V : 9 8 . 0 0 OF F : 1 0 . 0 0 EL E V : 9 7 . 8 0 -2.0%-2.0% 16+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 8 . 2 6 OF F : - 1 0 . 0 0 EL E V : 9 8 . 0 6 OF F : 0 . 0 0 EL E V : 9 8 . 2 6 OF F : 1 0 . 0 0 EL E V : 9 8 . 0 6 -2.0%-2.0% 17+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 8 . 2 6 OF F : - 1 0 . 0 0 EL E V : 9 8 . 0 6 OF F : 0 . 0 0 EL E V : 9 8 . 2 6 OF F : 1 0 . 0 0 EL E V : 9 8 . 0 6 -2.0%-2.0% 17+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 8 . 0 0 OF F : - 1 0 . 0 0 EL E V : 9 7 . 8 0 OF F : 0 . 0 0 EL E V : 9 8 . 0 0 OF F : 1 0 . 0 0 EL E V : 9 7 . 8 0 -2.0%-2.0% 302 302 S106 S106 SSMH#A8 S106 S107 S107 S107 S107 S107 S108 S108 SSMH#A10S109 S108 S109 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS7 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (B A N K H E A D B L V D . ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 18+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 7 5 OF F : - 1 0 . 0 0 EL E V : 9 7 . 5 5 OF F : 0 . 0 0 EL E V : 9 7 . 7 5 OF F : 1 0 . 0 0 EL E V : 9 7 . 5 5 -2.0%-2.0% 18+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 4 9 OF F : - 1 0 . 0 0 EL E V : 9 7 . 2 9 OF F : 0 . 0 0 EL E V : 9 7 . 4 9 OF F : 1 0 . 0 0 EL E V : 9 7 . 2 9 -2.0%-2.0% 19+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 2 4 OF F : - 1 0 . 0 0 EL E V : 9 7 . 0 4 OF F : 0 . 0 0 EL E V : 9 7 . 2 4 OF F : 1 0 . 0 0 EL E V : 9 7 . 0 4 -2.0%-2.0% 19+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 9 8 OF F : - 1 0 . 0 0 EL E V : 9 6 . 7 8 OF F : 0 . 0 0 EL E V : 9 6 . 9 8 OF F : 1 0 . 0 0 EL E V : 9 6 . 7 8 -2.0%-2.0% 20+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 7 3 OF F : - 1 0 . 0 0 EL E V : 9 6 . 5 3 OF F : 0 . 0 0 EL E V : 9 6 . 7 3 OF F : 1 0 . 0 0 EL E V : 9 6 . 5 3 -2.0%-2.0% 20+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 5 4 OF F : - 1 0 . 0 0 EL E V : 9 6 . 3 4 OF F : 0 . 0 0 EL E V : 9 6 . 5 4 OF F : 1 0 . 0 0 EL E V : 9 6 . 3 4 -2.0%-2.0% 21+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 7 2 OF F : 0 . 0 0 EL E V : 9 6 . 7 2 OF F : - 1 0 . 0 0 EL E V : 9 6 . 5 2 -0.8%-0.4%0.1%0.4%0.4%0.6%0.6%0.6%-2.0% 21+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 1 EL E V : 9 6 . 9 8 OF F : 0 . 0 0 EL E V : 9 6 . 9 8 OF F : - 1 0 . 0 0 EL E V : 9 6 . 7 8 -1.7%-2.0% 22+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 2 3 OF F : - 1 0 . 0 0 EL E V : 9 7 . 0 3 OF F : 0 . 0 0 EL E V : 9 7 . 2 3 OF F : 1 0 . 0 0 EL E V : 9 7 . 0 3 -2.0%-2.0% 22+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 4 8 OF F : - 1 0 . 0 0 EL E V : 9 7 . 2 8 OF F : 0 . 0 0 EL E V : 9 7 . 4 8 OF F : 1 0 . 0 0 EL E V : 9 7 . 2 8 -2.0%-2.0% 23+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 7 3 OF F : - 1 0 . 0 0 EL E V : 9 7 . 5 3 OF F : 0 . 0 0 EL E V : 9 7 . 7 3 OF F : 1 0 . 0 0 EL E V : 9 7 . 5 3 -2.0%-2.0% 23+03 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 7 4 OF F : - 1 0 . 0 0 EL E V : 9 7 . 5 4 OF F : 0 . 0 0 EL E V : 9 7 . 7 4 OF F : 1 0 . 0 0 EL E V : 9 7 . 5 4 -2.0%-2.0% 403 405 406 S109 S110 S110 S110 S116 SSMH#A18 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS8 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (B A N K H E A D B L V D . ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 0+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 7 . 6 6 OF F : - 2 5 . 0 0 EL E V : 9 7 . 5 7 OF F : - 1 7 . 9 0 EL E V : 9 7 . 6 1 OF F : - 8 . 2 4 EL E V : 9 7 . 6 5 OF F : - 0 . 0 2 EL E V : 9 7 . 6 6 OF F : 2 2 . 6 8 EL E V : 9 7 . 5 8 OF F : 2 5 . 0 0 EL E V : 9 7 . 5 6 OF F : 0 . 0 0 EL E V : 9 7 . 6 6 OF F : 0 . 0 2 EL E V : 9 7 . 6 6 OF F : 3 . 4 2 EL E V : 9 7 . 6 5 OF F : 1 3 . 9 3 EL E V : 9 7 . 6 3 0+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : - 1 0 . 0 0 EL E V : 9 7 . 0 2 OF F : 0 . 0 0 EL E V : 9 7 . 2 2 OF F : 1 0 . 0 0 EL E V : 9 7 . 0 2 OF F : 0 . 0 0 EL E V : 9 7 . 2 2 OF F : 0 . 0 0 EL E V : 9 7 . 2 2 OF F : - 1 0 . 0 0 EL E V : 9 7 . 0 2 OF F : 0 . 0 0 EL E V : 9 7 . 2 2 OF F : 1 0 . 0 0 EL E V : 9 7 . 0 2 -2.0%-2.0%-2.0%-2.0% 1+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 7 8 OF F : - 1 0 . 0 0 EL E V : 9 6 . 5 8 OF F : 0 . 0 0 EL E V : 9 6 . 7 8 OF F : 1 0 . 0 0 EL E V : 9 6 . 5 8 -2.0%-2.0% 1+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 3 5 OF F : - 1 0 . 0 0 EL E V : 9 6 . 1 5 OF F : 0 . 0 0 EL E V : 9 6 . 3 5 OF F : 1 0 . 0 0 EL E V : 9 6 . 1 5 -2.0%-2.0% 1+67 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 1 9 OF F : - 1 0 . 0 0 EL E V : 9 5 . 9 9 OF F : 0 . 0 0 EL E V : 9 6 . 1 9 OF F : 1 0 . 0 0 EL E V : 9 5 . 9 9 -2.0%-2.0% 307 307 307 S117 S117 S117 S117 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS9 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (C A L Y P S O D R . ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 0+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 2 2 . 6 8 EL E V : 9 7 . 8 7 OF F : 0 . 0 0 EL E V : 9 7 . 9 0 OF F : 0 . 0 2 EL E V : 9 7 . 9 0 OF F : 3 . 4 2 EL E V : 9 7 . 9 1 OF F : 1 3 . 9 3 EL E V : 9 7 . 9 0 OF F : 0 . 0 0 EL E V : 9 7 . 9 0 OF F : - 2 5 . 0 0 EL E V : 9 7 . 7 5 OF F : - 1 7 . 9 0 EL E V : 9 7 . 8 1 OF F : - 8 . 2 4 EL E V : 9 7 . 8 7 OF F : - 0 . 0 2 EL E V : 9 7 . 9 0 0+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 1 0 . 0 0 EL E V : 9 7 . 0 2 OF F : 0 . 0 0 EL E V : 9 7 . 2 2 OF F : - 1 0 . 0 0 EL E V : 9 7 . 0 2 OF F : 0 . 0 0 EL E V : 9 7 . 2 2 OF F : 0 . 0 0 EL E V : 9 7 . 2 2 OF F : - 1 0 . 0 0 EL E V : 9 7 . 0 2 OF F : 0 . 0 0 EL E V : 9 7 . 2 2 OF F : 1 0 . 0 0 EL E V : 9 7 . 0 2 2.0%2.0%-2.0%-2.0% 1+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 6 . 5 3 OF F : - 1 0 . 0 0 EL E V : 9 6 . 3 3 OF F : 0 . 0 0 EL E V : 9 6 . 5 3 OF F : 1 0 . 0 0 EL E V : 9 6 . 3 3 -2.0%-2.0% 1+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 5 . 8 5 OF F : - 1 0 . 0 0 EL E V : 9 5 . 6 5 OF F : 0 . 0 0 EL E V : 9 5 . 8 5 OF F : 1 0 . 0 0 EL E V : 9 5 . 6 5 -2.0%-2.0% 1+68 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 5 . 6 1 OF F : - 1 0 . 0 0 EL E V : 9 5 . 4 1 OF F : 0 . 0 0 EL E V : 9 5 . 6 1 OF F : 1 0 . 0 0 EL E V : 9 5 . 4 1 -2.0%-2.0% S118 S118 S118 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS10 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (D A M S E L D R . ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 0+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 0+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 1+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 1+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 2+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 2+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 3+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 3+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 4+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 4+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 5+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 5+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L OF F : - 3 . 4 4 EL E V : 9 1 . 8 1 OF F : 0 . 0 0 EL E V : 9 1 . 3 3 OF F : 3 . 6 6 EL E V : 9 1 . 8 8 OF F : - 5 . 0 9 EL E V : 9 1 . 7 8 OF F : 0 . 0 0 EL E V : 9 0 . 7 5 OF F : 5 . 4 9 EL E V : 9 1 . 9 2 OF F : - 4 . 5 8 EL E V : 9 1 . 8 6 OF F : 0 . 0 0 EL E V : 9 1 . 0 0 OF F : 5 . 1 4 EL E V : 9 2 . 0 5 OF F : - 5 . 5 2 EL E V : 9 2 . 6 4 OF F : 0 . 0 0 EL E V : 9 1 . 4 6 OF F : 6 . 1 5 EL E V : 9 2 . 8 5 OF F : - 6 . 3 5 EL E V : 9 3 . 4 3 OF F : 0 . 0 0 EL E V : 9 1 . 9 8 OF F : 6 . 7 0 EL E V : 9 3 . 5 5 OF F : - 7 . 0 0 EL E V : 9 4 . 1 7 OF F : 0 . 0 0 EL E V : 9 2 . 5 0 OF F : 7 . 3 8 EL E V : 9 4 . 3 0 OF F : - 7 . 2 7 EL E V : 9 4 . 7 8 OF F : 0 . 0 0 EL E V : 9 3 . 0 2 OF F : 7 . 6 7 EL E V : 9 4 . 9 1 OF F : - 7 . 0 8 EL E V : 9 5 . 1 0 OF F : 0 . 0 0 EL E V : 9 3 . 4 1 OF F : 7 . 2 2 EL E V : 9 5 . 1 5 OF F : - 7 . 0 0 EL E V : 9 5 . 3 2 OF F : 0 . 0 0 EL E V : 9 3 . 6 6 OF F : 7 . 1 1 EL E V : 9 5 . 3 6 OF F : - 6 . 9 6 EL E V : 9 5 . 5 6 OF F : 0 . 0 0 EL E V : 9 3 . 9 1 OF F : 7 . 0 6 EL E V : 9 5 . 5 9 OF F : - 6 . 8 3 EL E V : 9 5 . 7 7 OF F : 0 . 0 0 EL E V : 9 4 . 1 6 OF F : 6 . 9 4 EL E V : 9 5 . 8 0 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS11 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (D I T C H A ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 6+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 6+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 7+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 7+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 8+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 8+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 9+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 9+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 10+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 10+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 10+65 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : - 6 . 7 4 EL E V : 9 5 . 9 8 OF F : 0 . 0 0 EL E V : 9 4 . 4 1 OF F : 6 . 7 8 EL E V : 9 6 . 0 0 OF F : - 6 . 0 3 EL E V : 9 6 . 0 0 OF F : 0 . 0 0 EL E V : 9 4 . 6 6 OF F : 6 . 0 3 EL E V : 9 6 . 0 0 OF F : - 5 . 2 8 EL E V : 9 6 . 0 0 OF F : 0 . 0 0 EL E V : 9 4 . 9 1 OF F : 5 . 2 8 EL E V : 9 6 . 0 0 OF F : - 4 . 5 3 EL E V : 9 6 . 0 0 OF F : 0 . 0 0 EL E V : 9 5 . 1 6 OF F : 4 . 5 3 EL E V : 9 6 . 0 0 OF F : - 3 . 7 8 EL E V : 9 6 . 0 0 OF F : 0 . 0 0 EL E V : 9 5 . 4 1 OF F : 3 . 7 8 EL E V : 9 6 . 0 0 OF F : - 3 . 0 0 EL E V : 9 5 . 9 9 OF F : 0 . 0 0 EL E V : 9 5 . 6 6 OF F : 3 . 0 2 EL E V : 9 5 . 9 9 OFF: -2.29 ELEV: 96.00 OF F : 0 . 0 0 EL E V : 9 5 . 9 1 OFF: 2.29 ELEV: 96.00 OFF: -2.62 ELEV: 96.01 OF F : 0 . 0 0 EL E V : 9 5 . 8 0 OFF: 2.62 ELEV: 96.01 OF F : - 3 . 3 9 EL E V : 9 6 . 0 2 OF F : 0 . 0 0 EL E V : 9 5 . 5 5 OF F : 3 . 3 9 EL E V : 9 6 . 0 2 OF F : - 4 . 1 5 EL E V : 9 6 . 0 2 OF F : 0 . 0 0 EL E V : 9 5 . 3 0 OF F : 4 . 1 3 EL E V : 9 6 . 0 1 OFF: -2.00 ELEV: 96.08 OF F : 0 . 0 0 EL E V : 9 6 . 0 8 OFF: 2.00 ELEV: 96.08 SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L 309 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS12 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (D I T C H A ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 0+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 0+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 1+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 1+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 2+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 2+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 3+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 3+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 4+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 4+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 5+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 5+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : - 2 5 . 0 0 EL E V : 9 3 . 5 6 OF F : - 7 . 0 0 EL E V : 9 3 . 2 1 OF F : 7 . 0 0 EL E V : 9 3 . 2 1 OF F : 2 5 . 0 0 EL E V : 9 3 . 5 6 OF F : - 7 . 0 0 EL E V : 9 2 . 5 1 OF F : 0 . 0 0 EL E V : 9 1 . 5 1 OF F : 7 . 0 0 EL E V : 9 2 . 5 1 OF F : - 2 5 . 0 0 EL E V : 9 3 . 7 4 OF F : - 7 . 0 0 EL E V : 9 3 . 4 6 OF F : 7 . 0 0 EL E V : 9 3 . 4 6 OF F : 2 5 . 0 0 EL E V : 9 3 . 9 2 OF F : - 7 . 0 0 EL E V : 9 2 . 8 3 OF F : 0 . 0 0 EL E V : 9 1 . 8 3 OF F : 7 . 0 0 EL E V : 9 2 . 8 3 OF F : - 2 5 . 0 0 EL E V : 9 4 . 0 6 OF F : - 7 . 0 0 EL E V : 9 3 . 7 2 OF F : 7 . 0 0 EL E V : 9 3 . 7 2 OF F : 2 5 . 0 0 EL E V : 9 4 . 7 0 OF F : - 7 . 0 0 EL E V : 9 3 . 1 5 OF F : 0 . 0 0 EL E V : 9 2 . 1 5 OF F : 7 . 0 0 EL E V : 9 3 . 1 5 OF F : - 2 5 . 0 0 EL E V : 9 4 . 4 9 OF F : - 7 . 0 0 EL E V : 9 3 . 9 7 OF F : 7 . 0 0 EL E V : 9 3 . 9 7 OF F : 2 5 . 0 0 EL E V : 9 5 . 1 3 OF F : - 7 . 0 0 EL E V : 9 3 . 4 7 OF F : 0 . 0 0 EL E V : 9 2 . 4 6 OF F : 7 . 0 0 EL E V : 9 3 . 4 7 OF F : - 2 5 . 0 0 EL E V : 9 4 . 5 5 OF F : - 7 . 0 0 EL E V : 9 4 . 2 2 OF F : 7 . 0 0 EL E V : 9 4 . 2 2 OF F : 2 5 . 0 0 EL E V : 9 5 . 1 9 OF F : - 7 . 0 0 EL E V : 9 3 . 7 8 OF F : 0 . 0 0 EL E V : 9 2 . 7 8 OF F : 7 . 0 0 EL E V : 9 3 . 7 8 OF F : - 2 5 . 0 0 EL E V : 9 5 . 1 3 OF F : - 7 . 0 0 EL E V : 9 4 . 4 8 OF F : 7 . 0 0 EL E V : 9 4 . 4 8 OF F : 2 5 . 0 0 EL E V : 9 5 . 7 8 OF F : - 7 . 0 0 EL E V : 9 4 . 1 0 OF F : 0 . 0 0 EL E V : 9 3 . 1 0 OF F : 7 . 0 0 EL E V : 9 4 . 1 0 OF F : - 2 5 . 0 0 EL E V : 9 5 . 7 3 OF F : - 7 . 0 0 EL E V : 9 4 . 7 3 OF F : 7 . 0 0 EL E V : 9 4 . 7 3 OF F : 2 5 . 0 0 EL E V : 9 6 . 1 2 OF F : - 7 . 0 0 EL E V : 9 4 . 4 2 OF F : 0 . 0 0 EL E V : 9 3 . 4 2 OF F : 7 . 0 0 EL E V : 9 4 . 4 2 OF F : - 2 5 . 0 0 EL E V : 9 5 . 9 1 OF F : - 7 . 0 0 EL E V : 9 4 . 9 8 OF F : 7 . 0 0 EL E V : 9 4 . 9 8 OF F : 2 5 . 0 0 EL E V : 9 6 . 2 3 OF F : - 7 . 0 0 EL E V : 9 4 . 7 3 OF F : 0 . 0 0 EL E V : 9 3 . 7 3 OF F : 7 . 0 0 EL E V : 9 4 . 7 3 OF F : - 2 5 . 0 0 EL E V : 9 6 . 5 1 OF F : - 5 . 8 0 EL E V : 9 5 . 0 4 OF F : 2 5 . 0 0 EL E V : 9 6 . 6 8 OF F : - 6 . 9 4 EL E V : 9 5 . 0 4 OF F : 0 . 0 0 EL E V : 9 4 . 0 5 OF F : 6 . 9 6 EL E V : 9 5 . 0 4 OF F : - 2 5 . 0 0 EL E V : 9 6 . 6 7 OF F : - 4 . 1 9 EL E V : 9 5 . 0 2 OF F : 2 5 . 0 0 EL E V : 9 6 . 7 9 OF F : - 4 . 9 4 EL E V : 9 5 . 0 2 OF F : 0 . 0 0 EL E V : 9 4 . 3 7 OF F : 4 . 9 6 EL E V : 9 5 . 0 3 OF F : - 2 5 . 0 0 EL E V : 9 7 . 0 8 OF F : - 2 . 5 8 EL E V : 9 5 . 0 1 OF F : 2 . 5 8 EL E V : 9 5 . 0 1 OF F : 2 5 . 0 0 EL E V : 9 7 . 0 8 OF F : - 2 . 9 5 EL E V : 9 5 . 0 1 OF F : 0 . 0 0 EL E V : 9 4 . 6 8 OF F : 2 . 9 6 EL E V : 9 5 . 0 1 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE PROPOSED GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS13 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (D I T C H B ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 0+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 0+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 1+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 1+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 2+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 2+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 3+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 3+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 4+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 4+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 5+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 5+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 0 . 0 0 EL E V : 9 0 . 9 1 OF F : 5 . 7 9 EL E V : 9 1 . 6 0 OF F : 2 5 . 0 0 EL E V : 9 1 . 8 1 OF F : - 5 . 4 7 EL E V : 9 1 . 5 0 OF F : 0 . 0 0 EL E V : 9 0 . 3 4 OF F : 5 . 7 9 EL E V : 9 1 . 6 0 OF F : 6 . 3 2 EL E V : 9 2 . 2 8 OF F : 2 5 . 0 0 EL E V : 9 3 . 3 9 OFF: -6.17 ELEV: 92.23 OF F : 0 . 0 0 EL E V : 9 0 . 8 4 OF F : 6 . 3 2 EL E V : 9 2 . 2 8 OF F : 6 . 8 1 EL E V : 9 2 . 9 5 OF F : 2 5 . 0 0 EL E V : 9 3 . 3 9 OFF: -6.61 ELEV: 92.88 OF F : 0 . 0 0 EL E V : 9 1 . 3 4 OF F : 6 . 8 1 EL E V : 9 2 . 9 5 OF F : 6 . 8 9 EL E V : 9 3 . 4 7 OF F : 2 5 . 0 0 EL E V : 9 4 . 1 9 OFF: -6.73 ELEV: 93.42 OF F : 0 . 0 0 EL E V : 9 1 . 8 4 OF F : 6 . 8 9 EL E V : 9 3 . 4 7 OF F : 6 . 9 3 EL E V : 9 3 . 9 9 OF F : 2 5 . 0 0 EL E V : 9 4 . 1 9 OFF: -6.77 ELEV: 93.94 OF F : 0 . 0 0 EL E V : 9 2 . 3 5 OF F : 6 . 9 3 EL E V : 9 3 . 9 9 OF F : 6 . 5 0 EL E V : 9 4 . 3 5 OF F : 2 5 . 0 0 EL E V : 9 4 . 7 2 OFF: -6.41 ELEV: 94.32 OF F : 0 . 0 0 EL E V : 9 2 . 8 5 OF F : 6 . 5 0 EL E V : 9 4 . 3 5 OF F : 6 . 8 4 EL E V : 9 4 . 7 1 OF F : 2 5 . 0 0 EL E V : 9 4 . 7 2 OFF: -6.73 ELEV: 94.68 OF F : 0 . 0 0 EL E V : 9 3 . 1 0 OF F : 6 . 8 4 EL E V : 9 4 . 7 1 OF F : 7 . 0 5 EL E V : 9 5 . 0 3 OF F : 2 5 . 0 0 EL E V : 9 5 . 2 2 OFF: -6.99 ELEV: 95.01 OF F : 0 . 0 0 EL E V : 9 3 . 3 5 OF F : 7 . 0 5 EL E V : 9 5 . 0 3 OF F : 6 . 7 8 EL E V : 9 5 . 2 0 OF F : 2 5 . 0 0 EL E V : 9 5 . 4 2 OFF: -6.74 ELEV: 95.18 OF F : 0 . 0 0 EL E V : 9 3 . 6 0 OF F : 6 . 7 8 EL E V : 9 5 . 2 0 OF F : 6 . 5 2 EL E V : 9 5 . 3 6 OF F : 2 5 . 0 0 EL E V : 9 5 . 4 7 OFF: -6.48 ELEV: 95.34 OF F : 0 . 0 0 EL E V : 9 3 . 8 5 OF F : 6 . 5 2 EL E V : 9 5 . 3 6 OF F : 6 . 2 0 EL E V : 9 5 . 5 0 OF F : 2 5 . 0 0 EL E V : 9 6 . 3 9 OFF: -6.21 ELEV: 95.51 OF F : 0 . 0 0 EL E V : 9 4 . 1 0 OF F : 6 . 2 0 EL E V : 9 5 . 5 0 NO R T H P L NO R T H P L NO R T H P L NO R T H P L NO R T H P L NO R T H P L NO R T H P L NO R T H P L NO R T H P L NO R T H P L NO R T H P L NO R T H P L 200 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS14 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (D I T C H C ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 6+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 6+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 7+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 7+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 8+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 8+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 8+56 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 5 . 7 6 EL E V : 9 5 . 6 1 OF F : 2 5 . 0 0 EL E V : 9 6 . 5 9 OF F : - 5 . 8 6 EL E V : 9 5 . 6 4 OF F : 0 . 0 0 EL E V : 9 4 . 3 5 OF F : 5 . 7 6 EL E V : 9 5 . 6 1 OF F : 5 . 3 0 EL E V : 9 5 . 7 0 OF F : 2 5 . 0 0 EL E V : 9 7 . 0 8 OF F : - 5 . 4 0 EL E V : 9 5 . 7 4 OF F : 0 . 0 0 EL E V : 9 4 . 6 0 OF F : 5 . 3 0 EL E V : 9 5 . 7 0 OF F : 4 . 8 1 EL E V : 9 5 . 7 9 OF F : 2 5 . 0 0 EL E V : 9 7 . 7 6 OF F : - 4 . 9 3 EL E V : 9 5 . 8 3 OF F : 0 . 0 0 EL E V : 9 4 . 8 6 OF F : 4 . 8 1 EL E V : 9 5 . 7 9 OF F : 4 . 1 9 EL E V : 9 5 . 8 4 OF F : 2 5 . 0 0 EL E V : 9 7 . 7 6 OF F : - 4 . 3 0 EL E V : 9 5 . 8 7 OF F : 0 . 0 0 EL E V : 9 5 . 1 1 OF F : 4 . 1 9 EL E V : 9 5 . 8 4 OF F : 3 . 0 5 EL E V : 9 5 . 7 1 OF F : 2 5 . 0 0 EL E V : 9 8 . 4 4 OF F : - 3 . 1 6 EL E V : 9 5 . 7 5 OF F : 0 . 0 0 EL E V : 9 5 . 3 6 OF F : 3 . 0 5 EL E V : 9 5 . 7 1 OF F : - 1 . 9 2 EL E V : 9 5 . 8 7 OF F : 0 . 0 0 EL E V : 9 5 . 7 6 OF F : 2 5 . 0 0 EL E V : 9 7 . 9 7 OFF: -2.16 ELEV: 95.66 OFF: 2.08 ELEV: 95.64 OF F : - 2 . 5 3 EL E V : 9 5 . 8 9 OF F : 0 . 0 0 EL E V : 9 5 . 7 4 OF F : 2 5 . 0 0 EL E V : 9 7 . 7 2 OFF: -2.04 ELEV: 95.65 OF F : 0 . 0 0 EL E V : 9 5 . 6 4 OFF: 2.04 ELEV: 95.63 OF F : 0 . 0 0 EL E V : 9 6 . 1 6 OF F : 2 5 . 0 0 EL E V : 9 6 . 5 0 NO R T H P L NO R T H P L NO R T H P L NO R T H P L NO R T H P L NO R T H P L NO R T H P L PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS15 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (D I T C H C ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 0+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 0+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 1+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 1+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 2+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 2+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 3+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 3+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 4+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 4+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 5+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 5+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : - 2 . 0 1 EL E V : 9 6 . 3 3 OF F : 0 . 0 0 EL E V : 9 6 . 3 2 OF F : 2 . 0 1 EL E V : 9 6 . 3 2 OF F : - 2 5 . 0 0 EL E V : 9 6 . 9 2 OF F : 0 . 0 0 EL E V : 9 6 . 7 1 OF F : - 2 5 . 0 0 EL E V : 9 8 . 2 8 OF F : - 5 . 0 1 EL E V : 9 6 . 5 5 OF F : - 5 . 0 1 EL E V : 9 6 . 5 5 OF F : 0 . 0 0 EL E V : 9 5 . 5 5 OF F : 4 . 9 5 EL E V : 9 6 . 5 3 OF F : - 2 5 . 0 0 EL E V : 9 8 . 3 1 OF F : - 4 . 9 1 EL E V : 9 6 . 7 9 OF F : - 4 . 9 1 EL E V : 9 6 . 7 9 OF F : 0 . 0 0 EL E V : 9 5 . 8 2 OF F : 4 . 8 7 EL E V : 9 6 . 7 7 OF F : - 2 5 . 0 0 EL E V : 9 8 . 3 3 OF F : - 4 . 7 0 EL E V : 9 6 . 9 8 OF F : - 4 . 7 0 EL E V : 9 6 . 9 8 OF F : 0 . 0 0 EL E V : 9 6 . 0 8 OF F : 4 . 7 1 EL E V : 9 6 . 9 9 OF F : - 2 5 . 0 0 EL E V : 9 9 . 0 2 OF F : - 4 . 3 9 EL E V : 9 7 . 1 5 OF F : - 4 . 3 9 EL E V : 9 7 . 1 5 OF F : 0 . 0 0 EL E V : 9 6 . 3 5 OF F : 4 . 5 0 EL E V : 9 7 . 1 8 OF F : - 2 5 . 0 0 EL E V : 9 9 . 2 8 OF F : - 4 . 5 7 EL E V : 9 7 . 4 7 OF F : - 4 . 5 7 EL E V : 9 7 . 4 7 OF F : 0 . 0 0 EL E V : 9 6 . 6 2 OF F : 4 . 8 3 EL E V : 9 7 . 5 6 OF F : - 2 5 . 0 0 EL E V : 9 9 . 5 3 OF F : - 4 . 5 2 EL E V : 9 7 . 7 2 OF F : - 4 . 5 2 EL E V : 9 7 . 7 2 OF F : 0 . 0 0 EL E V : 9 6 . 8 8 OF F : 4 . 8 6 EL E V : 9 7 . 8 4 OF F : - 2 5 . 0 0 EL E V : 1 0 0 . 0 1 OF F : - 4 . 2 9 EL E V : 9 7 . 9 1 OF F : - 4 . 2 9 EL E V : 9 7 . 9 1 OF F : 0 . 0 0 EL E V : 9 7 . 1 5 OF F : 4 . 3 8 EL E V : 9 7 . 9 4 OF F : - 2 5 . 0 0 EL E V : 1 0 0 . 0 1 OF F : - 3 . 6 3 EL E V : 9 7 . 9 6 OF F : - 3 . 6 3 EL E V : 9 7 . 9 6 OF F : 0 . 0 0 EL E V : 9 7 . 4 2 OF F : 3 . 6 8 EL E V : 9 7 . 9 8 OF F : - 2 5 . 0 0 EL E V : 1 0 0 . 4 7 OFF: -2.79 ELEV: 97.95 OF F : 0 . 0 0 EL E V : 9 7 . 6 8 OFF: 2.83 ELEV: 97.96 OF F : - 2 5 . 0 0 EL E V : 1 0 0 . 2 5 OFF: -2.03 ELEV: 97.96 OF F : 0 . 0 0 EL E V : 9 7 . 9 5 OFF: 2.07 ELEV: 97.97 OF F : - 2 5 . 0 0 EL E V : 1 0 0 . 2 5 OF F : - 2 . 9 0 EL E V : 9 7 . 9 7 OF F : - 2 . 9 0 EL E V : 9 7 . 9 7 OF F : 0 . 0 0 EL E V : 9 7 . 6 7 OF F : 2 . 9 5 EL E V : 9 7 . 9 9 SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L 310 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS16 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (D I T C H D ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 6+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 6+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 7+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 7+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 8+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 8+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 9+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 9+05 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : - 2 5 . 0 0 EL E V : 9 9 . 7 8 OF F : - 3 . 6 7 EL E V : 9 7 . 9 5 OF F : - 3 . 6 7 EL E V : 9 7 . 9 5 OF F : 0 . 0 0 EL E V : 9 7 . 3 9 OF F : 3 . 7 8 EL E V : 9 7 . 9 8 OF F : - 2 5 . 0 0 EL E V : 9 9 . 5 5 OF F : - 4 . 4 8 EL E V : 9 7 . 9 4 OF F : - 4 . 4 8 EL E V : 9 7 . 9 4 OF F : 0 . 0 0 EL E V : 9 7 . 1 1 OF F : 4 . 6 2 EL E V : 9 7 . 9 9 OF F : - 2 5 . 0 0 EL E V : 9 9 . 3 2 OF F : - 5 . 2 8 EL E V : 9 7 . 9 3 OF F : - 5 . 2 8 EL E V : 9 7 . 9 3 OF F : 0 . 0 0 EL E V : 9 6 . 8 4 OF F : 5 . 4 7 EL E V : 9 7 . 9 9 OF F : - 2 5 . 0 0 EL E V : 9 9 . 0 9 OF F : - 6 . 0 7 EL E V : 9 7 . 9 1 OF F : - 6 . 0 7 EL E V : 9 7 . 9 1 OF F : 0 . 0 0 EL E V : 9 6 . 5 6 OF F : 6 . 3 0 EL E V : 9 7 . 9 9 OF F : - 2 5 . 0 0 EL E V : 9 9 . 0 8 OF F : - 6 . 5 9 EL E V : 9 7 . 8 1 OF F : - 6 . 5 9 EL E V : 9 7 . 8 1 OF F : 0 . 0 0 EL E V : 9 6 . 2 8 OF F : 6 . 9 4 EL E V : 9 7 . 9 3 OF F : - 2 5 . 0 0 EL E V : 9 8 . 6 0 OF F : - 6 . 4 9 EL E V : 9 7 . 5 0 OF F : - 6 . 4 9 EL E V : 9 7 . 5 0 OF F : 0 . 0 0 EL E V : 9 6 . 0 0 OF F : 6 . 5 6 EL E V : 9 7 . 5 2 OF F : - 2 5 . 0 0 EL E V : 9 8 . 1 9 OF F : - 6 . 3 1 EL E V : 9 7 . 3 0 OF F : - 5 . 1 2 EL E V : 9 7 . 1 9 OF F : 0 . 0 0 EL E V : 9 6 . 1 5 OF F : 5 . 9 3 EL E V : 9 7 . 4 5 OF F : - 2 5 . 0 0 EL E V : 9 7 . 9 7 OF F : 0 . 0 0 EL E V : 9 8 . 1 0 SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L SO U T H P L 406 D8 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS17 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (D I T C H D ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 0+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 0+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 1+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 1+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 2+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 2+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 3+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 3+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 4+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 4+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 5+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 5+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : - 1 . 0 4 EL E V : 9 5 . 9 3 OF F : 0 . 0 0 EL E V : 9 5 . 9 4 OF F : 1 . 0 4 EL E V : 9 5 . 9 5 OF F : 2 5 . 0 0 EL E V : 9 7 . 9 9 OF F : - 2 5 . 0 0 EL E V : 9 7 . 7 5 OF F : - 5 . 7 8 EL E V : 9 6 . 3 2 OF F : 0 . 0 0 EL E V : 9 5 . 5 2 OF F : 8 . 0 0 EL E V : 9 6 . 6 9 OF F : 2 5 . 0 0 EL E V : 9 8 . 2 8 OF F : - 2 5 . 0 0 EL E V : 9 7 . 6 1 OF F : - 6 . 1 0 EL E V : 9 6 . 6 3 OF F : 0 . 0 0 EL E V : 9 5 . 7 8 OF F : 6 . 6 6 EL E V : 9 6 . 7 2 OF F : 2 5 . 0 0 EL E V : 9 8 . 3 8 OF F : - 2 5 . 0 0 EL E V : 9 7 . 5 4 OF F : - 4 . 8 3 EL E V : 9 6 . 6 7 OF F : 0 . 0 0 EL E V : 9 6 . 0 4 OF F : 5 . 2 7 EL E V : 9 6 . 7 5 OF F : 2 5 . 0 0 EL E V : 9 8 . 8 5 OF F : - 2 5 . 0 0 EL E V : 9 7 . 6 6 OF F : - 4 . 3 5 EL E V : 9 6 . 8 5 OF F : 0 . 0 0 EL E V : 9 6 . 3 0 OF F : 4 . 7 2 EL E V : 9 6 . 9 2 OF F : 2 5 . 0 0 EL E V : 9 8 . 9 6 OF F : - 2 5 . 0 0 EL E V : 9 7 . 7 7 OF F : - 3 . 6 9 EL E V : 9 7 . 0 0 OF F : 0 . 0 0 EL E V : 9 6 . 5 5 OF F : 3 . 7 2 EL E V : 9 7 . 0 1 OF F : 2 5 . 0 0 EL E V : 9 9 . 2 7 OF F : - 2 5 . 0 0 EL E V : 9 8 . 0 5 OFF: -2.34 ELEV: 97.04 OF F : 0 . 0 0 EL E V : 9 6 . 8 1 OFF: 2.43 ELEV: 97.05 OF F : 2 5 . 0 0 EL E V : 9 9 . 6 6 OF F : - 2 5 . 0 0 EL E V : 9 8 . 2 6 OFF: -1.10 ELEV: 97.09 OF F : 0 . 0 0 EL E V : 9 7 . 0 7 OFF: 1.14 ELEV: 97.09 OF F : - 2 5 . 0 0 EL E V : 9 7 . 0 3 OF F : 0 . 0 0 EL E V : 9 7 . 1 0 OF F : 2 5 . 0 0 EL E V : 9 7 . 1 7 OF F : 2 5 . 0 0 EL E V : 9 9 . 6 7 OFF: 2.72 ELEV: 97.27OF F : - 2 5 . 0 0 EL E V : 9 8 . 2 6 OFF: -2.64 ELEV: 97.17 OF F : 0 . 0 0 EL E V : 9 7 . 0 7 OF F : 2 5 . 0 0 EL E V : 9 9 . 4 5 OF F : - 2 5 . 0 0 EL E V : 9 8 . 5 8 OFF: -2.63 ELEV: 97.09 OF F : 0 . 0 0 EL E V : 9 6 . 8 1 OFF: 2.72 ELEV: 97.10 OF F : 2 5 . 0 0 EL E V : 9 9 . 1 4 OF F : - 2 5 . 0 0 EL E V : 9 8 . 6 7 OF F : - 4 . 0 2 EL E V : 9 7 . 0 6 OF F : 0 . 0 0 EL E V : 9 6 . 5 6 OF F : 4 . 1 6 EL E V : 9 7 . 0 8 OF F : 2 5 . 0 0 EL E V : 9 9 . 0 3 OF F : - 2 5 . 0 0 EL E V : 9 8 . 6 4 OF F : - 5 . 3 0 EL E V : 9 7 . 0 2 OF F : 0 . 0 0 EL E V : 9 6 . 3 0 OF F : 5 . 4 7 EL E V : 9 7 . 0 5 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS18 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (D I T C H E ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 6+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 6+50 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 7+00 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 7+30 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 80.0 82.5 85.0 87.5 90.0 92.5 95.0 97.5 100.0 102.5 105.0 107.5 110.0 112.5 0 10 20 300-10-20-30 OF F : 2 5 . 0 0 EL E V : 9 8 . 7 3 OF F : - 2 5 . 0 0 EL E V : 9 8 . 6 4 OF F : - 6 . 0 4 EL E V : 9 6 . 8 8 OF F : 0 . 0 0 EL E V : 9 6 . 0 4 OF F : 6 . 4 4 EL E V : 9 6 . 9 5 OF F : 2 5 . 0 0 EL E V : 9 8 . 6 0 OF F : - 2 5 . 0 0 EL E V : 9 8 . 5 5 OF F : - 6 . 1 2 EL E V : 9 6 . 6 4 OF F : 0 . 0 0 EL E V : 9 5 . 7 9 OF F : 6 . 5 3 EL E V : 9 6 . 7 1 OF F : 2 5 . 0 0 EL E V : 9 8 . 2 6 OF F : - 2 5 . 0 0 EL E V : 9 7 . 2 8 OF F : - 7 . 4 8 EL E V : 9 6 . 4 4 OF F : - 6 . 0 2 EL E V : 9 6 . 3 7 OF F : 0 . 0 0 EL E V : 9 5 . 5 3 OF F : 6 . 3 6 EL E V : 9 6 . 4 2 OF F : 1 . 0 3 EL E V : 9 6 . 2 3 OF F : 2 5 . 0 0 EL E V : 9 8 . 2 4 OF F : - 7 . 0 3 EL E V : 9 7 . 6 4 OF F : - 1 . 0 3 EL E V : 9 6 . 2 2 OF F : - 2 5 . 0 0 EL E V : 9 7 . 3 6 OF F : - 7 . 1 1 EL E V : 9 7 . 6 5 OF F : 0 . 0 0 EL E V : 9 6 . 2 3 407 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE SHEET SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call 0 5 10 VERTICAL SCALE: 1" = 10' 50 10 20 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 10' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 XS19 20211019 TLS DRAWN: DATE: SCALE: JOB No.: 1/5/26 SEE DWG AS - B U I L T CR O S S S E C T I O N S (D I T C H E ) Gr e e n f i e l d s Su b d i v i s i o n Fa i r h o p e , A l a b a m a 3 6 5 3 2 1/ 5 / 2 6 CONCDRIVE DIRT DRIVE 93 92 93 94 95 94 95 95 95959495 92 93 88 89 90 91 8786 88 89 90 91 90 91 92 93 94 95 96 96 97 98 98 98 97 9596 94 92 93 91 90 91 92 93 94 95 96 97 94 95 96 94 95 97 97 95 96 97 96 95 95 94 92 93 95 93 94 24 " R C P IN V 8 5 . 3 8 ' 15 " R C P IN V 9 3 . 4 1 ' IN V 9 2 . 9 1 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3334353637383940414243444546 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 6768697071727374757677787980 GREEN FIELDS DR.GREEN FIELDS DR. GREEN FIELDS DR. CA L Y P S O DR . DA M S E L DR . BANKHEAD BLVD. BA N K H E A D BL V D . BANKHEAD BLVD. BA N K H E A D BL V D . LOT 36 PAD=98.50 LOT 35 PAD=98.50 LOT 34 PAD=99.00 LOT 33 PAD=99.50 LOT 32 PAD=99.50 LOT 31 PAD=99.25 LOT 30 PAD=99.00 LOT 29 PAD=98.50 LOT 28 PAD=98.00 LOT 27 PAD=98.25 LOT 26 PAD=98.50 LOT 25 PAD=98.75 LOT 37 PAD=99.00 LOT 38 PAD=98.75 LOT 39 PAD=98.00 LOT 40 PAD=97.25 LOT 41 PAD=96.50 LOT 42 PAD=95.50 LOT 43 PAD=95.25 LOT 44 PAD=94.75 LOT 45 PAD=94.25LOT 46 PAD=93.50 LOT 47 PAD=92.50 LOT 48 PAD=92.75 LOT 49 PAD=93.25 LOT 50 PAD=93.75 LOT 51 PAD=93.75 LOT 52 PAD=95.25 LOT 53 PAD=95.75 LOT 54 PAD=96.50 LOT 55 PAD=97.00 LOT 56 PAD=97.50 LOT 57 PAD=98.00 LOT 58 PAD=98.75 LOT 59 PAD=99.25 LOT 60 PAD=99.75 LOT 61 PAD=100.25 LOT 62 PAD=100.75 LOT 63 PAD=100.50 LOT 64 PAD=100.00 LOT 65 PAD=99.75 LOT 66 PAD=99.25 LOT 1 PAD=92.25 LOT 2 PAD=92.25 LOT 3 PAD=93.50 LOT 4 PAD=94.50 LOT 5 PAD=95.50 LOT 6 PAD=95.75 LOT 7 PAD=96.00 LOT 8 PAD=96.25 LOT 9 PAD=96.50 LOT 10 PAD=97.00 LOT 11 PAD=97.50 LOT 12 PAD=98.00 LOT 13 PAD=98.50 LOT 15 PAD=98.50 LOT 16 PAD=99.25 LOT 17 PAD=99.75 LOT 18 PAD=100.25 LOT 19 PAD=100.75 LOT 20 PAD=100.50 LOT 21 PAD=100.00 LOT 22 PAD=99.50 LOT 23 PAD=99.25 LOT 24 PAD=98.75 LOT 14 PAD=98.50 LOT 77 PAD=95.50 LOT 78 PAD=94.75 LOT 79 PAD=94.25 LOT 76 PAD=96.50 LOT 75 PAD=97.25 LOT 74 PAD=98.00 LOT 73 PAD=98.50 LOT 72 PAD=98.00 LOT 71 PAD=98.00 LOT 70 PAD=98.50 LOT 69 PAD=98.75 LOT 68 PAD=99.25 LOT 67 PAD=99.50 LOT 80 PAD=93.75WET POND 1 TOP OF POND=91.00 N.W.S.E.=86.00 BOTTOM OF POND=82.00 D.H.W.(25-YR)=88.87 D.H.W.(100-YR)=89.77 WET POND 3 TOP OF POND=96.25 N.W.S.E.=93.00 BOTTOM OF POND=89.00 D.H.W.(25-YR)=94.72 D.H.W.(100-YR)=95.26 COMMON AREA COMMON AREA COMMON AREA COMMON AREA COMMON AREA CO M M O N A R E A SA F E T Y B E N C H SA F E T Y B E N C H SAFETY BENCH SAFETY BENCH SA F E T Y B E N C H SAFETY BENCH SA F E T Y B E N C H SA F E T Y B E N C H MAIL SA F E T Y B E N C H WETLAND AREA CO U N T Y R O A D 1 3 (1 0 0 F T R . O . W ) COMMON AREA WET POND 2 TOP OF POND=96.25, N.W.S.E.=92.50 BOTTOM OF POND=89.00 D.H.W. (25-YR)=94.70, D.H.W.(100-YR)=95.27 100' (T Y P . ) 89 93 89 96 92.50 95 97 97 97 98 98 9695949291 97 98 99 99 98 97 97 97 97 949392 91 91 93 96 89 91 86 82 96 97 97 96 92 97 969796 96 98 96 97 96 96 96 96 9594939291 86 87 86 8887 92.50 9594939291 91 91 86 82 93969693 89 97 91 91 869188 82 95 97 9694 98 98 98 98 99 98 9796 95 100 100 999998 98 100 100 99 99 9999 99 98 98 98 9898999999 100 97 98 9898 98 9695 94 94 9493 98 98 98 98 97969594 95 96 97 98 93 94 95 96 97 94 95 96 97 93 9796 96 97 96 93 93 93 92 92 93 94 95 96 97 97 98 98 97 9796959493 98 9998 10 0 10 0 99 98 98 98 97 99 99 98 97 96 99 99 10 0 98 10 0 99 99 95969798 9998 97 98 9798 98 97 98 92 93 92 91868285 85 85 90 89 89 85 88 88 88 87 87 86 87 89 88 90 90 87 88 89 90 89 88 97 97 97 97 99 99 97 94 95 96 88 89 88 92 92 89929396 92 92.50 92 89 959492 96 98 9493 93 92 92 95 93 95 98 98 10092 LIFT STATION PAD FFE=91.00 9190 INSTALL GRASS LINED DITCH A, SEE DETAIL INSTALL GRASS LINED DITCH B, SEE DETAIL INSTALL GRASS LINED DITCH C, SEE DETAIL INSTALL GRASS LINED DITCH E, SEE DETAIL INSTALL GRASS LINED DITCH D, SEE DETAIL 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT PEDESTRIAN BRIDGE OVER POND OUTFALL SWALE REFER TO LANDSCAPE ARCH PLANS INSTALL OUTLET CONTROL STRUCTURE SEE SHEET C13 INSTALL OUTLET CONTROL STRUCTURE, SEE SHEET C15 INSTALL OUTLET CONTROL STRUCTURE, SEE SHEET C14 INSTALL WETLAND BUFFER SIGNS AT 100LF INTERVALS ALONG WETLAND BUFFER (TYP.) SEE DETAIL 91 91 (53) SB SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HT REMARKS TREES LT 18 LIRIODENDRON TULIPIFERA FULL HEAD, SPECIMEN QUALITY TULIP TREE CONT. OR B & B 2"8`-10`FULL HEAD, SPECIMEN QUALITY QP 169 QUERCUS PHELLOS FULL HEAD, SPECIMEN QUALITY WILLOW OAK CONT. OR B & B 2"8`-10`FULL HEAD, SPECIMEN QUALITY QV 35 QUERCUS VIRGINIANA FULL HEAD, SPECIMEN QUALITY SOUTHERN LIVE OAK CONT. OR B & B 2"8`-10`FULL HEAD, SPECIMEN QUALITY TD 19 TAXODIUM DISTICHUM FULL HEAD, SPECIMEN QUALITY BALD CYPRESS CONT. OR B & B 2"8`-10`FULL HEAD, SPECIMEN QUALITY SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT HT SPACING REMARKS SHRUBS SB 53 MYRICA CERIFERA WAX MYRTLE 3 GAL 48" o.c. SOD/SEED SOD 181,758 SF CYNODON DACTYLON `TIFWAY 419` TIFWAY 419 BERMUDA GRASS SOD PLANT SCHEDULE 88 89 86 87 86 8887 85 88 88 88 PEDESTRIAN BRIDGE OVER POND OUTFALL SWALE REFER TO LANDSCAPE ARCH PLANS © 00 100'200' N O R T H Sc: 1"= 100' LANDSCAPE PLANTING PLAN1 GENERAL NOTES DISPLAY FOUNTAIN AERATOR BY SCOTT AERATOR, MODEL: DA-20, 2 HP DISPLAY FOUNTAIN AERATOR BY SCOTT AERATOR, MODEL: DA-20, 2 HP DISPLAY FOUNTAIN AERATOR BY SCOTT AERATOR, MODEL: DA-20, 2 HP BENCH SEATING AREA BENCH SEATING AREA 5' WIDE PEDESTRIAN TRAIL, WOOD CHIP MULCH, RE: DETAIL 8/LP500 N O R T H Sc: 1"= 10' BOARDWALK ENLARGEMENT PLAN2 00 10'20' BOARDWALK: REFER TO 2/LP100 SIDEWALK TERMINATES AT BOARDWALK SIDEWALK TERMINATES AT BOARDWALK REFER TO DETAIL 9/LP500 © SHRUB PLANTING 1" = 1'-0"DETAIL-FILE1 MULTI-TRUNK TREE STAKING 1/2" = 1'-0" 2X BALL DIA. SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. FORM SAUCER WITH 3" CONTINUOUS RIM 3" MULCH 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6-9" FROM TOP OF STAKE. 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL TRUNK. 2" x 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING. · · 4 329343-01 STAKING DETAIL PLANT PIT DETAIL TREE PLANTING - GUY STRAP 1" = 1'-0" SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. TENSION BAR 1" GUYLINE WEBBING ARROWHEAD ANCHOR KEEP TURF CLEAR FOR A 24" RADIUS CIRCLE AROUND THE TREE - MULCH WITH A 3" THICK LAYER OF SHREDDED BARK. SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. KEEP MULCH 2" - 3" FROM BASE OF TREE. ARBORGUY TREE ANCHOR SYSTEM, INSTALL APPROPRIATE MODEL PER MANUFACTURUER'S INSTRUCTIONS FINISHED GRADE EXISTING SUBSOIL ROOTBALL 3" HIGH WATER WELL AT SHRUB AREA ROOTBALL 2X ROOTBALL PLANTING AT SHRUB AREAS FINISHED GRADE AT LAWN PLANTING AT LAWN AREAS FINISHED GRADE AT SHRUBS MULCH WATER WELL AREA TO 3" DEPTH.TRENCH EDGE RE: DETAIL 6 329343.26-02 SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR - SPACED IN ROWS PARALLED TO THE STRAIGHT EDGE. SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGES. CURVED EDGES TO BE VERY SMOOTH RADII. A A B B BEDLINE CURB TYPICAL PLANT SPACING NOT TO SCALE2 329399-04 CROWN MULCH NEAR EDGE IN A BERM-LIKE MANNER AS SHOWN LAWN OR TOP OF CURB/ PAVING GRADE PREPARED SUBGRADE NOTE: TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING BED AREAS AND ADJACENT TURF AREAS, UNLESS NOTED OTHERWISE. MULCH LAYER TRENCH EDGE 3" = 1'-0"329413.23-023 GENERAL PLANTING NOTES 1" = 1" · · · · · · · · · · · · · · · · · · · · 5 329399-05 SIDE VIEW FRONT VIEW TOP VIEW 6' EXPANDED METAL BENCH 3/8" = 1'-0" 3000 PSI CONC. FOOTER NOTE: 1. 6' LONG SUPERSAVER OUTDOOR PLAYERS BENCH BY TREETOP PRODUCTS, STYLE: BACKLESS, COLOR: GREEN. 2. INSTALL PER MANUFACTURER'S SPECIFCATIONS. 7 129343.13-18 MULTI-USE MULCH TRAIL 1 1/2" = 1'-0" LAWN CROWN MULCH NEAR EDGE IN A BERM-LIKE MANNER AS SHOWN3-4" SHREDDED DARK HARDWOOD MULCH CROWN CENTER OF TRAIL AS SHOWN 8 S-TR-01 TRAFFIC IMPACT STUDY Greenfields Subdivision Fairhope, Alabama Prepared for: Larry Smith S.E. Civil, LLC 9969 Windmill Road Fairhope, AL 36532 Prepared by: 2/29/2024 Samantha Islam, Ph.D., P.E. 7295 Sable Palms Drive Mobile, AL 36695 Ph: (251)-545-9681 February 29, 2024 i TABLE OF CONTENTS Overview and Executive Summary ........................................................................................ 1 1.0 Introduction ................................................................................................................... 3 2.0 Proposed Development ............................................................................................... 4 2.1 Site Description ............................................................................................................... 4 2.2 Site Location ................................................................................................................... 4 2.3 Zoning ............................................................................................................................. 4 2.4 Time Frame of Development ........................................................................................ 4 3.0 Background Information .............................................................................................. 5 3.1 Background Traffic Growth ........................................................................................... 5 3.2 Offsite Development ..................................................................................................... 5 3.3 Planned and Programmed Roadway Improvements ................................................ 6 3.4 Adjacent Schools ........................................................................................................... 6 4.0 Existing Conditions ......................................................................................................... 7 4.1 Project Study Area ........................................................................................................ 7 4.2 Existing Geometric Data ............................................................................................... 7 4.2.1 County Road 13 ....................................................................................................... 7 4.2.2 Intersection of County Road 13 and County Road 34 ......................................... 7 4.2.3 Intersection of County Road 13 and County Road 32 ......................................... 7 4.2.4 Intersection of County Road 32 and Bankhead Boulevard ................................. 7 4.3 Existing Condition Traffic Count ................................................................................... 7 4.4 Existing Conditions Capacity Analyses ........................................................................ 8 4.5 Existing Conditions Signal Warrant Analysis ................................................................. 9 5.0 Future Conditions .........................................................................................................10 5.1 Trip Generation Estimates ............................................................................................10 5.2 Directional Distribution of Development Traffic .........................................................10 5.3 Development Horizon Year .........................................................................................12 5.4 Projected Future Traffic Volumes ................................................................................13 5.5 Future Signal Warrant Analysis ....................................................................................14 5.6 Future Traffic Conditions Capacity Analyses .............................................................14 5.7 Left/right Turn Lane Warrant Analyses ........................................................................15 6.0 Conclusions/Recommendations ................................................................................16 7.0 References ....................................................................................................................17 ii APPENDIX - A: Proposed Site Layout ...................................................................................... A APPENDIX – B: Communications ............................................................................................. B APPENDIX – C: Traffic Counts .................................................................................................. C APPENDIX – D: Existing Conditions Capacity Analyses ........................................................ D APPENDIX – E: Trip Generation ................................................................................................ E APPENDIX – F: Future Conditions Capacity Analyses without Development ...................... F APPENDIX – G: Future Conditions Capacity Analyses with Development ........................ G APPENDIX – H: Turn Lane Warrant Analyses ........................................................................... H List of Tables Table 1 : AADT and Growth Rate ........................................................................................... 5 Table 2: Existing Conditions Capacity Analyses .................................................................... 9 Table 3: Basis of Trip Generation Estimates for ITE Land Use 210 .........................................10 Table 4: Trip Generation Volumes (Trip Ends) .......................................................................10 Table 5: Future Conditions Capacity Analyses without Proposed Development .............14 Table 6: Future Conditions Capacity Analyses with Proposed Development ...................15 List of Figures Figure 1: Overall Vicinity Map ................................................................................................. 2 Figure 2: Existing Conditions Traffic Volumes ......................................................................... 8 Figure 3 : Generated Traffic by the Proposed Development .............................................11 Figure 4 : Future No-build Condition Traffic Volumes ...........................................................12 Figure 5 : Future Build Condition Traffic Volumes .................................................................13 1 OVERVIEW AND EXECUTIVE SUMMARY A traffic impact study (TIS) was conducted for the proposed Greenfields single-family subdivision in Fairhope, Alabama. The project site is located east of County Road 13 approximately ½ mile south of County Road 34. The proposed development is expected to be completed and operational in the summer of 2025. An overall vicinity map is provided in Figure 1. A detailed site plan is provided in Appendix-A. This study was conducted to determine the impact of the proposed development on the adjacent transportation network and provide recommendation for improvements if needed. This study investigated the effect of the proposed development on the adjacent transportation facilities. Trip generation estimation was performed using the method recommended in the ITE Trip Generation Manual. Using the trip ends predicted in the trip generation step, the trip distribution step was performed to determine the hourly volumes by direction to and from the proposed development. In addition to performing trip generation and trip distribution, future traffic projections were established from the existing traffic volumes using an anticipated traffic growth in the area. Future traffic volumes with the proposed development were then established by adding the additional traffic to be generated by the Greenfields subdivision. A method recommended in the Highway Capacity Manual was used to evaluate the traffic operating conditions without and with the proposed development at three intersections: i. intersection of County Road 13 and County Road 34, ii. intersection of County Road 13 and County Road 32, and iii. Intersection of County Road 32 and Bankhead Blvd. Based on the analyses, all three intersections and their approaches currently operate at adequate Levels of Service (LOS). The analyses also show that these intersections and their approaches will operate at adequate Levels of Service under future no-build and build conditions in the summer of 2025 when the proposed development will be fully completed. Capacity analyses were also performed for the intersection of the proposed entrance and County Road 13. The results show that the intersection will operate adequately. Additionally, to determine if turn lanes are needed on County Road 13 at the proposed entrance for the generated traffic turning into the proposed development, a method recommended in the NCHRP Report No. 457 was used. According to this evaluation process, no turn lane is warranted on County Road 13 at the proposed entrance. 2 Figure 1: Overall Vicinity Map 3 1.0 INTRODUCTION A traffic Impact Study (TIS) for the proposed Greenfields single-family housing subdivision in Fairhope, Alabama was conducted to determine the impacts of the proposed development on the surrounding transportation network. The resulting impacts were analyzed to assess possible improvements or mitigation measures in the study area. This report discusses the general project parameters, the methodology used to perform the TIS, the results obtained from the analysis and the conclusions and recommendations for the improvements needed. Sources of information used in this study include: 1. Baldwin County Traffic Impact Study requirements. Appendix 6 of the Baldwin County Subdivision Regulations, August 6, 2019. 2. Alabama Department of Transportation (ALDOT) Access Management Manual, September 2022 Edition. 3. Institute of Transportation Engineers Trip Generation Manual, 11th Edition. 4. Highway Capacity Manual, 6th Edition. 5. Evaluating Intersection Improvements: An Engineering Study Guide, NCHRP Report 457. Annual average daily traffic (AADT) data for the roadways in the vicinity were obtained from the Alabama Department of Transportation’s traffic data website. 4 2.0 PROPOSED DEVELOPMENT 2.1 Site Description A traffic impact study was conducted for the proposed Greenfields subdivision in Fairhope, Alabama. The development is expected to be completed and operational in the summer of 2025. The proposed single-family subdivision will consist of 80 single-family lots. A general site plan is provided in Appendix-A. The proposed development will have direct access to County Road 13. 2.2 Site Location The proposed development will be located east of County Road 13 approximately ½ mile south of County Road 34 as shown in the overall vicinity map in Figure 1. 2.3 Zoning The site for the proposed development is currently unzoned. 2.4 Time Frame of Development The proposed development is expected to be completed and operational in the summer of 2025. Analyses of the impact on traffic conditions were performed for the following two scenarios using: • projected traffic without the proposed development in 2025. • projected traffic with the proposed development in 2025. 5 3.0 BACKGROUND INFORMATION 3.1 Background Traffic Growth The study area for this study includes County Road 13 in the vicinity of the project site and the adjacent intersections on County Road 13 and County Road 32 in the vicinity of the proposed site. To come up with a reasonable traffic growth rate, annual average daily traffic (AADT) history in the vicinity of the study area was obtained from ALDOT’s traffic data website (see Table 1). The AADT data were available for a section of County Road 13 in the immediate vicinity of the proposed development. In addition to reviewing the AADT, population growth in Baldwin County from US Census Bureau was reviewed. Average growth rate based on AADT is 8.0%, while average growth rate based on population is 3.0%. In this study, we used an average annual growth rate of 8.0%. Table 1 : AADT and Growth Rate Year County Road 13 2022 2396 2021 2388 2020 2256 2019 1710 2018 1710 2017 1650 2016 1400 2015 1370 2014 1340 Annual growth rate 8.0% An annual growth rate of 8.0% per year was used in this study to project the existing volume counts to the future counts for the projected year the development will be complete and operational. The following equation was used to estimate the projected traffic volume (Vprojected) from the existing traffic volume (Vcurrent): 𝑉pojected = 𝑉current ∗(1 +𝐺𝑟𝑜𝑤𝑡ℎ 𝑅𝑎𝑡𝑒 100 ) (Projected year−Current year) 3.2 Offsite Development There is no known off-site development in the vicinity of the proposed development which will significantly impact traffic in the study area. 6 3.3 Planned and Programmed Roadway Improvements There are no known planned roadway improvements in the immediate vicinity of the proposed project which will significantly impact traffic in the study area. 3.4 Adjacent Schools Jay Larry Newton Elementary School is the nearest school which is located on County Road 32 east of County Road 13. To account for the influence of school traffic, data collections were performed on a school day from 7 am – 9 am and 2 pm – 6 pm. 7 4.0 EXISTING CONDITIONS 4.1 Project Study Area Before we began the revised traffic study, we contacted Baldwin County Highway Department for study scope and study area. Based on our communications (see Appendix-B), the study area for this study includes County Road 13 in the vicinity of the project site and the three adjacent roadway intersections. The selected intersections are: i. County Road 13 and County Road 34, ii. County Road 13 and County Road 32, and iii. County Road 32 and Bankhead Boulevard. 4.2 Existing Geometric Data 4.2.1 County Road 13 County Road 13 in the vicinity of the proposed site is a two-lane undivided highway with approximately 12 ft travel lanes and very narrow paved shoulders. The posted speed limit is 45 mph in the vicinity of the proposed project site. 4.2.2 Intersection of County Road 13 and County Road 34 The intersection of County Road 13 and County Road 34 is a four-way stop-controlled intersection. The northbound County Road 13 approach has a left turn lane. All other approaches are two lane approaches. The posted speed limit for all the approaches is 45 mph. 4.2.3 Intersection of County Road 13 and County Road 32 The intersection of County Road 13 and County Road 32 is a single-lane roundabout. The posted speed limits on CO 13 approaches are 45 mph while on CO 32 approaches are 55 mph. The speed on the roundabout circle is 20 mph. 4.2.4 Intersection of County Road 32 and Bankhead Boulevard The intersection of CO 32 and Bankhead Blvd is a two-way stop-controlled intersection with Bankhead Blvd as the minor-stop controlled approach. There is a left turn lane on the eastbound CO 32 approach. The posted speed limit on CO 32 is 55 mph. The Bankhead Blvd provides entrance to Greythorne Subdivision. 4.3 Existing Condition Traffic Count Peak hour turning movement counts were performed on Wednesday, February 7, 2024 at the three study intersections from 7:00 – 9:00 am and 2:00 – 6:00 pm. Also speed and volume counts were performed on CO 13 in the vicinity of the proposed entrance on Wednesday, February 21, 2024. The detail counts are provided in Appendix-C. The summary of the turning counts is presented in Figure 2. 8 Figure 2: Existing Conditions Traffic Volumes 4.4 Existing Conditions Capacity Analyses Existing conditions capacity analyses have been performed for the intersection of County Road 13 and County Road 34. The results of LOS calculations are provided in Appendix- D. The summary of results is provided in Table 2. The analyses show that all the intersections and their approaches experience LOS B or better during both peak hours indicating adequate operating conditions. 9 Table 2: Existing Conditions Capacity Analyses Intersection Approach Level of Service AM Peak Hour PM Peak Hour County Rd 13 and County Rd 34 (All-way Stop Controlled) CO 13 (Northbound) B A CO 13(Southbound) B A CO 34 (Eastbound) A A CO 34 (Westbound) B A Overall B A County Road 13 and County Road 32 (Roundabout) CO 13 (Northbound) A A CO 13(Southbound) A A CO 32 (Eastbound) A A CO 32 (Westbound) B A Overall A A County Road 32 and Bankhead Blvd. (Two-way Stop Controlled) - - - Bankhead Blvd. (Southbound) B B CO 32 (Eastbound) ** ** CO 32 (Westbound) ** ** Overall ** ** Note: ** For two-way stop-controlled intersections, Highway Capacity Manual does not provide overall Intersection LOS and LOS of the unopposed (free) movements. 4.5 Existing Conditions Signal Warrant Analysis Existing condition signal warrant analysis is not applicable in this study. 10 5.0 FUTURE CONDITIONS The following general parameters describe the future traffic conditions: 5.1 Trip Generation Estimates The proposed development will be a single-family housing subdivision consisting of 80 dwelling units. According to the ITE Trip Generation manual the proposed development falls under Land Use Category 210. Using the trip generation rates provided in the manual for Category 210, generated volumes were calculated. The trip generation rates and volumes are shown in Tables 3 and 4. Appendix-E provides more details regarding these trip generation rates. Table 3: Basis of Trip Generation Estimates for ITE Land Use 210 ITE Unit Daily AM Peak PM Peak Code Total Enter (%) Exit (%) Total Enter (%) Exit (%) Total Ente r (%) Exit (%) 210 Dwelling Unit Eq -1* 50 50 Eq-2** 26 74 Eq-3*** 63 37 * Ln (T) = 0.92Ln(x) + 2.68 ……………………………. Eq-1 ** Ln(T) = 0.91Ln(x) + 0.12 ………………………….……Eq-2 *** Ln (T) = 0.94Ln(x) + 0.27 ………………………….……Eq-3 Where, T is total number of generated trips and x is the number of units Table 4: Trip Generation Volumes (Trip Ends) ITE Code Dwelling Units Daily Total Daily (In) Daily (Out) AM- Peak Hour Total AM- Peak Hour (In) AM- Peak Hour (Out) PM- Peak Hour Total PM- Peak Hour (In) PM- Peak Hour (Out) 210 80 822 411 411 61 16 45 81 51 30 5.2 Directional Distribution of Development Traffic The proposed site is located approximately 1 mile east of US-98 and approximately 1 mile west of AL-181. Both US-98 and AL-181 are two major thoroughfares in the vicinity of the proposed development. The Greenfields subdivision is planned to have a direct driveway access to County Road 13. Also, the subdivision will be connected to the existing Greythorne Subdivision using Bankhead Boulevard. Some of the trips generated from the proposed Greenfield Subdivision will access County Road 32 using the streets in Greythorne, while some of the trips from Greythorne will use the proposed subdivision entrance to access County Road 13. Using the aforementioned information and the trip 11 ends estimated in the trip generation phase, the directional distribution of the generated traffic was calculated in the trip distribution phase. Directional distribution of generated traffic is shown in Figure 3. Figure 3 : Generated Traffic by the Proposed Development 12 5.3 Development Horizon Year Please see section 2.4. Figure 4 : Future No-build Condition Traffic Volumes 13 5.4 Projected Future Traffic Volumes Figures 4 and 5 provide future no-build and build conditions turning volumes respectively in the summer of 2025 at the intersections studied in this TIS. Figure 5 : Future Build Condition Traffic Volumes 14 5.5 Future Signal Warrant Analysis Future signal warrant analysis is not applicable in this study. 5.6 Future Traffic Conditions Capacity Analyses Future conditions (summer of 2025) capacity analyses were performed for the three study intersections for no-build and build conditions during AM and PM peak hours. The analyses results are provided in Appendices F and G. The summaries of results are presented in Tables 5 and 6. Similar to the existing conditions, the analyses show that all the intersections and their approaches will experience LOS B or better during both peak hours both under future no-build and build conditions. As stated earlier, both LOS A and B are good operating conditions. Additional LOS analyses were performed to assess how the intersection of CO 13 and the proposed entrance will perform in the summer of 2025 when the proposed subdivision will be fully completed and operational. The detailed results are also provided in Appendix-G. The results show that this intersection will perform under adequate operating conditions during both peak hours. Table 5: Future Conditions Capacity Analyses without Proposed Development Intersection Approach Level of Service AM Peak Hour PM Peak Hour County Rd 13 and County Rd 34 (All-way Stop Controlled) CO 13 (Northbound) B A CO 13(Southbound) B B CO 34 (Eastbound) A A CO 34 (Westbound) B A Overall B A County Road 13 and County Road 32 (Roundabout) CO 13 (Northbound) A A CO 13(Southbound) A A CO 32 (Eastbound) A A CO 32 (Westbound) A A Overall A A County Road 32 and Bankhead Blvd. (Two-way Stop Controlled) - - - Bankhead Blvd. (Southbound) B B CO 32 (Eastbound) ** ** CO 32 (Westbound) ** ** Overall ** ** Note: ** For two-way stop-controlled intersections, Highway Capacity Manual does not provide overall Intersection LOS and LOS of the unopposed (free) movements. 15 Table 6: Future Conditions Capacity Analyses with Proposed Development Intersection Approach Level of Service AM Peak Hour PM Peak Hour County Rd 13 and County Rd 34 (All-way Stop Controlled) CO 13 (Northbound) B B CO 13(Southbound) B B CO 34 (Eastbound) A B CO 34 (Westbound) B A Overall B B County Road 13 and County Road 32 (Roundabout) CO 13 (Northbound) A A CO 13(Southbound) A A CO 32 (Eastbound) A A CO 32 (Westbound) A A Overall A A County Road 32 and Bankhead Blvd. (Two-way Stop Controlled) - - - Bankhead Blvd. (Southbound) B B CO 32 (Eastbound) ** ** CO 32 (Westbound) ** ** Overall ** ** Note: ** For two-way stop-controlled intersections, Highway Capacity Manual does not provide overall Intersection LOS and LOS of the unopposed (free) movements. 5.7 Left/right Turn Lane Warrant Analyses To determine if turn lanes are needed on County Road 13 at the proposed entrance for the generated traffic turning into the proposed development, a method recommended in the NCHRP Report No. 457 was used (see Appendix H for details). The analyses show that no turn lane is warranted on County Road 13 at the proposed entrance after the proposed development is expected to be fully completed and operational in 2025. 16 6.0 CONCLUSIONS/RECOMMENDATIONS A method recommended in the Highway Capacity Manual was used to evaluate the existing and future traffic operating conditions at the three study intersections in the vicinity of the proposed development. Based on the analyses, all three intersections and their approaches currently operate at adequate Levels of Service (LOS). The analyses also show that these intersections and their approaches will operate at adequate levels of Service (LOS) under future no-build and build conditions in the summer of 2025 when the proposed development will be fully completed and operational. Capacity analyses were also performed for the intersection of the proposed entrance and County Road 13. The results show that the intersection will operate adequately. Additionally, to determine if turn lanes are needed on County Road 13 for the generated traffic turning into the proposed development, a method recommended in the NCHRP Report No. 457 was used. According to this evaluation process, no turn lane is warranted on County Road 13 at the proposed entrance. 17 7.0 REFERENCES 1. Baldwin County Traffic Impact Study requirements. Appendix 6 of the Baldwin County Subdivision Regulations, August 6, 2019. 2. Alabama Department of Transportation (ALDOT) Access Management Manual, September 2022 Edition. 3. Institute of Transportation Engineers Trip Generation Manual, 11th Edition. 4. Highway Capacity Manual, 6th Edition. 5. Evaluating Intersection Improvements: An Engineering Study Guide, NCHRP Report 457. A APPENDIX - A: PROPOSED SITE LAYOUT B APPENDIX – B: COMMUNICATIONS Samantha Islam <sislam@southalabama.edu> Green Fields subdivision TIS 3 messages Samantha Islam <sislam@southalabama.edu>Fri, Sep 29, 2023 at 7:51 AM To: Tucker Stuart <tucker.stuart@baldwincountyal.gov> Cc: Larry Smith <lsmith@secivileng.com> Tucker, We have been asked to perform a TIS for the Greenfields subdivision to be located east of County Road 13 and approximately 0.5 mile north of the intersection of County road 13 and County Road 32 in Fairhope (see the attached image). We are planning to analyze the following three intersections for weekday peak hours (7 - 9 am and 4 - 6 pm): 1. County Road 13 and County Road 34 2. County Road 13 and County Road 32 (roundabout) 3. County Road 13 and Bankhead Blvd since the proposed subdivision will be connected to Bankhead Blvd. Please let me know if you agree. We will order traffic data in a couple of weeks. Also, please let me know if you have any comments or concerns. Thanks, Samantha ---- Samantha Islam, Ph.D., P.E. Associate Professor University of South Alabama Department of Civil, Coastal and Environmental Engineering 150 Student Services Drive, SH 3142 Mobile, AL 36688 Phone: (251)460-6955 Email: sislam@southalabama.edu Scope_Greenfields.jpg 81K Tucker Stuart <Tucker.Stuart@baldwincountyal.gov>Tue, Oct 3, 2023 at 9:04 AM To: Samantha Islam <sislam@southalabama.edu> Cc: Larry Smith <lsmith@secivileng.com> I believe that will be fine. Thanks, N. Tucker Stuart, P.E. Samantha Islam <sislam@southalabama.edu> FW: Greenfields Subdivision - Commercial Turnout Application 5 messages Larry Smith <lsmith@secivileng.com>Tue, May 17, 2022 at 5:23 PM To: Samantha Islam <sislam@southalabama.edu> Cc: Jackson Berkbigler <jberkbigler@secivileng.com>, Jared Landry <jlandry@secivileng.com> Samantha, See below. Looks like you need an additional intersection in your study. Please note that we have moved and have a new business address. All other information is the same. Larry Smith, PE 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 phone www.secivileng.com From: Alfreda Jeffords <Weesie.Jeffords@baldwincountyal.gov> Sent: Tuesday, May 17, 2022 5:18 PM To: Jared Landry <jlandry@secivileng.com> Cc: Michael J. Campbell <mcampbell@baldwincountyal.gov>; Jackson Berkbigler <jberkbigler@secivileng.com>; Larry Smith <lsmith@secivileng.com> Subject: RE: Greenfields Subdivision - Commercial Turnout Application I did talk with her over the phone but did not have the existing connection noted as being part of this project because I did not have a site plan for it. I’m okay with the connection, the existing intersection of Bankhead at CR 32 will need to be analyzed. She and I did discuss the current roundabout improvements at the CR 13 @ CR 32 intersection as it would impact traffic data due to closure and detour routes. Thanks, Weesie This message has originated from an External Source. Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. From: Jared Landry <jlandry@secivileng.com> Sent: Tuesday, May 17, 2022 5:09 PM To: Alfreda Jeffords <Weesie.Jeffords@baldwincountyal.gov>; Jackson Berkbigler <jberkbigler@secivileng.com> Cc: Michael J. Campbell <mcampbell@baldwincountyal.gov>; Larry Smith <lsmith@secivileng.com> Subject: RE: Greenfields Subdivision - Commercial Turnout Application Weesie, I thought you and Samantha Islam had a meeting about this one. The City requires these interconnections. Thank you. Jared D. Landry, MS, PE Project Manager 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 Phone www.secivil.pro From: Alfreda Jeffords <Weesie.Jeffords@baldwincountyal.gov> Sent: Tuesday, May 17, 2022 4:02 PM To: Jackson Berkbigler <jberkbigler@secivileng.com> Cc: Jared Landry <jlandry@secivileng.com>; Michael J. Campbell <mcampbell@baldwincountyal.gov> Subject: RE: Greenfields Subdivision - Commercial Turnout Application Jackson, Has the traffic consultant had a scoping meeting with us yet? I talked to a couple people about sites around this area last month but none mentioned a connection to the existing Bankhead Blvd. This message has originated from an External Source. Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. Thanks, Weesie From: Jackson Berkbigler <jberkbigler@secivileng.com> Sent: Tuesday, May 17, 2022 3:36 PM To: Alfreda Jeffords <Weesie.Jeffords@baldwincountyal.gov>; Michael J. Campbell <mcampbell@baldwincountyal.gov> Cc: Jared Landry <jlandry@secivileng.com> Subject: Greenfields Subdivision - Commercial Turnout Application Weesie, Attached is the Commercial Turnout Permit Application, Drainage Calculations, Engineer R.O.W. Cost Estimate, and Part 1 of the Site Improvement Plans for Greenfields Subdivision. Due to file size, I will send a follow-up email with Part 2 of the Site Improvement Plans. Please let me know if you need anything else for this. Thank you, Jackson Berkbigler, EI 9969 Windmill Road Fairhope, AL 36532 251-990-6566 phone www.secivil.pro Samantha Islam <sislam@southalabama.edu>Tue, May 17, 2022 at 5:38 PM To: Larry Smith <lsmith@secivileng.com> Cc: Jackson Berkbigler <jberkbigler@secivileng.com>, Jared Landry <jlandry@secivileng.com> You mean, I will need to include it in the next version of the study, right? ---- Samantha Islam, Ph.D., P.E. Associate Professor University of South Alabama Department of Civil, Coastal and Environmental Engineering 150 Student Services Drive, SH 3142 Mobile, AL 36688 Phone: (251)460-6955 Email: sislam@southalabama.edu [Quoted text hidden] Larry Smith <lsmith@secivileng.com>Wed, May 18, 2022 at 6:41 AM To: Samantha Islam <sislam@southalabama.edu> Cc: Jackson Berkbigler <jberkbigler@secivileng.com>, Jared Landry <jlandry@secivileng.com> Samantha, I am not sure what Weesie is requesting. Please get with her. Please note that we have moved and have a new business address. All other information is the same. Larry Smith, PE 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 phone www.secivileng.com [Quoted text hidden] Samantha Islam <sislam@southalabama.edu>Wed, May 18, 2022 at 8:32 AM To: Larry Smith <lsmith@secivileng.com> Cc: Jackson Berkbigler <jberkbigler@secivileng.com>, Jared Landry <jlandry@secivileng.com> I just spoke with Weesie. She is asking that we look at the intersection of CR 32 and Bankhead Boulevard when we do the TIS after the improvements are completed at CR 32 and CR 13. ---- Samantha Islam, Ph.D., P.E. Associate Professor University of South Alabama Department of Civil, Coastal and Environmental Engineering 150 Student Services Drive, SH 3142 Mobile, AL 36688 Phone: (251)460-6955 Email: sislam@southalabama.edu C APPENDIX – C: TRAFFIC COUNTS Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Co Rd 13 -- Co Rd 34 QC JOB #: QC JOB #: 16473002 CITY/STATE: CITY/STATE: Fairhope, AL DATE: DATE: Wed, Feb 7 2024 152 249 14 116 22 203 22 48 229 36 0.760.76 159 68 10 22 67 30 179 9 148 218 Peak-Hour: 7:15 AM -- 8:15 AMPeak-Hour: 7:15 AM -- 8:15 AM Peak 15-Min: 7:30 AM -- 7:45 AMPeak 15-Min: 7:30 AM -- 7:45 AM 3.3 2.4 0 4.3 0 6.9 0 4.2 7 5.6 8.2 5.9 20 4.5 6 3.3 2.2 22.2 5.4 3.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Co Rd 13Co Rd 13 (Northbound)(Northbound) Co Rd 13Co Rd 13 (Southbound)(Southbound) Co Rd 34Co Rd 34 (Eastbound)(Eastbound) Co Rd 34Co Rd 34 (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 4 30 0 0 3 13 0 0 6 6 1 0 4 23 6 0 96 7:15 AM 7 44 0 0 4 23 1 0 7 9 1 0 3 47 18 0 164 7:30 AM 8 67 5 0 6 44 6 0 8 9 2 0 9 43 13 0 220 7:45 AM 7 49 4 0 6 33 4 0 2 12 3 0 5 39 11 0 175 655 8:00 AM 8 19 0 0 6 16 3 0 5 6 4 0 5 30 6 0 108 667 8:15 AM 3 23 1 0 3 12 1 0 1 4 2 0 1 25 4 0 80 583 8:30 AM 1 12 2 0 0 5 0 0 2 9 1 0 0 10 1 0 43 406 8:45 AM 2 14 1 0 2 16 3 0 2 11 2 0 2 20 1 0 76 307 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 32 268 20 0 24 176 24 0 32 36 8 0 36 172 52 0 880 Heavy Trucks 0 0 8 0 8 0 0 4 0 0 4 0 24 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 2/9/2024 11:24 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Co Rd 13 -- Co Rd 34 QC JOB #: QC JOB #: 16473003 CITY/STATE: CITY/STATE: Fairhope, AL DATE: DATE: Wed, Feb 7 2024 178 174 17 134 27 108 35 19 109 81 0.820.82 80 127 11 10 117 11 120 9 155 140 Peak-Hour: 2:45 PM -- 3:45 PMPeak-Hour: 2:45 PM -- 3:45 PM Peak 15-Min: 3:15 PM -- 3:30 PMPeak 15-Min: 3:15 PM -- 3:30 PM 1.7 2.3 5.9 1.5 0 5.6 8.6 0 5.5 1.2 6.3 4.7 18.2 10 2.6 0 0.8 22.2 3.2 2.1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Co Rd 13Co Rd 13 (Northbound)(Northbound) Co Rd 13Co Rd 13 (Southbound)(Southbound) Co Rd 34Co Rd 34 (Eastbound)(Eastbound) Co Rd 34Co Rd 34 (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 2:00 PM 2 19 2 0 1 16 2 0 0 19 2 0 1 15 2 0 81 2:15 PM 2 16 2 0 1 12 4 0 4 15 3 0 0 16 3 0 78 2:30 PM 0 10 1 0 3 12 5 0 5 21 3 0 1 17 4 0 82 2:45 PM 1 26 1 0 3 20 7 0 8 18 2 0 3 17 6 0 112 353 3:00 PM 5 47 3 0 2 17 1 0 11 19 2 0 0 24 3 0 134 406 3:15 PM 3 23 5 0 20 55 6 0 4 20 2 0 5 18 7 0 168 496 3:30 PM 2 24 0 0 2 42 3 0 12 24 5 0 2 21 3 0 140 554 3:45 PM 2 16 0 0 1 20 3 0 3 18 7 0 0 30 3 0 103 545 4:00 PM 4 29 0 0 3 32 2 0 4 22 0 0 0 12 5 0 113 524 4:15 PM 4 17 0 0 3 28 5 0 5 14 10 0 0 20 3 0 109 465 4:30 PM 2 29 1 0 6 39 6 0 5 18 1 0 0 20 5 0 132 457 4:45 PM 0 19 0 0 2 29 2 0 5 15 2 0 0 21 6 0 101 455 5:00 PM 2 18 1 0 3 23 3 0 11 21 3 0 0 20 3 0 108 450 5:15 PM 2 19 0 0 4 24 5 0 5 17 0 0 4 23 10 0 113 454 5:30 PM 3 25 3 0 2 16 3 0 6 12 2 0 0 13 2 0 87 409 5:45 PM 5 21 1 0 4 15 2 0 4 11 1 0 1 9 6 0 80 388 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 12 92 20 0 80 220 24 0 16 80 8 0 20 72 28 0 672 Heavy Trucks 0 0 0 0 0 0 0 4 4 4 8 0 20 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 8 0 0 0 0 0 8 Scooters Comments: Report generated on 2/9/2024 11:24 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Co Rd 13 -- Co Rd 32 QC JOB #: QC JOB #: 16473004 CITY/STATE: CITY/STATE: Fairhope, AL DATE: DATE: Wed, Feb 7 2024 143 226 42 42 59 368 14 127 472 131 0.800.80 308 163 18 37 246 19 85 56 98 160 Peak-Hour: 7:00 AM -- 8:00 AMPeak-Hour: 7:00 AM -- 8:00 AM Peak 15-Min: 7:30 AM -- 7:45 AMPeak 15-Min: 7:30 AM -- 7:45 AM 4.9 2.2 7.1 2.4 5.1 3 21.4 1.6 2.1 3.1 2.6 8.6 38.9 0 4.1 0 0 5.4 8.2 1.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Co Rd 13Co Rd 13 (Northbound)(Northbound) Co Rd 13Co Rd 13 (Southbound)(Southbound) Co Rd 32Co Rd 32 (Eastbound)(Eastbound) Co Rd 32Co Rd 32 (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 3 18 14 0 8 4 5 0 4 37 2 0 3 49 16 0 163 7:15 AM 6 23 11 1 14 7 10 0 4 39 5 0 7 77 38 0 242 7:30 AM 2 26 23 0 22 18 15 0 4 34 5 0 12 89 42 0 292 7:45 AM 7 18 8 0 15 13 12 0 2 21 6 0 15 93 31 0 241 938 8:00 AM 1 15 1 0 9 8 6 1 0 32 7 0 2 65 13 0 160 935 8:15 AM 7 13 0 0 4 8 5 0 3 23 2 0 2 59 6 0 132 825 8:30 AM 4 9 1 0 3 3 1 0 0 32 3 0 3 48 4 0 111 644 8:45 AM 1 7 4 0 8 12 2 0 1 44 5 0 1 54 9 0 148 551 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 8 104 92 0 88 72 60 0 16 136 20 0 48 356 168 0 1168 Heavy Trucks 0 0 0 4 4 4 8 0 8 0 0 4 32 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 2/9/2024 11:24 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Co Rd 13 -- Co Rd 32 QC JOB #: QC JOB #: 16473005 CITY/STATE: CITY/STATE: Fairhope, AL DATE: DATE: Wed, Feb 7 2024 154 135 13 65 76 191 19 76 272 277 0.920.92 170 317 21 26 369 8 40 16 112 64 Peak-Hour: 2:45 PM -- 3:45 PMPeak-Hour: 2:45 PM -- 3:45 PM Peak 15-Min: 3:30 PM -- 3:45 PMPeak 15-Min: 3:30 PM -- 3:45 PM 3.9 2.2 0 1.5 6.6 4.2 0 1.3 3.7 5.4 4.7 5.4 9.5 3.8 6.2 0 5 18.8 3.6 7.8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Co Rd 13Co Rd 13 (Northbound)(Northbound) Co Rd 13Co Rd 13 (Southbound)(Southbound) Co Rd 32Co Rd 32 (Eastbound)(Eastbound) Co Rd 32Co Rd 32 (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 2:00 PM 2 10 4 0 9 4 5 0 0 61 3 0 3 31 12 0 144 2:15 PM 7 5 6 0 9 7 2 0 5 79 6 0 2 37 6 0 171 2:30 PM 4 7 6 0 8 4 0 0 2 66 7 0 4 46 5 0 159 2:45 PM 2 7 5 0 13 10 1 0 4 59 3 0 7 45 16 0 172 646 3:00 PM 0 10 2 0 7 10 1 0 4 69 5 0 14 50 37 0 209 711 3:15 PM 3 16 5 0 26 21 9 0 7 63 6 0 3 38 9 0 206 746 3:30 PM 3 7 4 0 30 24 2 0 4 86 7 0 2 37 14 0 220 807 3:45 PM 3 11 4 1 10 19 1 0 1 66 4 0 5 34 10 0 169 804 4:00 PM 1 13 5 0 14 18 2 0 5 81 5 0 9 47 11 0 211 806 4:15 PM 2 11 3 0 14 13 2 0 4 80 5 0 3 39 11 0 187 787 4:30 PM 2 13 5 0 17 24 3 0 4 75 6 0 4 43 15 0 211 778 4:45 PM 1 9 2 0 13 17 2 0 1 65 3 0 5 41 11 1 171 780 5:00 PM 0 6 4 0 11 15 2 0 3 81 4 0 2 43 11 0 182 751 5:15 PM 1 14 1 0 14 16 2 0 2 77 5 0 2 57 8 0 199 763 5:30 PM 2 14 1 0 12 5 2 0 4 66 6 0 4 33 12 0 161 713 5:45 PM 1 9 5 0 8 6 0 1 6 44 6 0 4 33 6 0 129 671 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 12 28 16 0 120 96 8 0 16 344 28 0 8 148 56 0 880 Heavy Trucks 0 4 8 12 4 0 0 16 4 0 0 0 48 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 2/9/2024 11:24 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Bankhead Blvd -- Co Rd 32 QC JOB #: QC JOB #: 16473006 CITY/STATE: CITY/STATE: Fairhope, AL DATE: DATE: Wed, Feb 7 2024 73 19 41 0 32 465 9 10 434 233 0.830.83 424 242 0 0 265 0 0 0 0 0 Peak-Hour: 7:00 AM -- 8:00 AMPeak-Hour: 7:00 AM -- 8:00 AM Peak 15-Min: 7:30 AM -- 7:45 AMPeak 15-Min: 7:30 AM -- 7:45 AM 1.4 5.3 2.4 0 0 2.4 0 10 2.5 3.9 2.4 3.7 0 0 3.4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Bankhead BlvdBankhead Blvd (Northbound)(Northbound) Bankhead BlvdBankhead Blvd (Southbound)(Southbound) Co Rd 32Co Rd 32 (Eastbound)(Eastbound) Co Rd 32Co Rd 32 (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 0 0 0 0 9 0 10 0 0 57 0 0 0 55 1 0 132 7:15 AM 0 0 0 0 10 0 15 0 3 64 0 0 0 110 0 0 202 7:30 AM 0 0 0 0 8 0 11 0 3 70 0 0 0 126 7 0 225 7:45 AM 0 0 0 0 5 0 5 0 3 42 0 0 0 133 2 0 190 749 8:00 AM 0 0 0 0 1 0 5 0 1 42 0 0 0 80 3 0 132 749 8:15 AM 0 0 0 0 0 0 6 0 1 26 0 0 0 64 1 0 98 645 8:30 AM 0 0 0 0 2 0 3 0 3 31 0 0 0 45 0 0 84 504 8:45 AM 0 0 0 0 4 0 7 0 2 54 0 0 0 60 1 0 128 442 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 0 0 0 32 0 44 0 12 280 0 0 0 504 28 0 900 Heavy Trucks 0 0 0 0 0 0 0 4 0 0 4 0 8 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 2/9/2024 11:24 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Bankhead Blvd -- Co Rd 32 QC JOB #: QC JOB #: 16473007 CITY/STATE: CITY/STATE: Fairhope, AL DATE: DATE: Wed, Feb 7 2024 26 44 14 0 12 269 27 17 272 344 0.880.88 255 371 0 0 356 0 0 0 0 0 Peak-Hour: 2:45 PM -- 3:45 PMPeak-Hour: 2:45 PM -- 3:45 PM Peak 15-Min: 3:00 PM -- 3:15 PMPeak 15-Min: 3:00 PM -- 3:15 PM 3.8 2.3 0 0 8.3 3.3 3.7 0 3.3 6.4 3.5 6.2 0 0 6.5 0 0 0 0 0 2 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Bankhead BlvdBankhead Blvd (Northbound)(Northbound) Bankhead BlvdBankhead Blvd (Southbound)(Southbound) Co Rd 32Co Rd 32 (Eastbound)(Eastbound) Co Rd 32Co Rd 32 (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 2:00 PM 0 0 0 0 4 0 1 0 4 69 0 0 0 49 1 0 128 2:15 PM 0 0 0 0 2 0 3 0 3 93 0 0 0 34 2 0 137 2:30 PM 0 0 0 0 3 0 6 0 1 78 0 0 0 47 5 0 140 2:45 PM 0 0 0 0 6 0 1 0 1 74 0 0 0 75 3 0 160 565 3:00 PM 0 0 0 0 2 0 5 0 4 81 0 0 0 92 5 0 189 626 3:15 PM 0 0 0 0 0 0 4 0 7 77 0 0 0 45 3 0 136 625 3:30 PM 0 0 0 0 4 0 4 0 15 112 0 0 0 43 6 0 184 669 3:45 PM 0 0 0 0 3 0 3 0 6 73 0 0 0 46 2 0 133 642 4:00 PM 0 0 0 0 3 0 3 0 10 94 0 0 0 64 5 0 179 632 4:15 PM 0 0 0 0 4 0 3 0 5 91 0 0 0 56 6 0 165 661 4:30 PM 0 0 0 0 4 0 4 0 6 91 0 0 0 52 5 0 162 639 4:45 PM 0 0 0 0 2 0 5 0 7 74 0 0 0 58 11 0 157 663 5:00 PM 0 0 0 0 3 0 4 0 7 90 0 0 0 51 5 0 160 644 5:15 PM 0 0 0 0 7 0 5 0 8 79 0 0 0 61 10 0 170 649 5:30 PM 0 0 0 0 1 0 5 0 8 76 0 0 0 42 9 0 141 628 5:45 PM 0 0 0 0 6 0 8 0 5 47 0 0 0 35 11 0 112 583 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 0 0 0 8 0 20 0 16 324 0 0 0 368 20 0 756 Heavy Trucks 0 0 0 0 0 0 4 12 0 0 16 0 32 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 2/9/2024 11:24 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Ty p e o f r e p o r t : T u b e C o u n t - S p e e d D a t a LO C A T I O N : LO C A T I O N : CR 1 3 B t w n C R 3 2 a n d C R 3 4 QC J O B # : QC J O B # : 16 4 7 3 0 0 1 SP E C I F I C L O C A T I O N : SP E C I F I C L O C A T I O N : DI R E C T I O N : DI R E C T I O N : NB CI T Y / S T A T E : CI T Y / S T A T E : Fa i r h o p e , A L DA T E : DA T E : Fe b 2 1 2 0 2 4 St a r t T i m e St a r t T i m e 11 16 16 2121 26 26 3131 36 36 4141 4646 5151 5656 6161 6666 7171 7676 To t a l To t a l Pa c e S p e e d Pa c e S p e e d Nu m b e r Nu m b e r in P a c e in P a c e 15 15 20 20 2525 30 30 3535 40 40 4545 5050 5555 6060 6565 7070 7575 99 9 99 9 12 : 0 0 A M 0 0 0 0 0 1 1 0 1 0 0 0 0 0 3 36 - 4 5 2 01 : 0 0 A M 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 36 - 4 5 1 02 : 0 0 A M 0 0 0 1 1 0 0 0 0 1 0 0 0 0 0 2 21 - 3 0 1 03 : 0 0 A M 0 0 0 0 0 0 1 0 0 0 0 0 1 1 0 2 36 - 4 5 1 04 : 0 0 A M 0 0 0 0 0 1 1 1 4 0 0 0 0 0 7 46 - 5 5 5 05 : 0 0 A M 0 0 0 0 0 0 1 4 1 0 0 0 0 0 6 45 - 5 4 5 06 : 0 0 A M 0 0 0 0 1 1 4 2 0 1 6 1 0 2 1 0 0 0 5 4 4 1 - 5 0 3 6 07 : 0 0 A M 2 2 0 0 0 0 9 9 5959 9696 3232 1313 2 1 1 0 0 2 1 4 21 4 41 - 5 0 1 5 5 08 : 0 0 A M 0 0 0 0 1 4 1 6 2 2 2 5 6 1 1 0 0 7 6 4 6 - 5 5 4 7 09 : 0 0 A M 0 0 0 0 1 6 1 4 1 9 1 6 9 2 0 0 0 6 7 4 6 - 5 5 3 5 10 : 0 0 A M 0 0 0 0 0 1 1 5 2 4 1 8 8 3 3 0 0 0 6 9 4 6 - 5 5 4 2 11 : 0 0 A M 0 0 0 0 0 4 1 9 2 7 1 2 3 2 1 0 0 6 8 4 1 - 5 0 4 6 12 : 0 0 P M 0 1 1 0 0 0 1 1 8 2 1 2 3 6 1 0 0 0 7 1 4 6 - 5 5 4 4 01 : 0 0 P M 0 1 1 1 11 33 88 2929 24 7 2 0 0 0 0 7 6 4 1 - 5 0 5 3 02 : 0 0 P M 1 0 0 1 0 5 1 4 2 9 2 3 6 3 1 1 0 0 8 3 4 6 - 5 5 5 2 03 : 0 0 P M 2 2 0 1 0 0 0 1 8 6 0 60 40 1 1 0 1 0 1 1 13 4 13 4 46 - 5 5 1 0 0 04 : 0 0 P M 1 0 0 0 0 0 1 1 2 8 4 1 41 1212 44 0 0 0 9 7 4 6 - 5 5 6 9 05 : 0 0 P M 0 0 0 0 0 3 2 6 3 5 2 2 1 2 2 0 0 0 1 0 0 4 1 - 5 0 6 1 06 : 0 0 P M 0 0 0 0 0 0 1 1 0 1 0 4 2 0 0 0 2 7 4 6 - 5 5 2 0 07 : 0 0 P M 0 0 0 0 0 1 6 2 6 4 0 0 0 0 1 9 5 1 - 6 0 1 0 08 : 0 0 P M 0 0 0 0 1 0 3 7 4 0 0 0 2 2 0 1 7 4 6 - 5 5 1 1 09 : 0 0 P M 0 0 0 0 0 0 3 1 0 1 0 0 0 0 5 41 - 5 0 4 10 : 0 0 P M 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 41 - 5 0 2 11 : 0 0 P M 0 0 0 0 0 0 1 0 1 0 0 0 0 0 2 36 - 4 5 1 Da y T o t a l Da y T o t a l Pe r c e n t Pe r c e n t 6 0. 5 % 2 0. 2 % 2 0. 2 % 3 0. 2 % 7 0. 6 % 48 4% 27 8 23 . 1 % 42 8 35 . 6 % 29 7 24 . 7 % 99 8. 2 % 23 1. 9 % 5 0. 4 % 3 0. 2 % 1 0. 1 % 12 0 2 4 6 - 5 5 7 2 5 AM P e a k AM P e a k Vo l u m e Vo l u m e 7: 0 0 A M 2 12 : 0 0 A M 0 12 : 0 0 A M 0 2: 0 0 A M 1 6: 0 0 A M 1 7: 0 0 A M 9 7: 0 0 A M 59 7: 0 0 A M 96 7: 0 0 A M 32 7: 0 0 A M 13 10 : 0 0 A M 3 7: 0 0 A M 1 3: 0 0 A M 1 12 : 0 0 A M 0 7: 0 0 A M 21 4 PM P e a k PM P e a k Vo l u m e Vo l u m e 3: 0 0 P M 2 12 : 0 0 P M 1 1: 0 0 P M 1 1: 0 0 P M 1 1: 0 0 P M 3 1: 0 0 P M 8 1: 0 0 P M 29 3: 0 0 P M 60 4: 0 0 P M 41 4: 0 0 P M 12 4: 0 0 P M 4 2: 0 0 P M 1 8: 0 0 P M 2 3: 0 0 P M 1 3: 0 0 P M 13 4 Co m m e n t s : S p e e d a n d v o l u m e o n C o u n t y R o a d 1 3 Re p o r t g e n e r a t e d o n 2 / 2 2 / 2 0 2 4 8 : 3 9 A M SO U R C E : Q u a l i t y C o u n t s , L L C ( h t t p : / / w w w . q u a l i t y c o u n t s . n e t ) Pa g e 1 o f 2 Ty p e o f r e p o r t : T u b e C o u n t - S p e e d D a t a SU M M A R Y - T u b e C o u n t - S p e e d D a t a SU M M A R Y - T u b e C o u n t - S p e e d D a t a LO C A T I O N : LO C A T I O N : CR 1 3 B t w n C R 3 2 a n d C R 3 4 QC J O B # : QC J O B # : 16 4 7 3 0 0 1 SP E C I F I C L O C A T I O N : SP E C I F I C L O C A T I O N : DI R E C T I O N : DI R E C T I O N : NB CI T Y / S T A T E : CI T Y / S T A T E : Fa i r h o p e , A L DA T E : DA T E : Fe b 2 1 2 0 2 4 Sp e e d R a n g e Sp e e d R a n g e 11 16 16 2121 26 26 3131 36 36 4141 46 46 5151 56 56 6161 66 66 7171 76 76 To t a l To t a l Pa c e S p e e d Pa c e S p e e d Nu m b e r i n Nu m b e r i n Pa c e Pa c e 15 15 20 20 2525 30 30 3535 40 40 4545 50 50 5555 60 60 6565 70 70 7575 99 9 99 9 Gr a n d T o t a l Gr a n d T o t a l Pe r c e n t Pe r c e n t 6 0. 5 % 2 0. 2 % 2 0. 2 % 3 0. 2 % 7 0. 6 % 48 4% 27 8 23 . 1 % 42 8 35 . 6 % 29 7 24 . 7 % 99 8. 2 % 23 1. 9 % 5 0. 4 % 3 0. 2 % 1 0. 1 % 12 0 2 4 6 - 5 5 7 2 5 Cu m u l a t i v e Cu m u l a t i v e Pe r c e n t Pe r c e n t 0. 5 % 0 . 7 % 0 . 8 % 1 . 1 % 1 . 7 % 5 . 7 % 2 8 . 8 % 6 4 . 4 % 8 9 . 1 % 9 7 . 3 % 9 9 . 3 % 9 9 . 7 % 9 9 . 9 % 1 0 0 % AD T AD T 12 0 2 12 0 2 85 t h P e r c e n t i l e : 85 t h P e r c e n t i l e : 54 M P H Me a n S p e e d ( A v e r a g e ) : Me a n S p e e d ( A v e r a g e ) : 47 M P H Me d i a n : Me d i a n : 47 M P H Mo d e : Mo d e : 48 M P H Co m m e n t s : S p e e d a n d v o l u m e o n C o u n t y R o a d 1 3 Re p o r t g e n e r a t e d o n 2 / 2 2 / 2 0 2 4 8 : 3 9 A M SO U R C E : Q u a l i t y C o u n t s , L L C ( h t t p : / / w w w . q u a l i t y c o u n t s . n e t ) Pa g e 2 o f 2 24 Ty p e o f r e p o r t : T u b e C o u n t - V o l u m e D a t a LO C A T I O N : LO C A T I O N : CR 1 3 B t w n C R 3 2 a n d C R 3 4 QC J O B # : QC J O B # : 16 4 7 3 0 0 1 SP E C I F I C L O C A T I O N : SP E C I F I C L O C A T I O N : DI R E C T I O N : DI R E C T I O N : NB CI T Y / S T A T E : CI T Y / S T A T E : Fa i r h o p e , A L DA T E : DA T E : Fe b 2 1 2 0 2 4 - F e b 2 1 2 0 2 4 St a r t T i m e St a r t T i m e Mo n Mo n Tu e Tu e We d We d Th u Th u Fr i Fr i Av e r a g e W e e k d a y Av e r a g e W e e k d a y Ho u r l y T r a f f i c Ho u r l y T r a f f i c Sa t Sa t Su n Su n Av e r a g e W e e k Av e r a g e W e e k Ho u r l y T r a f f i c Ho u r l y T r a f f i c Av e r a g e W e e k P r o f i l e Av e r a g e W e e k P r o f i l e 21 F e b 2 4 12 : 0 0 A M 3 3 3 01 : 0 0 A M 1 1 1 02 : 0 0 A M 2 2 2 03 : 0 0 A M 2 2 2 04 : 0 0 A M 7 7 7 05 : 0 0 A M 6 6 6 06 : 0 0 A M 54 54 54 07 : 0 0 A M 21 4 21 4 21 4 21 4 21 4 21 4 08 : 0 0 A M 76 76 76 09 : 0 0 A M 67 67 67 10 : 0 0 A M 69 69 69 11 : 0 0 A M 68 68 68 12 : 0 0 P M 71 71 71 01 : 0 0 P M 76 76 76 02 : 0 0 P M 83 83 83 03 : 0 0 P M 13 4 13 4 13 4 13 4 13 4 13 4 04 : 0 0 P M 97 97 97 05 : 0 0 P M 10 0 10 0 10 0 06 : 0 0 P M 27 27 27 07 : 0 0 P M 19 19 19 08 : 0 0 P M 17 17 17 09 : 0 0 P M 5 5 5 10 : 0 0 P M 2 2 2 11 : 0 0 P M 2 2 2 Da y T o t a l Da y T o t a l 12 0 2 12 0 2 12 0 2 % W e e k d a y Av e r a g e 10 0 % % W e e k Av e r a g e 10 0 % 10 0 % AM P e a k Vo l u m e 7: 0 0 A M 21 4 7: 0 0 A M 21 4 7: 0 0 A M 21 4 PM P e a k Vo l u m e 3: 0 0 P M 13 4 3: 0 0 P M 13 4 3: 0 0 P M 13 4 Co m m e n t s : S p e e d a n d v o l u m e o n C o u n t y R o a d 1 3 Re p o r t g e n e r a t e d o n 2 / 2 2 / 2 0 2 4 8 : 3 9 A M SO U R C E : Q u a l i t y C o u n t s , L L C ( h t t p : / / w w w . q u a l i t y c o u n t s . n e t ) Pa g e 1 o f 1 Ty p e o f r e p o r t : T u b e C o u n t - S p e e d D a t a LO C A T I O N : LO C A T I O N : CR 1 3 B t w n C R 3 2 a n d C R 3 4 QC J O B # : QC J O B # : 16 4 7 3 0 0 1 SP E C I F I C L O C A T I O N : SP E C I F I C L O C A T I O N : DI R E C T I O N : DI R E C T I O N : SB CI T Y / S T A T E : CI T Y / S T A T E : Fa i r h o p e , A L DA T E : DA T E : Fe b 2 1 2 0 2 4 St a r t T i m e St a r t T i m e 11 16 16 2121 26 26 3131 36 36 4141 4646 5151 5656 6161 6666 7171 7676 To t a l To t a l Pa c e S p e e d Pa c e S p e e d Nu m b e r Nu m b e r in P a c e in P a c e 15 15 20 20 2525 30 30 3535 40 40 4545 5050 5555 6060 6565 7070 7575 99 9 99 9 12 : 0 0 A M 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 36 - 4 5 1 01 : 0 0 A M 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 46 - 5 5 1 02 : 0 0 A M 0 0 0 0 0 0 2 0 1 0 0 0 0 0 3 36 - 4 5 2 03 : 0 0 A M 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 41 - 5 0 1 04 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- 1 0 0 05 : 0 0 A M 0 0 0 0 0 0 1 4 1 1 0 1 1 0 0 8 45 - 5 4 5 06 : 0 0 A M 0 0 0 0 0 2 5 2 0 1 2 9 1 0 0 0 4 9 4 6 - 5 5 3 2 07 : 0 0 A M 3 3 0 0 0 0 4 1 9 19 4040 5050 1919 55 0 0 0 1 4 0 14 0 46 - 5 5 9 0 08 : 0 0 A M 1 0 0 0 0 0 7 2 1 1 8 7 0 1 0 1 1 56 4 6 - 5 5 3 9 09 : 0 0 A M 0 0 0 0 1 1 3 9 1 8 1 1 4 0 0 0 0 4 6 4 6 - 5 5 2 9 10 : 0 0 A M 0 0 0 1 1 1 3 1 6 2 4 1 5 5 1 0 0 0 6 6 4 1 - 5 0 4 0 11 : 0 0 A M 0 0 0 1 1 6 6 9 1 5 1 8 6 1 0 0 0 5 7 4 6 - 5 5 3 3 12 : 0 0 P M 2 0 0 0 1 8 8 24 2 7 2 1 4 1 0 0 0 8 8 4 1 - 5 0 5 1 01 : 0 0 P M 2 0 0 2 2 1 4 1 6 1 7 9 5 1 0 0 0 5 7 4 1 - 5 0 3 3 02 : 0 0 P M 1 0 1 1 0 1 5 1 4 3 3 1 6 0 1 0 0 0 7 2 4 6 - 5 5 4 9 03 : 0 0 P M 3 3 0 0 0 0 3 2 9 29 6767 5252 1313 55 0 0 0 1 7 2 17 2 46 - 5 5 1 1 9 04 : 0 0 P M 2 0 1 0 0 2 2 4 4 6 3 7 8 0 0 1 1 0 1 2 1 4 6 - 5 5 8 3 05 : 0 0 P M 1 0 0 0 3 3 4 2 2 4 3 2 6 1 3 3 1 1 1 0 1 1 7 4 6 - 5 5 6 9 06 : 0 0 P M 1 0 0 0 1 4 1 9 1 6 1 2 2 0 0 0 0 5 5 4 1 - 5 0 3 5 07 : 0 0 P M 0 0 0 0 0 1 5 1 1 7 7 1 1 1 0 3 4 4 6 - 5 5 1 8 08 : 0 0 P M 0 0 0 0 0 2 9 1 4 7 1 0 0 0 0 3 3 4 1 - 5 0 2 3 09 : 0 0 P M 0 0 0 0 0 3 4 2 3 0 1 0 0 0 1 3 3 6 - 4 5 7 10 : 0 0 P M 0 0 0 0 0 1 3 2 0 1 1 0 0 0 8 41 - 5 0 5 11 : 0 0 P M 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1 2 41 - 5 0 1 Da y T o t a l Da y T o t a l Pe r c e n t Pe r c e n t 16 1. 3 % 0 0% 2 0. 2 % 4 0. 3 % 10 0. 8 % 55 4. 6 % 23 8 19 . 8 % 42 2 35 . 2 % 31 7 26 . 4 % 10 5 8. 8 % 22 1. 8 % 4 0. 3 % 3 0. 3 % 2 0. 2 % 12 0 0 4 6 - 5 5 7 3 9 AM P e a k AM P e a k Vo l u m e Vo l u m e 7: 0 0 A M 3 12 : 0 0 A M 0 12 : 0 0 A M 0 10 : 0 0 A M 1 9: 0 0 A M 1 11 : 0 0 A M 6 7: 0 0 A M 19 7: 0 0 A M 40 7: 0 0 A M 50 7: 0 0 A M 19 7: 0 0 A M 5 5: 0 0 A M 1 12 : 0 0 A M 0 8: 0 0 A M 1 7: 0 0 A M 14 0 PM P e a k PM P e a k Vo l u m e Vo l u m e 3: 0 0 P M 3 12 : 0 0 P M 0 2: 0 0 P M 1 1: 0 0 P M 2 5: 0 0 P M 3 12 : 0 0 P M 8 3: 0 0 P M 29 3: 0 0 P M 67 3: 0 0 P M 52 3: 0 0 P M 13 3: 0 0 P M 5 5: 0 0 P M 1 4: 0 0 P M 1 11 : 0 0 P M 1 3: 0 0 P M 17 2 Co m m e n t s : S p e e d a n d v o l u m e o n C o u n t y R o a d 1 3 Re p o r t g e n e r a t e d o n 2 / 2 2 / 2 0 2 4 8 : 3 9 A M SO U R C E : Q u a l i t y C o u n t s , L L C ( h t t p : / / w w w . q u a l i t y c o u n t s . n e t ) Pa g e 1 o f 2 Ty p e o f r e p o r t : T u b e C o u n t - S p e e d D a t a SU M M A R Y - T u b e C o u n t - S p e e d D a t a SU M M A R Y - T u b e C o u n t - S p e e d D a t a LO C A T I O N : LO C A T I O N : CR 1 3 B t w n C R 3 2 a n d C R 3 4 QC J O B # : QC J O B # : 16 4 7 3 0 0 1 SP E C I F I C L O C A T I O N : SP E C I F I C L O C A T I O N : DI R E C T I O N : DI R E C T I O N : SB CI T Y / S T A T E : CI T Y / S T A T E : Fa i r h o p e , A L DA T E : DA T E : Fe b 2 1 2 0 2 4 Sp e e d R a n g e Sp e e d R a n g e 11 16 16 2121 26 26 3131 36 36 4141 46 46 5151 56 56 6161 66 66 7171 76 76 To t a l To t a l Pa c e S p e e d Pa c e S p e e d Nu m b e r i n Nu m b e r i n Pa c e Pa c e 15 15 20 20 2525 30 30 3535 40 40 4545 50 50 5555 60 60 6565 70 70 7575 99 9 99 9 Gr a n d T o t a l Gr a n d T o t a l Pe r c e n t Pe r c e n t 16 1. 3 % 0 0% 2 0. 2 % 4 0. 3 % 10 0. 8 % 55 4. 6 % 23 8 19 . 8 % 42 2 35 . 2 % 31 7 26 . 4 % 10 5 8. 8 % 22 1. 8 % 4 0. 3 % 3 0. 3 % 2 0. 2 % 12 0 0 4 6 - 5 5 7 3 9 Cu m u l a t i v e Cu m u l a t i v e Pe r c e n t Pe r c e n t 1. 3 % 1 . 3 % 1 . 5 % 1 . 8 % 2 . 7 % 7 . 3 % 2 7 . 1 % 6 2 . 3 % 8 8 . 7 % 9 7 . 4 % 9 9 . 3 % 9 9 . 6 % 9 9 . 8 % 1 0 0 % AD T AD T 12 0 0 12 0 0 85 t h P e r c e n t i l e : 85 t h P e r c e n t i l e : 54 M P H Me a n S p e e d ( A v e r a g e ) : Me a n S p e e d ( A v e r a g e ) : 48 M P H Me d i a n : Me d i a n : 48 M P H Mo d e : Mo d e : 48 M P H Co m m e n t s : S p e e d a n d v o l u m e o n C o u n t y R o a d 1 3 Re p o r t g e n e r a t e d o n 2 / 2 2 / 2 0 2 4 8 : 3 9 A M SO U R C E : Q u a l i t y C o u n t s , L L C ( h t t p : / / w w w . q u a l i t y c o u n t s . n e t ) Pa g e 2 o f 2 24 Ty p e o f r e p o r t : T u b e C o u n t - V o l u m e D a t a LO C A T I O N : LO C A T I O N : CR 1 3 B t w n C R 3 2 a n d C R 3 4 QC J O B # : QC J O B # : 16 4 7 3 0 0 1 SP E C I F I C L O C A T I O N : SP E C I F I C L O C A T I O N : DI R E C T I O N : DI R E C T I O N : SB CI T Y / S T A T E : CI T Y / S T A T E : Fa i r h o p e , A L DA T E : DA T E : Fe b 2 1 2 0 2 4 - F e b 2 1 2 0 2 4 St a r t T i m e St a r t T i m e Mo n Mo n Tu e Tu e We d We d Th u Th u Fr i Fr i Av e r a g e W e e k d a y Av e r a g e W e e k d a y Ho u r l y T r a f f i c Ho u r l y T r a f f i c Sa t Sa t Su n Su n Av e r a g e W e e k Av e r a g e W e e k Ho u r l y T r a f f i c Ho u r l y T r a f f i c Av e r a g e W e e k P r o f i l e Av e r a g e W e e k P r o f i l e 21 F e b 2 4 12 : 0 0 A M 1 1 1 01 : 0 0 A M 1 1 1 02 : 0 0 A M 3 3 3 03 : 0 0 A M 1 1 1 04 : 0 0 A M 0 0 0 05 : 0 0 A M 8 8 8 06 : 0 0 A M 49 49 49 07 : 0 0 A M 14 0 14 0 14 0 14 0 14 0 14 0 08 : 0 0 A M 56 56 56 09 : 0 0 A M 46 46 46 10 : 0 0 A M 66 66 66 11 : 0 0 A M 57 57 57 12 : 0 0 P M 88 88 88 01 : 0 0 P M 57 57 57 02 : 0 0 P M 72 72 72 03 : 0 0 P M 17 2 17 2 17 2 17 2 17 2 17 2 04 : 0 0 P M 12 1 12 1 12 1 05 : 0 0 P M 11 7 11 7 11 7 06 : 0 0 P M 55 55 55 07 : 0 0 P M 34 34 34 08 : 0 0 P M 33 33 33 09 : 0 0 P M 13 13 13 10 : 0 0 P M 8 8 8 11 : 0 0 P M 2 2 2 Da y T o t a l Da y T o t a l 12 0 0 12 0 0 12 0 0 % W e e k d a y Av e r a g e 10 0 % % W e e k Av e r a g e 10 0 % 10 0 % AM P e a k Vo l u m e 7: 0 0 A M 14 0 7: 0 0 A M 14 0 7: 0 0 A M 14 0 PM P e a k Vo l u m e 3: 0 0 P M 17 2 3: 0 0 P M 17 2 3: 0 0 P M 17 2 Co m m e n t s : S p e e d a n d v o l u m e o n C o u n t y R o a d 1 3 Re p o r t g e n e r a t e d o n 2 / 2 2 / 2 0 2 4 8 : 3 9 A M SO U R C E : Q u a l i t y C o u n t s , L L C ( h t t p : / / w w w . q u a l i t y c o u n t s . n e t ) Pa g e 1 o f 1 D APPENDIX – D: EXISTING CONDITIONS CAPACITY ANALYSES HCM 6th AWSC 3: CO 13 & CO 34 02/22/2024 AM Peak 02/07/2024 Existing Conditions in 2024 Synchro 10 Light Report Page 1 Intersection Intersection Delay, s/veh 10.6 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 22 36 10 22 159 48 30 179 9 22 116 14 Future Vol, veh/h 22 36 10 22 159 48 30 179 9 22 116 14 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, %6 6 6 7 7 7 3 3 3 3 3 3 Mvmt Flow 24 40 11 24 177 53 33 199 10 24 129 16 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 9.3 11.1 10.9 10.1 HCM LOS A B B B Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, %100% 0% 32% 10% 14% Vol Thru, %0% 95% 53% 69% 76% Vol Right, %0% 5% 15% 21% 9% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 30 188 68 229 152 LT Vol 30 0 22 22 22 Through Vol 0 179 36 159 116 RT Vol 0 9 10 48 14 Lane Flow Rate 33 209 76 254 169 Geometry Grp 7 7 2 2 5 Degree of Util (X) 0.057 0.328 0.116 0.359 0.249 Departure Headway (Hd)6.187 5.648 5.517 5.184 5.314 Convergence, Y/N Yes Yes Yes Yes Yes Cap 582 641 651 697 679 Service Time 3.887 3.348 3.542 3.184 3.328 HCM Lane V/C Ratio 0.057 0.326 0.117 0.364 0.249 HCM Control Delay 9.3 11.1 9.3 11.1 10.1 HCM Lane LOS A B A B B HCM 95th-tile Q 0.2 1.4 0.4 1.6 1 HCM 2010 Roundabout 8: CO 13 & CO32 02/22/2024 AM Peak 02/07/2024 Existing Conditions in 2024 Synchro 10 Light Report Page 1 Intersection Intersection Delay, s/veh 8.7 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 177 524 177 160 Demand Flow Rate, veh/h 193 535 180 167 Vehicles Circulating, veh/h 160 133 240 412 Vehicles Exiting, veh/h 419 287 113 256 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 6.1 10.7 6.2 7.6 Approach LOS A B A A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 193 535 180 167 Cap Entry Lane, veh/h 963 989 889 748 Entry HV Adj Factor 0.918 0.980 0.984 0.956 Flow Entry, veh/h 177 524 177 160 Cap Entry, veh/h 884 969 875 716 V/C Ratio 0.200 0.541 0.203 0.223 Control Delay, s/veh 6.1 10.7 6.2 7.6 LOS A B A A 95th %tile Queue, veh 1 3 1 1 HCM 6th TWSC 14: CO 32 & Bankhead Blvd 02/22/2024 AM Peak 02/07/2024 Existing Conditions in 2024 Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 1.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 9 233 424 10 32 41 Future Vol, veh/h 9 233 424 10 32 41 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 200 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 4 4 3 3 2 2 Mvmt Flow 10 253 461 11 35 45 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 472 0 - 0 740 467 Stage 1 - - - - 467 - Stage 2 - - - - 273 - Critical Hdwy 4.14 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.236 - - - 3.518 3.318 Pot Cap-1 Maneuver 1079 - - - 384 596 Stage 1 - - - - 631 - Stage 2 - - - - 773 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1079 - - - 381 596 Mov Cap-2 Maneuver - - - - 381 - Stage 1 - - - - 625 - Stage 2 - - - - 773 - Approach EB WB SB HCM Control Delay, s 0.3 0 13.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h)1079 - - - 381 596 HCM Lane V/C Ratio 0.009 - - - 0.091 0.075 HCM Control Delay (s) 8.4 - - - 15.4 11.5 HCM Lane LOS A - - - C B HCM 95th %tile Q(veh) 0 - - - 0.3 0.2 HCM 6th AWSC 3: CO 13 & CO 34 02/22/2024 PM Peak 02/07/2024 Existing Conditions in 2024 Synchro 10 Light Report Page 1 Intersection Intersection Delay, s/veh 9.4 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 35 81 11 10 80 19 11 120 9 27 134 17 Future Vol, veh/h 35 81 11 10 80 19 11 120 9 27 134 17 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, %5 5 5 6 6 6 2 2 2 2 2 2 Mvmt Flow 39 90 12 11 89 21 12 133 10 30 149 19 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 9.3 9.1 9.4 9.7 HCM LOS A A A A Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, %100% 0% 28% 9% 15% Vol Thru, %0% 93% 64% 73% 75% Vol Right, %0% 7% 9% 17% 10% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 11 129 127 109 178 LT Vol 11 0 35 10 27 Through Vol 0 120 81 80 134 RT Vol 0 9 11 19 17 Lane Flow Rate 12 143 141 121 198 Geometry Grp 7 7 2 2 5 Degree of Util (X) 0.02 0.212 0.197 0.168 0.268 Departure Headway (Hd)5.889 5.335 5.031 4.989 4.875 Convergence, Y/N Yes Yes Yes Yes Yes Cap 605 669 708 713 732 Service Time 3.653 3.099 3.097 3.056 2.936 HCM Lane V/C Ratio 0.02 0.214 0.199 0.17 0.27 HCM Control Delay 8.8 9.5 9.3 9.1 9.7 HCM Lane LOS A A A A A HCM 95th-tile Q 0.1 0.8 0.7 0.6 1.1 HCM 2010 Roundabout 8: CO 13 & CO32 02/22/2024 PM Peak 02/07/2024 Existing Conditions in 2024 Synchro 10 Light Report Page 1 Intersection Intersection Delay, s/veh 7.3 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 345 302 71 170 Demand Flow Rate, veh/h 362 314 77 177 Vehicles Circulating, veh/h 192 80 425 237 Vehicles Exiting, veh/h 222 422 129 157 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 8.5 6.6 6.4 6.2 Approach LOS A A A A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 362 314 77 177 Cap Entry Lane, veh/h 933 1043 739 892 Entry HV Adj Factor 0.953 0.963 0.928 0.961 Flow Entry, veh/h 345 302 71 170 Cap Entry, veh/h 889 1005 685 857 V/C Ratio 0.388 0.301 0.104 0.199 Control Delay, s/veh 8.5 6.6 6.4 6.2 LOS A A A A 95th %tile Queue, veh 2 1 0 1 HCM 6th TWSC 14: CO 32 & Bankhead Blvd 02/22/2024 PM Peak 02/07/2024 Existing Conditions in 2024 Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 27 344 255 17 12 14 Future Vol, veh/h 27 344 255 17 12 14 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 200 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 6 6 3 3 4 4 Mvmt Flow 29 374 277 18 13 15 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 295 0 - 0 718 286 Stage 1 - - - - 286 - Stage 2 - - - - 432 - Critical Hdwy 4.16 - - - 6.44 6.24 Critical Hdwy Stg 1 - - - - 5.44 - Critical Hdwy Stg 2 - - - - 5.44 - Follow-up Hdwy 2.254 - - - 3.536 3.336 Pot Cap-1 Maneuver 1244 - - - 393 748 Stage 1 - - - - 758 - Stage 2 - - - - 650 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1244 - - - 384 748 Mov Cap-2 Maneuver - - - - 384 - Stage 1 - - - - 741 - Stage 2 - - - - 650 - Approach EB WB SB HCM Control Delay, s 0.6 0 12.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h)1244 - - - 384 748 HCM Lane V/C Ratio 0.024 - - - 0.034 0.02 HCM Control Delay (s) 8 - - - 14.7 9.9 HCM Lane LOS A - - - B A HCM 95th %tile Q(veh) 0.1 - - - 0.1 0.1 E APPENDIX – E: TRIP GENERATION Land Use: 210 Single-Family Detached Housing Description A single-family detached housing site includes any single-family detached home on an individual lot. A typical site surveyed is a suburban subdivision. Specialized Land Use Data have been submitted for several single-family detached housing developments with homes that are commonly referred to as patio homes. A patio home is a detached housing unit that is located on a small lot with little (or no) front or back yard. In some subdivisions, communal maintenance of outside grounds is provided for the patio homes. The three patio home sites total 299 dwelling units with overall weighted average trip generation rates of 5.35 vehicle trips per dwelling unit for weekday, 0.26 for the AM adjacent street peak hour, and 0.47 for the PM adjacent street peak hour. These patio home rates based on a small sample of sites are lower than those for single-family detached housing (Land Use 210), lower than those for single-family attached housing (Land Use 251), and higher than those for senior adult housing -- single-family (Land Use 251). Further analysis of this housing type will be conducted in a future edition of Trip Generation Manual. Additional Data The technical appendices provide supporting information on time-of-day distributions for this land use. The appendices can be accessed through either the ITETripGen web app or the trip generation resource page on the ITE website (https://www.ite.org/technical-resources/topics/trip- and-parking-generation/). For 30 of the study sites, data on the number of residents and number of household vehicles are available. The overall averages for the 30 sites are 3.6 residents per dwelling unit and 1.5 vehicles per dwelling unit. The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 2010s in Arizona, California, Connecticut, Delaware, Illinois, Indiana, Kentucky, Maryland, Massachusetts, Minnesota, Montana, New Jersey, North Carolina, Ohio, Ontario (CAN), Oregon, Pennsylvania, South Carolina, South Dakota, Tennessee, Vermont, Virginia, and West Virginia. Source Numbers 100, 105, 114, 126, 157, 167, 177, 197, 207, 211, 217, 267, 275, 293, 300, 319, 320, 356, 357, 367, 384, 387, 407, 435, 522, 550, 552, 579, 598, 601, 603, 614, 637, 711, 716, 720, 728, 735, 868, 869, 903, 925, 936, 1005, 1007, 1008, 1010, 1033, 1066, 1077,1078, 1079 218 Trip Generation Manual 11th Edition • Volume 3 Single-Family Detached Housing(210) Vehicle Trip Ends vs:Dwelling Units On a: Weekday Setting/Location:General Urban/Suburban Number of Studies: 174 Avg. Num. of Dwelling Units: 246 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 9.43 4.45 - 22.61 2.13 Data Plot and Equation 0 1000 2000 30000 10000 20000 30000 Average RateStudy Site Fitted Curve Fitted Curve Equation: Ln(T)= 0.92 Ln(X)+ 2.68 R²= 0.95 X = Number of Dwelling Units T = T r i p s E n d s 219General Urban/Suburban and Rural (Land Uses 000–399) Single-Family Detached Housing(210) Vehicle Trip Ends vs:Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies: 192 Avg. Num. of Dwelling Units: 226 Directional Distribution: 26% entering, 74% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.70 0.27 - 2.27 0.24 Data Plot and Equation 0 1000 2000 30000 1000 2000 Average RateStudy Site Fitted Curve Fitted Curve Equation: Ln(T)= 0.91 Ln(X)+ 0.12 R²= 0.90 X = Number of Dwelling Units T = T r i p s E n d s 220 Trip Generation Manual 11th Edition • Volume 3 Single-Family Detached Housing(210) Vehicle Trip Ends vs:Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies: 208 Avg. Num. of Dwelling Units: 248 Directional Distribution: 63% entering, 37% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.94 0.35 - 2.98 0.31 Data Plot and Equation 0 1000 2000 30000 1000 2000 3000 Average RateStudy Site Fitted Curve Fitted Curve Equation: Ln(T)= 0.94 Ln(X)+ 0.27 R²= 0.92 X = Number of Dwelling Units T = T r i p s E n d s 221General Urban/Suburban and Rural (Land Uses 000–399) F APPENDIX – F: FUTURE CONDITIONS CAPACITY ANALYSES WITHOUT DEVELOPMENT HCM 6th AWSC 3: CO 13 & CO 34 02/22/2024 AM Peak 02/07/2024 Future No-build Conditions in 2025 Synchro 10 Light Report Page 1 Intersection Intersection Delay, s/veh 11.6 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 41 12 25 179 54 34 201 11 25 131 16 Future Vol, veh/h 25 41 12 25 179 54 34 201 11 25 131 16 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, %6 6 6 7 7 7 3 3 3 3 3 3 Mvmt Flow 28 46 13 28 199 60 38 223 12 28 146 18 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 9.8 12.4 11.8 10.9 HCM LOS A B B B Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, %100% 0% 32% 10% 15% Vol Thru, %0% 95% 53% 69% 76% Vol Right, %0% 5% 15% 21% 9% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 34 212 78 258 172 LT Vol 34 0 25 25 25 Through Vol 0 201 41 179 131 RT Vol 0 11 12 54 16 Lane Flow Rate 38 236 87 287 191 Geometry Grp 7 7 2 2 5 Degree of Util (X) 0.067 0.382 0.139 0.427 0.294 Departure Headway (Hd)6.383 5.84 5.784 5.364 5.543 Convergence, Y/N Yes Yes Yes Yes Yes Cap 562 617 619 671 648 Service Time 4.116 3.573 3.829 3.399 3.581 HCM Lane V/C Ratio 0.068 0.382 0.141 0.428 0.295 HCM Control Delay 9.6 12.2 9.8 12.4 10.9 HCM Lane LOS A B A B B HCM 95th-tile Q 0.2 1.8 0.5 2.1 1.2 HCM 6th Roundabout 8: CO 13 & CO32 02/25/2024 AM Peak 02/07/2024 Future No-build Conditions in 2025 Synchro 10 Light Report Page 1 Intersection Intersection Delay, s/veh 7.3 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 201 590 201 180 Demand Flow Rate, veh/h 219 602 204 190 Vehicles Circulating, veh/h 182 152 272 464 Vehicles Exiting, veh/h 472 324 129 290 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.2 8.8 5.3 6.8 Approach LOS A A A A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 219 602 204 190 Cap Entry Lane, veh/h 1146 1182 1046 860 Entry HV Adj Factor 0.916 0.981 0.985 0.949 Flow Entry, veh/h 201 590 201 180 Cap Entry, veh/h 1050 1159 1029 816 V/C Ratio 0.191 0.509 0.195 0.221 Control Delay, s/veh 5.2 8.8 5.3 6.8 LOS A A A A 95th %tile Queue, veh 1 3 1 1 HCM 6th TWSC 14: CO 32 & Bankhead Blvd 02/22/2024 AM Peak 02/07/2024 Future No-build Conditions in 2025 Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 1.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 11 262 476 12 36 47 Future Vol, veh/h 11 262 476 12 36 47 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 200 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 4 4 3 3 2 2 Mvmt Flow 12 285 517 13 39 51 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 530 0 - 0 833 524 Stage 1 - - - - 524 - Stage 2 - - - - 309 - Critical Hdwy 4.14 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.236 - - - 3.518 3.318 Pot Cap-1 Maneuver 1027 - - - 339 553 Stage 1 - - - - 594 - Stage 2 - - - - 745 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1027 - - - 335 553 Mov Cap-2 Maneuver - - - - 335 - Stage 1 - - - - 587 - Stage 2 - - - - 745 - Approach EB WB SB HCM Control Delay, s 0.3 0 14.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h)1027 - - - 335 553 HCM Lane V/C Ratio 0.012 - - - 0.117 0.092 HCM Control Delay (s) 8.5 - - - 17.2 12.2 HCM Lane LOS A - - - C B HCM 95th %tile Q(veh) 0 - - - 0.4 0.3 HCM 6th AWSC 3: CO 13 & CO 34 02/22/2024 PM Peak 02/07/2024 Future No-build Conditions in 2025 Synchro 10 Light Report Page 1 Intersection Intersection Delay, s/veh 10 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 40 91 13 12 90 22 13 135 11 31 151 20 Future Vol, veh/h 40 91 13 12 90 22 13 135 11 31 151 20 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, %5 5 5 6 6 6 2 2 2 2 2 2 Mvmt Flow 44 101 14 13 100 24 14 150 12 34 168 22 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 9.9 9.5 10 10.4 HCM LOS A A A B Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, %100% 0% 28% 10% 15% Vol Thru, %0% 92% 63% 73% 75% Vol Right, %0% 8% 9% 18% 10% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 13 146 144 124 202 LT Vol 13 0 40 12 31 Through Vol 0 135 91 90 151 RT Vol 0 11 13 22 20 Lane Flow Rate 14 162 160 138 224 Geometry Grp 7 7 2 2 5 Degree of Util (X) 0.024 0.247 0.231 0.197 0.312 Departure Headway (Hd)6.03 5.472 5.193 5.156 5.012 Convergence, Y/N Yes Yes Yes Yes Yes Cap 588 649 683 688 709 Service Time 3.82 3.262 3.282 3.25 3.099 HCM Lane V/C Ratio 0.024 0.25 0.234 0.201 0.316 HCM Control Delay 9 10.1 9.9 9.5 10.4 HCM Lane LOS A B A A B HCM 95th-tile Q 0.1 1 0.9 0.7 1.3 HCM 2010 Roundabout 8: CO 13 & CO32 02/22/2024 PM Peak 02/07/2024 Future No-build Conditions in 2025 Synchro 10 Light Report Page 1 Intersection Intersection Delay, s/veh 8.1 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 388 341 80 194 Demand Flow Rate, veh/h 407 354 87 202 Vehicles Circulating, veh/h 218 90 480 265 Vehicles Exiting, veh/h 249 477 145 179 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 9.7 7.2 7.0 6.8 Approach LOS A A A A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 407 354 87 202 Cap Entry Lane, veh/h 909 1033 699 867 Entry HV Adj Factor 0.954 0.962 0.920 0.959 Flow Entry, veh/h 388 341 80 194 Cap Entry, veh/h 866 993 643 832 V/C Ratio 0.448 0.343 0.124 0.233 Control Delay, s/veh 9.7 7.2 7.0 6.8 LOS A A A A 95th %tile Queue, veh 2 2 0 1 HCM 6th TWSC 14: CO 32 & Bankhead Blvd 02/22/2024 PM Peak 02/07/2024 Future No-build Conditions in 2025 Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 31 387 287 20 14 16 Future Vol, veh/h 31 387 287 20 14 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 200 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 6 6 3 3 4 4 Mvmt Flow 34 421 312 22 15 17 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 334 0 - 0 812 323 Stage 1 - - - - 323 - Stage 2 - - - - 489 - Critical Hdwy 4.16 - - - 6.44 6.24 Critical Hdwy Stg 1 - - - - 5.44 - Critical Hdwy Stg 2 - - - - 5.44 - Follow-up Hdwy 2.254 - - - 3.536 3.336 Pot Cap-1 Maneuver 1203 - - - 346 713 Stage 1 - - - - 729 - Stage 2 - - - - 612 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1203 - - - 336 713 Mov Cap-2 Maneuver - - - - 336 - Stage 1 - - - - 709 - Stage 2 - - - - 612 - Approach EB WB SB HCM Control Delay, s 0.6 0 13 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h)1203 - - - 336 713 HCM Lane V/C Ratio 0.028 - - - 0.045 0.024 HCM Control Delay (s) 8.1 - - - 16.2 10.2 HCM Lane LOS A - - - C B HCM 95th %tile Q(veh) 0.1 - - - 0.1 0.1 G APPENDIX – G: FUTURE CONDITIONS CAPACITY ANALYSES WITH DEVELOPMENT HCM 6th AWSC 3: CO 13 & CO 34 02/23/2024 AM Peak 02/07/2024 Future Build Conditions in 2025 Synchro 10 Light Report Page 1 Intersection Intersection Delay, s/veh 11.8 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 41 18 27 179 54 52 203 18 25 132 16 Future Vol, veh/h 25 41 18 27 179 54 52 203 18 25 132 16 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, %6 6 6 7 7 7 3 3 3 3 3 3 Mvmt Flow 28 46 20 30 199 60 58 226 20 28 147 18 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 9.9 12.7 12 11.1 HCM LOS A B B B Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, %100% 0% 30% 10% 14% Vol Thru, %0% 92% 49% 69% 76% Vol Right, %0% 8% 21% 21% 9% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 52 221 84 260 173 LT Vol 52 0 25 27 25 Through Vol 0 203 41 179 132 RT Vol 0 18 18 54 16 Lane Flow Rate 58 246 93 289 192 Geometry Grp 7 7 2 2 5 Degree of Util (X) 0.103 0.4 0.151 0.438 0.301 Departure Headway (Hd)6.432 5.867 5.842 5.46 5.632 Convergence, Y/N Yes Yes Yes Yes Yes Cap 558 614 612 659 638 Service Time 4.169 3.605 3.895 3.5 3.673 HCM Lane V/C Ratio 0.104 0.401 0.152 0.439 0.301 HCM Control Delay 9.9 12.5 9.9 12.7 11.1 HCM Lane LOS A B A B B HCM 95th-tile Q 0.3 1.9 0.5 2.2 1.3 HCM 6th Roundabout 8: CO 13 & CO32 02/23/2024 AM Peak 02/07/2024 Future Build Conditions in 2025 Synchro 10 Light Report Page 1 Intersection Intersection Delay, s/veh 7.5 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 206 602 203 200 Demand Flow Rate, veh/h 225 614 206 210 Vehicles Circulating, veh/h 193 157 285 468 Vehicles Exiting, veh/h 485 334 133 303 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.3 9.1 5.4 7.1 Approach LOS A A A A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 225 614 206 210 Cap Entry Lane, veh/h 1133 1176 1032 856 Entry HV Adj Factor 0.917 0.981 0.985 0.953 Flow Entry, veh/h 206 602 203 200 Cap Entry, veh/h 1040 1153 1016 816 V/C Ratio 0.199 0.522 0.200 0.245 Control Delay, s/veh 5.3 9.1 5.4 7.1 LOS A A A A 95th %tile Queue, veh 1 3 1 1 HCM 6th TWSC 14: CO 32 & Bankhead Blvd 02/23/2024 AM Peak 02/07/2024 Future Build Conditions in 2025 Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 7 266 477 12 34 34 Future Vol, veh/h 7 266 477 12 34 34 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 200 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 4 4 3 3 2 2 Mvmt Flow 8 289 518 13 37 37 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 531 0 - 0 830 525 Stage 1 - - - - 525 - Stage 2 - - - - 305 - Critical Hdwy 4.14 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.236 - - - 3.518 3.318 Pot Cap-1 Maneuver 1026 - - - 340 552 Stage 1 - - - - 593 - Stage 2 - - - - 748 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1026 - - - 337 552 Mov Cap-2 Maneuver - - - - 337 - Stage 1 - - - - 588 - Stage 2 - - - - 748 - Approach EB WB SB HCM Control Delay, s 0.2 0 14.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h)1026 - - - 337 552 HCM Lane V/C Ratio 0.007 - - - 0.11 0.067 HCM Control Delay (s) 8.5 - - - 17 12 HCM Lane LOS A - - - C B HCM 95th %tile Q(veh) 0 - - - 0.4 0.2 HCM 6th AWSC 3: CO 13 & CO 34 02/23/2024 PM Peak 02/07/2024 Future Build Conditions in 2025 Synchro 10 Light Report Page 1 Intersection Intersection Delay, s/veh 10.3 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 40 91 33 20 90 22 25 137 16 31 154 20 Future Vol, veh/h 40 91 33 20 90 22 25 137 16 31 154 20 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, %5 5 5 6 6 6 2 2 2 2 2 2 Mvmt Flow 44 101 37 22 100 24 28 152 18 34 171 22 Number of Lanes 0 1 0 0 1 0 1 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay 10.3 9.9 10.2 10.8 HCM LOS B A B B Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, %100% 0% 24% 15% 15% Vol Thru, %0% 90% 55% 68% 75% Vol Right, %0% 10% 20% 17% 10% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 25 153 164 132 205 LT Vol 25 0 40 20 31 Through Vol 0 137 91 90 154 RT Vol 0 16 33 22 20 Lane Flow Rate 28 170 182 147 228 Geometry Grp 7 7 2 2 5 Degree of Util (X) 0.048 0.267 0.269 0.22 0.331 Departure Headway (Hd)6.238 5.658 5.314 5.392 5.236 Convergence, Y/N Yes Yes Yes Yes Yes Cap 575 636 676 666 688 Service Time 3.964 3.384 3.342 3.421 3.262 HCM Lane V/C Ratio 0.049 0.267 0.269 0.221 0.331 HCM Control Delay 9.3 10.4 10.3 9.9 10.8 HCM Lane LOS A B B A B HCM 95th-tile Q 0.2 1.1 1.1 0.8 1.4 HCM 6th Roundabout 8: CO 13 & CO32 02/23/2024 PM Peak 02/07/2024 Future Build Conditions in 2025 Synchro 10 Light Report Page 1 Intersection Intersection Delay, s/veh 6.4 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 402 358 83 211 Demand Flow Rate, veh/h 422 372 90 219 Vehicles Circulating, veh/h 230 104 505 275 Vehicles Exiting, veh/h 264 491 147 201 Ped Vol Crossing Leg, #/h 0 0 0 0 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 7.6 5.8 5.9 5.6 Approach LOS A A A A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 422 372 90 219 Cap Entry Lane, veh/h 1091 1241 824 1042 Entry HV Adj Factor 0.952 0.963 0.921 0.962 Flow Entry, veh/h 402 358 83 211 Cap Entry, veh/h 1039 1195 759 1003 V/C Ratio 0.387 0.300 0.109 0.210 Control Delay, s/veh 7.6 5.8 5.9 5.6 LOS A A A A 95th %tile Queue, veh 2 1 0 1 HCM 6th TWSC 14: CO 32 & Bankhead Blvd 02/23/2024 PM Peak 02/07/2024 Future Build Conditions in 2025 Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 17 389 291 18 14 7 Future Vol, veh/h 17 389 291 18 14 7 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 100 - - - 0 200 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 6 6 3 3 4 4 Mvmt Flow 18 423 316 20 15 8 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 336 0 - 0 785 326 Stage 1 - - - - 326 - Stage 2 - - - - 459 - Critical Hdwy 4.16 - - - 6.44 6.24 Critical Hdwy Stg 1 - - - - 5.44 - Critical Hdwy Stg 2 - - - - 5.44 - Follow-up Hdwy 2.254 - - - 3.536 3.336 Pot Cap-1 Maneuver 1201 - - - 359 711 Stage 1 - - - - 727 - Stage 2 - - - - 632 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1201 - - - 354 711 Mov Cap-2 Maneuver - - - - 354 - Stage 1 - - - - 716 - Stage 2 - - - - 632 - Approach EB WB SB HCM Control Delay, s 0.3 0 13.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h)1201 - - - 354 711 HCM Lane V/C Ratio 0.015 - - - 0.043 0.011 HCM Control Delay (s) 8 - - - 15.6 10.1 HCM Lane LOS A - - - C B HCM 95th %tile Q(veh) 0 - - - 0.1 0 HCM 6th TWSC 9: Entrance & CO 13 (AM Peak)02/24/2024 Proposed Entrance and CO 13 Capacity Analysis for 2025 02/07/2024 Synchro 10 Light Report Page 1 Intersection Int Delay, s/veh 1.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 24 36 245 8 13 159 Future Vol, veh/h 24 36 245 8 13 159 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 26 39 266 9 14 173 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 472 271 0 0 275 0 Stage 1 271 - - - - - Stage 2 201 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 551 768 - - 1288 - Stage 1 775 - - - - - Stage 2 833 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 544 768 - - 1288 - Mov Cap-2 Maneuver 544 - - - - - Stage 1 775 - - - - - Stage 2 823 - - - - - Approach WB NB SB HCM Control Delay, s 11.1 0 0.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 659 1288 - HCM Lane V/C Ratio - - 0.099 0.011 - HCM Control Delay (s) - - 11.1 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.3 0 - HCM 6th TWSC 13: Entrance & CO 13 (PM Peak)02/24/2024 Proposed Entrance and CO 13 Capacity Analysis for 2025 02/07/2024 Synchro 10 Light Report Page 2 Intersection Int Delay, s/veh 1.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 16 24 154 26 41 199 Future Vol, veh/h 16 24 154 26 41 199 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 17 26 167 28 45 216 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 487 181 0 0 195 0 Stage 1 181 - - - - - Stage 2 306 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 540 862 - - 1378 - Stage 1 850 - - - - - Stage 2 747 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 520 862 - - 1378 - Mov Cap-2 Maneuver 520 - - - - - Stage 1 850 - - - - - Stage 2 719 - - - - - Approach WB NB SB HCM Control Delay, s 10.6 0 1.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 682 1378 - HCM Lane V/C Ratio - - 0.064 0.032 - HCM Control Delay (s) - - 10.6 7.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0.1 - H APPENDIX – H: TURN LANE WARRANT ANALYSES LEFT TURN LANE WARRANT ANALYSES FOR COUNTY ROAD 13 @ PROPOSED ENTRANCE AM PEAK PM PEAK RIGHT TURN LANE WARRANT ANALYSES FOR COUNTY ROAD 13 @ PROPOSED ENTRANCE AM PEAK PM PEAK Robertsdale Office: 22251 Palmer Street Robertsdale, AL 36567 Quick Contacts: planning@baldwincountyal.gov 251-580-1655 Foley Office: 201 East Section Avenue Foley, AL 36535 February 27, 2026 Commercial Turnout Notice of Completion Case #: CTP24-000013 Site & Applicant Information 05-46-08-34-0-000-011.000,Parcel ID Number: , ALPhysical Address (E-911): Larry SmithApplicant Name: Dear S.E. Civil Engineering & Surveying, To the owners at Greenfields Subdivision, The Commercial Right-of-Way Access and Drainage Impact permit for the site at 05-46-08-34-0-000-011.000 has been inspected for compliance with the pemit requirements on Febuary 27,2026 and has been constructed to completion. If any additional improvements are needed in the right-of-way, please contact the our department at Planning and Zoning. If you have any questions, please feel free to call me at (251) 580-1655. Sincerely: Kaylan Driskell, Engineer Technician II 555 South Section St., Fairhope AL. 36532 / 251-928-8003 DATE: 3/18/2026 RE: Greenfields Dear Mr. Mike Jeffries Attached is the Final Punch list that needs to be completed before Final Acceptance is awarded. When all items are completed, a re-inspection and walk thru will be required. If you have any questions, please feel free to contact me at 251-278-7278 Sincerely, David Thomas Right of Way Construction Inspector The following punch list items have been found to be in nonconformance to the City of Fairhope standards and will need to be corrected prior to acceptance. . Punch List Items: 1.Grout inlet box B8 2.Kiosk parking asphalt is not compliant. Remove asphalt and replace all handicap spots with concrete and replace stripping. 3.Clean all debris at future through streets and at the entrance to the existing neighborhood. 4.Remove concrete in manhole entrance at inlet box E3. 5.Grout pipe at box C7. 6.Grout box D3. 7.Clean out C12. 8.Clean out C10. 9.Back fill concrete sidewalk on West side of Calypso Dr. *General Note: Make sure all “V” “W” and “S” are marked correctly (all are painted white) Grind and seal all cracks in valley gutter. All repairs are painted white Page 1 of 8 This Instrument Prepared By: S.E. Civil, LLC 9969 Windmill Road Fairhope, AL 36532 ______________________________________________________________________ City of Fairhope, Alabama Storm Water Facility Maintenance Agreement THIS STORM WATER FACILITY MAINTENANCE AGREEMENT (this “Agreement”) is made, executed and entered into this _____ day of _________, 2026 , by Millrose Properties Alabama, LLC (hereinafter called “Landowner”), to and for the benefit of the City of Fairhope, Alabama, a municipal corporation organized under the laws of the State of Alabama (hereinafter called the “City”). Recitals : WHEREAS, Landowner is the owner of that certain real property located in Baldwin County, Alabama and more particularly described on Exhibit “A” attached hereto and by reference made a part hereof (the “Property”); WHEREAS, Landowner is in the process and constructing and developing residential units on the Property to be known as Greenfields Subdivision (the “Subdivision ”); Page 2 of 8 WHEREAS, Landowner has applied with the City for preliminary plat approval for the plat of the Subdivision, a copy of which is attached hereto as Exhibit “B” (the “Plat ”); WHEREAS, as a condition to the preliminary approval of the Plat , the City requires the construction and improvement of certain storm water management facilities as shown and referenced on the Plat and/or otherwise approved by the City in writing (the “Facilities”); WHEREAS, as a further c ondition to the approval of the Plat , the City requires that the Facilities be constructed and adequately maintained by Landowner, its grantees, successors and assigns, including any association formed by Landowner for purposes of managing and maintaining any common areas of the Subdivision (the “Association”); Agreement : NOW THEREFORE, for and in consideration of the premises and other good and valuable consideration, the receipt, adequacy and sufficiency of which are hereby acknowledged, Landowner and the City, intending to be legally bound, hereby covenant and agree as follows: 1. Landowner or its grantees shall construct and improve t he Facilities strictly in accordance with the plans and specifications therefor (a) set forth on the Plat and/or (b) otherwise approved by the City in writing. Landowner acknowledg es and agrees that the completion of construction of the Facilities is a condition to the City’s final approval of the Plat ; provided, however, that in the event the City allows Landowner to provide a bond or other guarantee of Page 3 of 8 completion of the Facilities, the Facilities shall be completed at least thirty (30) days prior to the expiration of said bond or other guarantee. 2. Landowner or its grantees shall maintain the F acilities in such condition that the Facilities properly operate, function and perform (as designed by a professional engineer) for their intended purpose(s), which maintenance shall include, at a minimum , all maintenance required by all laws and ordinances of the City, the maintenance plan attached hereto as Exhibit “C”, all items set forth on the Maintenance Checklist (hereinafter defined), and such other maintenance as is customary in Baldwin County, Alabama with respect to substantially similar stormwater management facilities . As used herein, the term “Facilities” shall include, without limitation, all pipes, channels or other conveyances built to convey storm water to the F acilities , as well as all storm water structures, improvements, and vegetation provided to control the quantity and quality of storm water that discharges from the Property. In connection with Landowner’s maintenance of the Facilities, Landowner or its grantees shall follow and comply with the Storm Water Structural Control Maintenance Checklists attached hereto as Exhibit “D” and inc orporated herein by reference (“Maintenance Checklist”). 3. Landowner or its grantees shall inspect the F acilities and submit an inspection report every five years. Said inspections shall be conducted at the sole expense of Landowner by a professional engineer registered in the State of Alabama and reasonably acceptable to the City and which inspection report shall be certified by said engineer to the City, which form of certification shall be reasonably acceptable to the City . The first inspection report is due by December 31 st of the fifth year after complet ion of construction of the Facilities and subsequent inspection reports are due by December 31 st of every successive fifth year thereafter . Each inspection report shall detail the then-current state of Page 4 of 8 effectiveness of the Facilities and shall note any deficiencies in the Facilities and/or any portion or component thereof. The purpose of the inspection reports is to assure safe and proper operation and functioning of the F acilities. 4. Landowner hereby grant s an irrevocable license to the City and its authorized agents and employees to enter upon the Property and to inspect the Facilities whenever the City deems necessary. The City shall provide Landowner copies of any inspection findings of the City . In the event the City finds any deficiencies in the Facilities, whether as a result of the inspection reports required under Paragraph 3 hereof or as a result of a City inspection conducted in accordance with this Paragraph, the City shall have the right, but not the obligation, to issue a written notice to Landowner of any such deficiencies. In the event the City issues any such deficiency notice, Landowner shall cure any such deficiencies within the time set forth for such deficiencies required by applicable law (whether federal, state, local or otherwise) and in any event within thirty (30) days of its receipt of such notice. 5. In the event Landowner or its grantees fail to maintain the F acilities in good working condition acceptable to the City and in accordance with the terms and conditions hereof, the City shall have the right, but not the obligation, to enter upon the Property and take whatever steps are necessary to correct and bring the Facilities into good working condition and to charge the costs of such repairs to Landowner ; provided, however, that in no event shall the foregoing be construed as to allow the City to erect any structure of permanent nature on the Property outside of the easement or other areas for the F acilities as shown on the Plat . It is expressly understood and agreed that the City is under no obligation to maintain or repair the Facilities and in no event shall this Agreement be construed to impose any such obligation on the City. Page 5 of 8 6. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, Landowner or its grantees shall reimburse the City for all such costs and expenses within thirty (30) days of Landowner’s or its grantees receipt of the City’s written demand there for. Any sums not reimbursed to the City within said thirty (30) day period shall accrue interest at the rate of twelve percent (12%) per annum. 7. In the event of the employment of an attorney for the collection of any amount due hereunder or for the institution of any valid suit for the enforcement of any of the terms and conditions hereof, or on account of or for any other reason in connection herewith, Landowner or its grantees covenant and agree to pay and reimburse the City for its reasonable attorney’s fees incurred in connection therewith. 8. This Agreement imposes no liability of any kind whatsoever on the City and L andowner or its grantees covenant and agree to defend, indemnify and hold the City harmless from and against any and all liability , loss, cost, damage and expense (including reasonable attorney’s fees) in the event the F acilities fail to operate properly, whether as a result of improper design, maintenance or otherwise . 9. This Agreement shall be recorded in the records of the Probate Court of Baldwin County, Alabama and shall constitute a covenant running with the land, and shall be binding on Landowner and its grantees, successors and assigns with regard to any interest in the Property, including , without limitation, the Association. It is expressly contemplated hereby that Landowner may convey the Facilities to the Association in which event the Association shall be obligated to perform all duties and obligations of “Landowner” hereunder. Page 6 of 8 10. Landowner represents and warrants to the City that Landowner is the sole and absolute owner of the Property and is properly authorized to enter into this Agreement. 11. This Agreement shall be construed in accordance with the laws of the State of Alabama. 12. This Agreement may be executed in multiple counterparts by original or facsimile signatures, and each such counterpart shall be considered an original, but all of which together shall constitute one and the same agreement. 13. In the event of a default by Landowner hereunder , the City shall be entitled to all rights and remedies provided under applicable state law, including the right of specific performance. 14. This Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective grantees, successors, and assigns. 15. This Agreement shall not be construed more strictly against one party than against the other merely by virtue of the fact that it may have been prepared by counsel for one of the parties, it being recognized that all parties have contributed substantially and materially to the preparation of this Agreement. 16. Each notice, request, and communication required under this Agreement shall be in writing. It will be deemed to have been received: (i) on personal delivery; (ii) on the second business day after its deposit for overnight delivery with a recognized overnight delivery service; (iii) if by facsimile, on receipt of electronic confirmation of its receipt (but only if the facsimile is followed Page 7 of 8 by delivery by United States mail); or (iv) if mailed, on actual receipt (but only if sent by registered or certified mail, with return receipt requested, addressed to the other party’s address below): If to the City: City of Fairhope, Alabama Attn: Planning Director 555 South Section Street Fairhope, Alabama 3653 2 If to Landowner: Millrose Properties Alabama, LLC Attn: Rob Donnelly 801 W Romana St reet Pensacola, FL 32502 Any party hereto may change its address for notice hereunder by giving notice to the other party in accordance with the foregoing. Any such change in address shall be effective ten (10) days following receipt of such notice by the receiving party. 17. Time is of the essence with respect to each obligation of the parties hereto under this Agreement. 18. The foregoing constitutes the entire agreement between the parties with respect to the subject matter hereof and may not be modified or amended except in a writing signed by all of the parties hereto. To the extent that this Agreement differs in any manner whatsoever from prior written or oral agreements regarding the subject matter hereof, or from any documents which are attached hereto, the terms and conditions of this Agreement shall control. Page 8 of 8 IN WITNESS WHEREOF, Landowner have caused this Agreement to be executed by and through its duly authorized representatives effective as of the date first set forth above. Millrose Properties Alabama, LLC, an Alabama limited liability company By: Lennar Homes, LLC, a Florida limited liability co mpany, its Attorney -in -Fact under that certain Power of Attorney , dated e ffective February 20 , 202 5 By: Name: Rob Donne lly As Its: Vice President STATE OF ______________: COUNTY OF ____________: I, the undersigned Notary Public in and for said County in said State, hereby certify that Rob Donnelly whose name as Vice President of Lennar Homes , LLC, is signed to the foregoing instrument and who is known to me, acknowledged before me on this day that, being informed of the contents of the instrument, he, as such managing member and with full authority, executed the same voluntarily on the day the same bears date for and as the act of said managing member . Given under my hand and official notarial seal this ____ day of __________, 2026. {SEAL} __________________________________________ NOTARY PUBLIC My Commission Expires: ___________________ Page 9 of 8 Exhibit List : Exhibit A – Description of the Property Exhibit B – Copy of the Plat Exhibit C – Copy of Maintenance Plan Exhibit D – Maintenance Checklist Exhibit A – Description of the Property BEGINNING AT A CONCRETE MONUMENT AT THE NORTHWEST CORNER OF LOT 106 OF GREYTHORNE ESTATES AS SHOWN BY MAP OR PLAT THEREOF OF RECORDED AT SLIDES 2330-A, 2330-B, 2330-C, AND 2330-D, PROBATE RECORDS, BALDWIN COUNTY, ALABAMA AND RUN THENCE NORTH 89°52'01" WEST, A DISTANCE OF 1274.01 FEET TO A 5/8" CAPPED REBAR FOUND (BAILEY) ON THE EAST RIGHT-OF-WAY OF COUNTY ROAD 13; THENCE RUN NORTH 00°13'29" EAST, ALONG THE EAST RIGHT-OF-WAY OF SAID COUNTY ROAD 13, A DISTANCE OF 668.59 FEET TO A 5/8" CAPPED REBAR FOUND (BAILEY); THENCE DEPARTING SAID RIGHT-OF-WAY, RUN SOUTH 89°52'58" EAST, A DISTANCE OF 1270.72 FEET TO A 1/2" CAPPED REBAR FOUND (ARNOLD); THENCE RUN SOUTH 89°49'06" EAST, A DISTANCE OF 1323.35 FEET TO A 5/8" CAPPED REBAR FOUND (BAILEY); THENCE RUN SOUTH 00°27'17" EAST, A DISTANCE OF 669.71 FEET TO A 1/2" CAPPED REBAR FOUND (MOORE) AT THE NORTHEAST CORNER OF THE AFORESAID GREYTHORNE ESTATES; THENCE RUN NORTH 89°47'10" WEST, ALONG SAID GREYTHORNE ESTATES, A DISTANCE OF 1328.00 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 39.90 ACRES, MORE OR LESS. Exhibit B – Copy of Plat 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3334353637383940414243444546 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 6768697071727374757677787980 COMMON AREA 3 COMMON AREA 1 COMMON AREA 5 CO M M O N A R E A 2 COMMON AREA 4 BANKHEAD BLVD. 50 FT. R/W (PUBLIC) GREEN FIELDS DRIVE 50 FT. R/W (PUBLIC) CA L Y P S O D R . 50 F T . R / W ( P U B L I C ) DA M S E L D R . 50 F T . R / W ( P U B L I C ) CO U N T Y R O A D 1 3 1 0 0 F T . R . O . W . 81 P.O.B. GREENFIELDS FLOOD STATEMENT SHEET 1 OF 3 Civil LENNAR HOMES (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering& Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED 31 20211019 20211019 1"=100' CHKD.DED DRAWN ASC PROPERTY BOUNDARY & SUBDIVISION N 0 50 100 200 100 SCALE R-2 81 4700 LF CITY OF FAIRHOPE CITY OF FAIRHOPE BALDWIN EMC (Lots 1-10, 49-51) AT&T 39.90 AC 17661 SF (LOT 47) 11,360 SF 35 FEET 35 FEET 10 FEET 20 FEET REQUIRED SETBACKS: ELECTRIC SERVICE: TELEPHONE SERVICE: TOTAL LOTS: LIN. FT. STREETS: CURRENT ZONING: REAR: WATER SERVICE: SEWER SERVICE: SIDE STREET: FRONT:TOTAL AREA: COMMON AREAS: LARGEST SF LOT: SMALLEST RES. LOT: SITE DATA 10,500 SFMINIMUM LOT: 2.0 / AC.DENSITY: 12.35 AC (31%) SIDE: CERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING DIRECTOR CERTIFICATE OF OWNERSHIP CERTIFICATE OF NOTARY PUBLIC: CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (SEWER): CERTIFICATE OF APPROVAL BY BALDWIN E.M.C. CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (WATER):GENERAL NOTES: GREENSPACE MAINTENANCE GREEN SPACE DENSITY CALCULATION 39.90 TOTAL GROSS ACRES -9.33 ROW, DETENTION, WETLANDS 30.57 ACRES 80/30.57 = 2.62 UNITS PER ACRE 15% REQ'D (5.98 AC.) QUALIFYING GREEN SPACE CALCULATION 6.03 UPLAND AREAS 0.85 30% OF PONDS 6.88 TOTAL ACRES (17.24% OF TOTAL SITE) *SEE SHEETS 2 AND 3 FOR DETAILED GEOMETRY* VICINITY MAP SITE B AAMALA HL D E.DIEDAVI SURVEYOR'S CERTIFICATE AND DESCRIPTION OF PROPERTY: CERTIFICATE OF APPROVAL BY AT&T 1 234567 89 1011121314 15 102 91 113 124 135 146 157 8 ADJACENT PROPERTIES GREYTHORNE ESTATES LEGEND: OF ALABAMA, LLC OWNER: DEVELOPER: MILROSE PROPERTIES ALABAMA LLC801 W ROMANA ST - SUITE APENSACOLA, FLA. 32502 LENNAR HOMES OF ALABAMA, LLC801 W ROMANA ST - SUITE APENSACOLA, FLA. 32502 CERTIFICATE OF APPROVAL BY E-911 ADDRESSING: WETLAND BUFFER SIGNS:13 RIVIERA UTILITIES (Lots 11-48, 52-80) CERTIFICATE OF APPROVAL BY RIVIERA UTILITIES *SEE SHEE T S 2 O F 3 * *SEE SHEE T S 3 O F 3 * 2988 SF (LOT 81)SMALLEST LOT: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 37383940414243444546 47 48 49 50 51 52 53 54 55 56 57 74757677787980 COMMON AREA 3 COMMON AREA 1 CO M M O N A R E A 2 BANKHEAD BLVD. 50 FT. R/W (PUBLIC) GREEN FIELDS DRIVE 50 FT. R/W (PUBLIC) CA L Y P S O D R . 50 F T . R / W ( P U B L I C ) DA M S E L D R . 50 F T . R / W ( P U B L I C ) CO U N T Y R O A D 1 3 1 0 0 F T . R . O . W . 81 GREENFIELDS SHEET 2 OF 3 Civil LENNAR HOMES (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering& Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED 32 20211019 20211019 1"=50' CHKD.DED DRAWN ASC PROPERTY BOUNDARY & SUBDIVISION N 0 25 50 100 50 SCALE S E E S H E E T 3 O F 3 OF ALABAMA, LLC 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3334353637 58 59 60 61 62 63 64 65 66 67686970717273 COMMON AREA 3 COMMON AREA 5 COMMON AREA 4 CA L Y P S O D R . 50 F T . R / W ( P U B L I C ) DA M S E L D R . 50 F T . R / W ( P U B L I C ) GREENFIELDS SHEET 3 OF 3 Civil (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering& Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED 33 20211019 20211019 1"=50' CHKD.DED DRAWN ASC PROPERTY BOUNDARY & SUBDIVISION N 0 25 50 100 50 SCALE SE E S H E E T 2 o f 2 GREEN FIELDS DRIVE 50 FT. R/W (PUBLIC) BANKHEAD BLVD. 50 FT. R/W (PUBLIC) LENNAR HOMESOF ALABAMA, LLC Exhibit C – Copy of Ma intenance Plan MAINTENANCE PLAN The ponds and greenspace areas will be privately owned and maintained by the property owner. Vegetated swales are within CR-13 right-of-way and are ultimately the responsibility of the Baldwin County. It is the responsibility of property owner to inspect and repair the pond per the following schedule: • Once Construction is complete and vegetation is established, an inspection shall be done every five years by a Professional Engineer or after a major storm event. The Professional Engineer shall inspect the pond and structures per the schedule below (monthly and annually designations). • The property owner shall inspect the pond monthly and after moderate and major storm events (>0.75 Inches). The property owner shall inspect the pond and structures per the schedule below (monthly designations). • During construction the ponds should be inspected monthly and after every rainfall event greater than 0.75 inches. All deficiencies should be addressed immediately. Retention/Detention Pond Maintenance Schedule: Re-planting (when sod dies) – If sod dies, re-sod bare areas to prevent erosion of the banks. Weeding (twice a year) – Weeding should decrease over time as vegetation establishes. Inspect sod (monthly until establishment, then twice a year) – Inspect for diseased or insect infested vegetation. Fertilization (at planting) – Most BRC’s are used in nutrient sensitive watersheds. Fertilization beyond plant establishment will increase nutrients leaving the BRC. Sediment Removal (as needed) – If sediment clogs the media, the top few inches may need to be removed and replaced. Sediment should be tested for heavy metals and contaminants prior to removal. If heavy metals or contaminants are present, the sediment should be disposed of at an ADEM approved facility. Trash Removal (as needed) – In high traffic areas, frequent trash removal will be necessary. Outfall Inspection (as needed) – Ensure no obstacle, brush, grass trimmings, etc. are clogging the pond outfall. Pond outfalls should be flowing freely. Vegetated Swale Maintenance Schedule: Erosion Inspection (during and after major storm events for first 2 years, annually thereafter) – Ruts, holes, or gullies should be repaired with soil and vegetation cover. Inspection (after 0.5” or greater rainfall event) – Visually inspect all components including any stone, vegetation, and evidence of erosion or ponding. Trash Removal (at least annually) – Trash removal frequency is dependent on location of the swale. Sediment Removal from the Channel (when it reaches 2”) – Sediment should be removed from the channel when it reaches a depth of 2” or when vegetation is covered. Mowing of Turfgrass (every other week in growing season) – Mowing should be done more often during the growing season; dense, low growing vegetation is best to maintain diffuse flow. Mowing of Native Grasses (annually) – Most native grasses should be mowed before new growth appears in spring. Herbaceous and Woody Vegetation Pruning (annually) – Leaves dropped from the deciduous shrubs and herbaceous plants should be collected to decrease clogging of mulch or any damming that might occur in the channel. Woody shrubs should be pruned based on the May Rule. Removal of Invasive Plants (twice a year) – Infiltration swales and vegetated swales will require mulch removal and replacement. Replenish bare areas as they occur. Plant Replacement (when dead plants are noted) – Sod or other plants should be replaced when they are choked out by sediment. Replant as needed to maintain dense cover. Grass Buffer: Erosion Inspection (during and after major storm events for first 2 years, annually thereafter) – Ruts, holes, or gullies should be repaired with soil and vegetation cover. Mowing of Turfgrass (every other week in growing season) – Mowing should be done more often during the growing season; dense, low growing vegetation is best to maintain diffuse flow. Mulch Trail: Trail Inspection (Quarterly) – Identify any areas of wash-out due to water run-off. Surveying the trails during the wet months will help determine drainage patterns and identify problematic areas. If an area is determined to have washed out, the following steps shall be taken: a. Determine the approximate line of water flow over the mulch trail and scrape away the mulch. b. Dig out soil 2” deep along the area of wash out. c. Install 2” depth of gravel. d. Re-install mulch on top of the gravel and compact. Weed Management on trail surface (Quarterly) – Hand pull any problematic weeds during inspection. If necessary, a post-emergent herbicide may be used. Mowing (Quarterly) – 4 foot minimum wide on each side of trail where applicable. Pruning (Annually) – Prune woody vegetation 4 feet back from sides of trail, 12 feet vertical clearance, remove vines. Removal of Trees/Limbs (Annually) – Evaluation/Removal of unhealthy or dead trees and limbs. Trail Surface Material (Annually) – Replace degraded/absent surface material annually or as identified during routine trail inspections. Mulch Adhesive Agent (As Needed) – Apply a mulch adhesive as needed to bond mulch together and prevent “floating” away. Apply adhesive material per the manufacturer's instructions. Wetlands and Wetland Buffers: Erosion Inspection (annually thereafter) – Ruts, holes, or gullies should be repaired with soil and vegetation cover. Trash Removal (as needed) – In high traffic areas like the wetlands around the mulch trail, frequent trash removal will be necessary. Mowing of Native Grasses, Buffers Only (annually) – Most native grasses should be mowed before new growth appears in spring. Removal of Trees/Limbs (Annually) – Evaluation/Removal of unhealthy or dead trees and limbs. Removal of Weeds, Vines and Invasive Plant Species (Annually) – Evaluation/Removal of unhealthy or dead trees and limbs. Wetland Buffer Signage (Annually) – Inspection wetland buffer signage. The signage should be legible and secured by post into the ground spaces at a minimum of every 100 feet. Replace faded/illegible signage. *Any work within the wetlands shall be done without disturbing the ground. If invasive trees or dead trees are removed, the stumps should be left in the ground. Heavy equipment that may rut the surface should be avoided. Utilize mats if needed to access remote areas. SEE THE ATTACHED STORMWATER POND INSPECTIONS & MAINTENANCE CHECKLIST. Exhibit D – Maintenance Checklist Stormwater Pond Inspections and Maintenance Checklist Site Name: ___________________________________________ Owner change since last inspection? Y N Location: _______________________________________________________________________________________ Owner Name: ___________________________________________________________________________________ Address: _________________________________________ Phone Number: _______________________________ Site Status: _____________________________________________________________________________________ Date: _____________ Time: ______________ Site conditions: ______________________________________ Stormwater Pond Type: Wet Pond Wet ED Pond Micropool Pond Multiple Pond System Dry Pond Inspection Frequency Key: A=annual; M=monthly; S=after major storms Inspection Items In s p e c t i o n Fr e q u e n c y In s p e c t e d ? (Y e s / N o ) Ma i n t e n a n c e Ne e d e d ? Ye s / N o Comments/Description Embankment and Emergency Spillway Vegetation healthy? A/S Erosion on embankment? A/S Animal burrows in embankment? A/S Cracking, sliding, bulging of dam? A/S Drains blocked or not functioning? A/S Leaks or seeps on embankment? A/S Slope protection failure functional? A/S Emergency spillway obstructed? A/S Erosion in/around emergency spillway? A/S Other (describe) A/S Riser and Principal Spillway (describe type: concrete pipe, slotted weir, channel, etc.) Low-flow orifice functional? A/S Trash rack (Debris removal needed? Corrosion noted?) A/S Sediment buildup in riser? A Concrete/masonry condition (Cracks or displacement? Spalling?) A Metal pipe in good condition? A Control valve operation? A Pond drain valve operation? A Inspection Items In s p e c t i o n Fr e q u e n c y In s p e c t e d ? (Y e s / N o ) Ma i n t e n a n c e Ne e d e d ? Ye s / N o Comments/Description Outfall channels function, not eroding? A Other (describe) A Permanent Pool Areas (if applicable) Undesirable vegetation growth? M Visible pollution? M Shoreline erosion? M Erosion at outfalls into pond? M Headwalls and endwalls in good condition? M Encroachment into pond or easement area by other activities? M Evidence of sediment accumulation? M Dry Pond Areas? (if applicable) Vegetation adequate? M Undesirable vegetation or woody plant growth? M Excessive sedimentation? A Hazards Have there been complaints from residents? M Public hazards noted? M Inspector Comments: _______________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ Overall Condition of Facility: Acceptable Unacceptable If any of the inspection items above are checked “yes” for “maintenance needed,” list maintenance actions and the completion dates below: Maintenance Action Needed Due Date The next routine inspection is scheduled for approximately: ______________________ (date) Inspected by: (signature) __________________________________________ Inspected by: (printed) ____________________________________________ Enhanced Swales / Grass Channels / Filter Strips Inspections and Maintenance Checklist Site Name: ___________________________________________ Owner change since last inspection? Y N Location: _______________________________________________________________________________________ Owner Name: ___________________________________________________________________________________ Address: _______________________________________ Phone Number: _________________________________ Site Status: _____________________________________________________________________________________ Date: __________________ Time: ______________ Inspector: ______________________________________ Inspection Frequency Key: A=annual; M=monthly; S=after major storms Inspection Items In s p e c t i o n Fr e q u e n c y In s p e c t e d ? (Y e s / N o ) Ma i n t e n a n c e Ne e d e d ? (Y e s / N o ) Comments/Description Debris Removal Facility and adjacent area free of debris? M Inlets and outlets free of debris? M Any dumping of yard wastes into facility? Litter (branches) removed? M Vegetation Surrounding area fully stabilized? (no evidence of eroding material into swale, channel or filter strip) M Grass mowed? M Plant height not less than design water depth? M Fertilized per specifications? M Plan composition according to approved plan? M Unauthorized or inappropriate plantings? A Plants healthy? (no diseased or dying vegetation) M Evidence of plants stressed from inadequate watering? M Filtration Capacity Clogging from oil or grease? M Facility dewaters between storms? M Inspection Items In s p e c t i o n Fr e q u e n c y In s p e c t e d ? (Y e s / N o ) Ma i n t e n a n c e Ne e d e d ? (Y e s / N o ) Comments/Description Check dams and energy dissipators/sumps Any evidence of sedimentation build up? A/S Are sumps greater than 50% full of sediment? A/S Any evidence of erosion and down stream toe of drop structures? A/S Sediment Deposition Swale clean of sediments A Sediment not >20% of swale design depth A Outlet/Overflow Spillway In good condition? A Any evidence of erosion? A Any evidence of blockages? A Has facility been filled or blocked inappropriately? A Inspector Comments: _______________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ Overall Condition of Facility: Acceptable Unacceptable If any of the above Inspection Items are checked “yes” for “maintenance needed,” list maintenance actions and their completion dates below: Maintenance Action Needed Due Date The next routine inspection is scheduled for approximately: ______________________ (date) Inspected by: (signature) __________________________________________ Inspected by: (printed) ____________________________________________ CONCDRIVE DIRT DRIVE 93 92 93 94 95 94 95 95 95959495 92 93 88 89 90 91 8786 88 89 90 91 90 91 92 93 94 95 96 96 97 98 98 98 97 9596 94 92 93 91 90 91 92 93 94 95 96 97 94 95 96 94 95 97 97 95 96 97 96 95 95 94 92 93 95 93 94 24 " R C P IN V 8 5 . 3 8 ' 15 " R C P IN V 9 3 . 4 1 ' IN V 9 2 . 9 1 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3334353637383940414243444546 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 6768697071727374757677787980 GREEN FIELDS DR.GREEN FIELDS DR. GREEN FIELDS DR. CA L Y P S O DR . DA M S E L DR . BANKHEAD BLVD. BA N K H E A D BL V D . BANKHEAD BLVD. BA N K H E A D BL V D . LOT 36 PAD=98.50 LOT 35 PAD=98.50 LOT 34 PAD=99.00 LOT 33 PAD=99.50 LOT 32 PAD=99.50 LOT 31 PAD=99.25 LOT 30 PAD=99.00 LOT 29 PAD=98.50 LOT 28 PAD=98.00 LOT 27 PAD=98.25 LOT 26 PAD=98.50 LOT 25 PAD=98.75 LOT 37 PAD=99.00 LOT 38 PAD=98.75 LOT 39 PAD=98.00 LOT 40 PAD=97.25 LOT 41 PAD=96.50 LOT 42 PAD=95.50 LOT 43 PAD=95.25 LOT 44 PAD=94.75 LOT 45 PAD=94.25LOT 46 PAD=93.50 LOT 47 PAD=92.50 LOT 48 PAD=92.75 LOT 49 PAD=93.25 LOT 50 PAD=93.75 LOT 51 PAD=93.75 LOT 52 PAD=95.25 LOT 53 PAD=95.75 LOT 54 PAD=96.50 LOT 55 PAD=97.00 LOT 56 PAD=97.50 LOT 57 PAD=98.00 LOT 58 PAD=98.75 LOT 59 PAD=99.25 LOT 60 PAD=99.75 LOT 61 PAD=100.25 LOT 62 PAD=100.75 LOT 63 PAD=100.50 LOT 64 PAD=100.00 LOT 65 PAD=99.75 LOT 66 PAD=99.25 LOT 1 PAD=92.25 LOT 2 PAD=92.25 LOT 3 PAD=93.50 LOT 4 PAD=94.50 LOT 5 PAD=95.50 LOT 6 PAD=95.75 LOT 7 PAD=96.00 LOT 8 PAD=96.25 LOT 9 PAD=96.50 LOT 10 PAD=97.00 LOT 11 PAD=97.50 LOT 12 PAD=98.00 LOT 13 PAD=98.50 LOT 15 PAD=98.50 LOT 16 PAD=99.25 LOT 17 PAD=99.75 LOT 18 PAD=100.25 LOT 19 PAD=100.75 LOT 20 PAD=100.50 LOT 21 PAD=100.00 LOT 22 PAD=99.50 LOT 23 PAD=99.25 LOT 24 PAD=98.75 LOT 14 PAD=98.50 LOT 77 PAD=95.50 LOT 78 PAD=94.75 LOT 79 PAD=94.25 LOT 76 PAD=96.50 LOT 75 PAD=97.25 LOT 74 PAD=98.00 LOT 73 PAD=98.50 LOT 72 PAD=98.00 LOT 71 PAD=98.00 LOT 70 PAD=98.50 LOT 69 PAD=98.75 LOT 68 PAD=99.25 LOT 67 PAD=99.50 LOT 80 PAD=93.75WET POND 1 TOP OF POND=91.00 N.W.S.E.=86.00 BOTTOM OF POND=82.00 D.H.W.(25-YR)=88.87 D.H.W.(100-YR)=89.77 WET POND 3 TOP OF POND=96.25 N.W.S.E.=93.00 BOTTOM OF POND=89.00 D.H.W.(25-YR)=94.72 D.H.W.(100-YR)=95.26 COMMON AREA COMMON AREA COMMON AREA COMMON AREA COMMON AREA CO M M O N A R E A SA F E T Y B E N C H SA F E T Y B E N C H SAFETY BENCH SAFETY BENCH SA F E T Y B E N C H SAFETY BENCH SA F E T Y B E N C H SA F E T Y B E N C H MAIL SA F E T Y B E N C H WETLAND AREA CO U N T Y R O A D 1 3 (1 0 0 F T R . O . W ) COMMON AREA WET POND 2 TOP OF POND=96.25, N.W.S.E.=92.50 BOTTOM OF POND=89.00 D.H.W. (25-YR)=94.70, D.H.W.(100-YR)=95.27 100' (T Y P . ) 89 93 89 96 92.50 95 97 97 97 98 98 9695949291 97 98 99 99 98 97 97 97 97 949392 91 91 93 96 89 91 86 82 96 97 97 96 92 97 969796 96 98 96 97 96 96 96 96 9594939291 86 87 86 8887 92.50 9594939291 91 91 86 82 93969693 89 97 91 91 869188 82 95 97 9694 98 98 98 98 99 98 9796 95 100 100 999998 98 100 100 99 99 9999 99 98 98 98 9898999999 100 97 98 9898 98 9695 94 94 9493 98 98 98 98 97969594 95 96 97 98 93 94 95 96 97 94 95 96 97 93 9796 96 97 96 93 93 93 92 92 93 94 95 96 97 97 98 98 97 9796959493 98 9998 10 0 10 0 99 98 98 98 97 99 99 98 97 96 99 99 10 0 98 10 0 99 99 95969798 9998 97 98 9798 98 97 98 92 93 92 91868285 85 85 90 89 89 85 88 88 88 87 87 86 87 89 88 90 90 87 88 89 90 89 88 97 97 97 97 99 99 97 94 95 96 88 89 88 92 92 89929396 92 92.50 92 89 959492 96 98 9493 93 92 92 95 93 95 98 98 10092 LIFT STATION PAD FFE=91.00 9190 INSTALL GRASS LINED DITCH A, SEE DETAIL INSTALL GRASS LINED DITCH B, SEE DETAIL INSTALL GRASS LINED DITCH C, SEE DETAIL INSTALL GRASS LINED DITCH E, SEE DETAIL INSTALL GRASS LINED DITCH D, SEE DETAIL 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT PEDESTRIAN BRIDGE OVER POND OUTFALL SWALE REFER TO LANDSCAPE ARCH PLANS INSTALL OUTLET CONTROL STRUCTURE SEE SHEET C13 INSTALL OUTLET CONTROL STRUCTURE, SEE SHEET C15 INSTALL OUTLET CONTROL STRUCTURE, SEE SHEET C14 INSTALL WETLAND BUFFER SIGNS AT 100LF INTERVALS ALONG WETLAND BUFFER (TYP.) SEE DETAIL 91 91 (53) SB SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HT REMARKS TREES LT 18 LIRIODENDRON TULIPIFERA FULL HEAD, SPECIMEN QUALITY TULIP TREE CONT. OR B & B 2"8`-10`FULL HEAD, SPECIMEN QUALITY QP 169 QUERCUS PHELLOS FULL HEAD, SPECIMEN QUALITY WILLOW OAK CONT. OR B & B 2"8`-10`FULL HEAD, SPECIMEN QUALITY QV 35 QUERCUS VIRGINIANA FULL HEAD, SPECIMEN QUALITY SOUTHERN LIVE OAK CONT. OR B & B 2"8`-10`FULL HEAD, SPECIMEN QUALITY TD 19 TAXODIUM DISTICHUM FULL HEAD, SPECIMEN QUALITY BALD CYPRESS CONT. OR B & B 2"8`-10`FULL HEAD, SPECIMEN QUALITY SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT HT SPACING REMARKS SHRUBS SB 53 MYRICA CERIFERA WAX MYRTLE 3 GAL 48" o.c. SOD/SEED SOD 181,758 SF CYNODON DACTYLON `TIFWAY 419` TIFWAY 419 BERMUDA GRASS SOD PLANT SCHEDULE 88 89 86 87 86 8887 85 88 88 88 PEDESTRIAN BRIDGE OVER POND OUTFALL SWALE REFER TO LANDSCAPE ARCH PLANS © 00 100'200' N O R T H Sc: 1"= 100' LANDSCAPE PLANTING PLAN1 GENERAL NOTES DISPLAY FOUNTAIN AERATOR BY SCOTT AERATOR, MODEL: DA-20, 2 HP DISPLAY FOUNTAIN AERATOR BY SCOTT AERATOR, MODEL: DA-20, 2 HP DISPLAY FOUNTAIN AERATOR BY SCOTT AERATOR, MODEL: DA-20, 2 HP BENCH SEATING AREA BENCH SEATING AREA 5' WIDE PEDESTRIAN TRAIL, WOOD CHIP MULCH, RE: DETAIL 8/LP500 N O R T H Sc: 1"= 10' BOARDWALK ENLARGEMENT PLAN2 00 10'20' BOARDWALK: REFER TO 2/LP100 SIDEWALK TERMINATES AT BOARDWALK SIDEWALK TERMINATES AT BOARDWALK REFER TO DETAIL 9/LP500 © SHRUB PLANTING 1" = 1'-0"DETAIL-FILE1 MULTI-TRUNK TREE STAKING 1/2" = 1'-0" 2X BALL DIA. SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. FORM SAUCER WITH 3" CONTINUOUS RIM 3" MULCH 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6-9" FROM TOP OF STAKE. 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL TRUNK. 2" x 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING. · · 4 329343-01 STAKING DETAIL PLANT PIT DETAIL TREE PLANTING - GUY STRAP 1" = 1'-0" SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. TENSION BAR 1" GUYLINE WEBBING ARROWHEAD ANCHOR KEEP TURF CLEAR FOR A 24" RADIUS CIRCLE AROUND THE TREE - MULCH WITH A 3" THICK LAYER OF SHREDDED BARK. SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. KEEP MULCH 2" - 3" FROM BASE OF TREE. ARBORGUY TREE ANCHOR SYSTEM, INSTALL APPROPRIATE MODEL PER MANUFACTURUER'S INSTRUCTIONS FINISHED GRADE EXISTING SUBSOIL ROOTBALL 3" HIGH WATER WELL AT SHRUB AREA ROOTBALL 2X ROOTBALL PLANTING AT SHRUB AREAS FINISHED GRADE AT LAWN PLANTING AT LAWN AREAS FINISHED GRADE AT SHRUBS MULCH WATER WELL AREA TO 3" DEPTH.TRENCH EDGE RE: DETAIL 6 329343.26-02 SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR - SPACED IN ROWS PARALLED TO THE STRAIGHT EDGE. SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGES. CURVED EDGES TO BE VERY SMOOTH RADII. A A B B BEDLINE CURB TYPICAL PLANT SPACING NOT TO SCALE2 329399-04 CROWN MULCH NEAR EDGE IN A BERM-LIKE MANNER AS SHOWN LAWN OR TOP OF CURB/ PAVING GRADE PREPARED SUBGRADE NOTE: TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING BED AREAS AND ADJACENT TURF AREAS, UNLESS NOTED OTHERWISE. MULCH LAYER TRENCH EDGE 3" = 1'-0"329413.23-023 GENERAL PLANTING NOTES 1" = 1" · · · · · · · · · · · · · · · · · · · · 5 329399-05 SIDE VIEW FRONT VIEW TOP VIEW 6' EXPANDED METAL BENCH 3/8" = 1'-0" 3000 PSI CONC. FOOTER NOTE: 1. 6' LONG SUPERSAVER OUTDOOR PLAYERS BENCH BY TREETOP PRODUCTS, STYLE: BACKLESS, COLOR: GREEN. 2. INSTALL PER MANUFACTURER'S SPECIFCATIONS. 7 129343.13-18 MULTI-USE MULCH TRAIL W/ SOD BORDER 1 1/2" = 1'-0" SOD (NATURAL BORDER) 6" SHREDDED HARDWOOD MULCH, ROLLER COMPACTED SOD (NATURAL BORDER) SMALL CUT INTO EXISTING GRADE W/ ROTO TILLER TO HOLD BASE EDGE OF MULCH IN-PLACE. APPLY HERBICIDE BEFORE MULCH IS INSTALLED S-TR-238 6 SD 26.11 – Stonevale Subdivision April 6, 2026 SUMMARY OF REQUEST Public hearing to consider the request of the Applicant, Arthur Johnson with SE Civil, on behalf of the Owner, Bonnie Baker, for Preliminary Plat approval of Stonevale, a 16-lot Major Subdivision on property zoned R-1, Low Density Single-Family Residential District. The property is located on the west side of Highway 181, south of Windmill Road and is 9.83± acres. SITE HISTORY The property was rezoned R-1, Low Density Single-Family Residential District by Ordinance No. 1851 on January 12th, 2026. STAFF COMMENTS The purpose of this request is to create sixteen (16) legal lots of record. The site will be served by Fairhope Utilities for Water and Sewer. Baldwin EMC is the power provider. All sixteen (16) lots will have frontage on Stonevale Avenue, a local street illustrating a compliant 50-foot right- of-way (ROW) on the Preliminary Plat, which should be retained on the Final Plat, if approved. Stonevale Ave connects to Hwy 181, an ALDOT maintained ROW. As such, it should be noted that all work performed within ALDOT ROW will require permitting from the ALDOT. A future through street is shown on the west side. The preliminary plat illustrates a compliant minimum lot width for all proposed lots and properly labels lot area for all lots in both square feet and acres. If approved, this information should be retained on the Final Plat; or provision of a table on the Final Plat with the same information will suffice. Additionally, the preliminary plat illustrates a 40-foot front yard setback along all street frontages, 10-foot side yard setbacks, and 35-foot rear yard setbacks for all proposed lots, in compliance with Article V Section E.4.a of the Subdivision Regulations and Article III Section C.1. of the Zoning Ordinance. All setbacks as illustrated should be retained on the Final Plat. Various drainage and utility easements are depicted on the preliminary plat. If approved, a note should be placed on the Final Plat stating that no structures shall be constructed in any easement without permission of the easement holder. It should be noted that a pre-construction meeting will be required prior to issuance of any building permits associated with the proposed development. Utilities All work and connections within ALDOT rights-of-way require permitting from ALDOT. Utility service providers for the subject site include Fairhope Utilities (water, sewer, and gas), Baldwin EMC (Electric), and AT&T for communications. Water and sewer connections will be subject to all applicable tap fees and system development charges (SDCs), and any required infrastructure improvements will be the developer’s responsibility. As proposed, water infrastructure will be tying into Fairhope Utilities at Hwy 181 and sewer infrastructure will be extending to an existing northern manhole on Covey Run Pl. Gas service installation for the subdivision will also be determined based on final drawings. SD 26.11 – Stonevale Subdivision April 6, 2026 Traffic A Traffic verification letter was submitted with the application and is attached to this packet. As proposed the 16-lot subdivision is estimated to generate 153 daily trips and 16 peak hour trips. Thus, not requiring a full traffic study. All improvements required by ALDOT shall be installed prior to final plat approval. Drainage Water will be collected in a series of inlets and underground drainage pipes. The underground drainage pipes will discharge into one of two (2) interconnected wet detention ponds. Both ponds are located at the East portion of the site and discharge to the Right-of-Way ditch along SR-181. Wetlands No wetlands on-site. Tree & Landscaping The Tree and Landscape Plan illustrate compliant street trees in the ROW between the sidewalk and roadway as required by Article V Section D.5.a(8) of the Subdivision Regulations. The subdivision required .98 acres of greenspace, and it is provided with preserve areas reflected as common areas 3-6. No areas of the retention common areas are being credited. The lots were shifted to create the preserve areas to protect the larger trees on-site. SUBDIVISION CONSIDERATIONS Standards of Review: In accordance with Article V.B.2 of the City of Fairhope Subdivision Regulations the Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a) The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; b) The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; c) The proposed subdivision is not consistent with these Regulations; d) The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or e) The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” Recommendation: Staff recommends APPROVAL of SD 26.11 Stonevale preliminary plat with the following conditions: 1. Revision of the plat GENERAL NOTE 4 to reflect a 15’ side and rear drainage and utility easement. 2. Revision of the plat GENERAL NOTE 6 The FFE needs to be shown for each lot. 3. Replace the Planning Director signature block with the Planning Commission Signature block. 4. Reflect 16 lots on the plat. Currently shows 17. 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 December 18, 2025 Re : Windmill Subdivision Dear Fairhope Resident: The City of Fairhope Resolution No. 2018-03 requires all property owners adjacent to property being considered for development approval to be notified by mail. The Baldwin County Revenue Office provided your information as a current adjacent property owner to the proposed development request described below. TOWER HOMES is requesting approval for Windmill Subdivision. This development will consist of 17 residential lots. The property is located on the West side of SR 181 in Fairhope, Alabama. The parcel number for this project is 05-46-05-22-0-000-001.513. S.E. Civil Engineering will hold a Community Meeting at 12:00 PM at S.E. Civil, 9969 Windmill Road, Fairhope, Alabama, on Thursday, January 8, 2026. Please note this is an informational meeting only. The city staff and Planning Commission will not be present and will not be voting on this project at this time. Should you have any questions or concerns, please contact me at (251)-990-6566. Sincerely, Larry Smith, PE lsmith@secivileng.com 100' HIGHWAY CONSTRUCTION SETBACK (FROM CENTERLINE OF ROAD) OH P OP E N S P A C E OP E N S P A C E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 10 A C R E S TO W E R H O M E S N 0 30 6 0 12 0 60 S C A L E GRID NORTH Ci v i l (2 5 1 ) 9 9 0 - 6 5 6 6 99 6 9 W I N D M I L L R O A D FA I R H O P E , A L 3 6 5 3 2 En g i n e e r i n g & S u r v e y i n g CA - 1 1 6 7 - L S TY P I C A L L O T 10 5 ' 143' 68 ' x 8 0 ' BL D G . P A D TO T A L A R E A CU R E N T Z O N I N G PR O P O S E D Z O N I N G TO T A L L O T S DE N S I T Y MI N . L O T SM A L L E S T L O T 10 A C ± RA R- 1 17 1. 7 / A C 15 , 0 0 0 S F 15 , 0 0 0 S F ST R E E T L E N G T H 12 0 0 L F AP P R O V A L P A T H RE Z O N I N G T O R - 1 ALAHWY181 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 Stonevale Subdivision Community Meeting Meeting Notes Meeting Date: January 8, 2026 Meeting Time: 12:00 PM Meeting Location: SE Civil Conference Room Hosted By: Larry Smith, PE – SE Civil In Attendance Larry Smith, PE and Jonathan McGehee, Project Manager with SE Civil. No adjacent property owners or citizens from the community were present. 25 minutes after the meeting was scheduled to start, we ended the meeting since no one from the community was in attendance. Next Steps City of Fairhope Planning Commission will present the Subdivision application on Monday, April 6, 2026 at 5 pm. Sincerely, Larry Smith, PE lsmith@secivileng.com Civil (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering & Surveying PROJ MGR SHEET FILE PROJECT SCALE DED TOWER HOMES 20251589 1" = 50' CHKD. ZJH DRAWN BMB (CA-1167)1 OF 1 dKt Z,KD ^ ST A T E H I G H W A Y 1 8 1 (8 0 F T . 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P U B L I C R / W ) PA R C E L N U M B E R : 05 - 4 6 - 0 5 - 2 2 - 0 - 0 0 0 - 0 0 1 . 5 6 9 CA R R I G A N P R O P E R T I E S , L L C PO B O X 2 4 1 FA I R H O P E , A L 3 6 5 3 3 ------. KELLEY F THOMPSON, ETUX 19829-A ST HWY 181 FAIRHOPE, AL 36532 SINGLE PANEL FENCE ENCROACHES 2.3 FEET CHICKEN WIRE CAGE DIRT/GRAVEL DRIVEWAY XXXXXXXXXXXX X ASPHALT DRIVEWAY WWWWWWWWWWWWWWWWWW G G G G G G G F FO L FO L FO L FO L FO L FO L W W W W W W W STONEVALE AVENUE W SS 12345678 11 12 13 14 15 16 109 10 ' P E D E S T R I A N E A S E M E N T 10 ' B U F F E R 114 113112111110109108107106 105 104 10 3 102 115116117 11 8 11 4 11 3 11 2 11 1 10 9 11 4 11 3 11 2 11 1 10 9 11 7 11 6 11 5 114 10 9 11 0 11 1 11 2 11 3 11 4 11 5 11 6117118119120121122 123 123 122 121 120 119 118 117 116 115 10 7 10 6 10 5 10 7 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 10 6 SS 10 8 11 9 113112 111110 109 108107 106 105104103102 11 0 11 0 124 122124 121123 S S S S S S S S S S S S S S S S W W W W W W W W WWWWWWWW 36" 24" 27" 24" 40" 27"27"34" 23" 30" 25"20" 20" 20" 50"(CLUSTER)26" 20"20" 31"18" 28" 18" 25"22"21" 18" 22" 21" 22" 21" 19" 18" 24"27" 32" 18" 30"20" 52"86" 42"18"32"30" 23"18" 31"18" 52"23"26"68"42" 22" 23" 44"(TWIN) 31"48" 28" 24" 30" 26"41" 36" 25" 52" 18" 18" 24" 26" 18" 21"27" 18" 26" 26" 20" 25" 27"18" 21" 32" 21"22"27" 27" 22" 30"30" 70" 38"35"45" 35" 46" 36" 27" 36" 62" 36" 49" 24" 36" 72" 30" 24" 27" 60" 30" 21" 24" 26" 24" 23" 24" 31" 35" 22"20" 22" 49" 48" 50" 36" 20" 18" 58"30" 21" 24" 28" 36" 36" 24"27" 32" 88" 18" 18"32"18" © 00 50' 100' N O R T H Scale: 1"= 50' TREE REMOVAL & PROTECTION PLAN1 TREE PRESERVATION NOTES TREE PROTECTION FENCING, TYP. TREE PROTECTION FENCING, TYP. TREE PROTECTION FENCING, TYP. TREE PROTECTION FENCING, TYP.TREE PROTECTION FENCING, TYP. TREE PROTECTION FENCE - FAIRHOPE 1/2" = 1'-0" NOTES: 1. Fencing to be installed prior to construction. Fencing type shall be chain link. 2. The fence shall be erected w/ a min. distance of 20' from the trunks of heritage trees & 10' from all other retained trees. If installing underground utilities near tree roots becomes a hardship, a soil auger shall be used to tunnel under tree roots. 3. All roots to be removed during site clearing &/or construction shall be severed cleanly at the perimeter of the protected radius. 4. Footers for walls shall end at the point where large roots are encountered, and the roots shall be bridged. Post holes and trenches located close to retained trees shall be adjusted to avoid damage to major roots. 5. Fencing cannot be removed until land alteration, site clearing, and construction activities are complete. METAL POST FENCE TIE FINISH GRADE No entry, storage, temporary parking, or disturbance will be allowed within barricade REQUIRED SIGNAGESNOW FENCE OR CHAIN LINK METAL POST 2 329343.06-05 12 6 12 6 126 126 125 125 124 12 4 12 3 123 123 123 122 12 2 122 122 122 12 2 122 121 12 1 120 120 120 119 119 119 118 118 11 8 11 8 118 118 118118 117 117 11 7 117 116 116 11 6 115 11 5 11 4 11 4 114 11 4 11 3 11 3 11 2 11 2 11 2 111 11 1 11 0 110 10 9 109 10 9 10 9 10 8 108 10 8 10 8 10 7 10 7 10 7 10 7 107 10 7 10 6 10 6 10 6 10 6 10 6 106 10 6 10 6 10 6 10 6 10 6 10 5 10 5 10 5 105 10 5 10 5 10 5 10 5 PARCEL NUMBER: 05-46-05-22-0-000-001.569 CARRIGAN PROPERTIES, LLC PO BOX 241 FAIRHOPE, AL 36533 SR - 1 8 1 (8 0 F T . P U B L I C R / W ) PA R C E L N U M B E R : 05 - 4 6 - 0 5 - 2 2 - 0 - 0 0 0 - 0 0 1 . 5 6 9 CA R R I G A N P R O P E R T I E S , L L C PO B O X 2 4 1 FA I R H O P E , A L 3 6 5 3 3 PARCEL NUMBER: 05-46-05-22-0-000-001.514 KELLEY F THOMPSON, ETUX 19829-A ST HWY 181 FAIRHOPE, AL 36532 PARCEL NUMBER: 05-46-05-22-0-000-001.512 CAMERON ALLYN, ET AL 19725 HWY 181 FAIRHOPE, AL 36532 SINGLE PANEL FENCE ENCROACHES 2.3 FEET CHICKEN WIRE CAGE DIRT/GRAVEL DRIVEWAY XXXXXXXXXXXX X 18" RCP INV. 106.46' INV. 106.61' 11"X18' RCAP INV. 105.34' INV. 104.98' ASPHALT DRIVEWAY WWWWWWWWWWWWWWWWWW G G G G G G G G G G FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L W W W W W W W W W W STONEVALE AVENUE TOP OF POND: 114.00 BOTTOM OF POND: 102.00 N.W.S.E.: 106.00 25-YR DHW: 110.73 100-YR DHW: 112.70 TOP OF POND: 114.00 BOTTOM OF POND: 102.00 N.W.S.E.: 106.00 25-YR DHW: 110.73 100-YR DHW: 112.70 HW-614-SP 4:1 SLOPE PAVED HW-614-SP 6:1 SLOPE PAVED HW-614-SP 6:1 SLOPE PAVED MATCH EXIS EOP ELEVA INSTALL DAM CORE MATERIAL INSTALL DAM CORE MATERIAL INSTALL NORTH PL DITCH INSTALL SR-181 ROW DITCH W SS INSTALL SEEPAGE COLLAR. SEE DETAIL 12345678 11 12 13 14 15 16 109 10 ' P E D E S T R I A N E A S E M E N T 10 ' B U F F E R 114 113112111110109108107106 105 104 10 3 102 115116117 11 8 11 4 11 3 11 2 11 1 10 9 11 4 11 3 11 2 11 1 10 9 11 7 11 6 11 5 114 10 9 11 0 11 1 11 2 11 3 11 4 11 5 11 6117118119120121122 123 123 122 121 120 119 118 117 116 115 10 7 10 6 10 5 10 7 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 10 6 SS 108 11 9 113 112 111110 109 108107 106 105104103102 11 0 11 0 124 122124 121123 S S S S S S S S S S S S S S S S W W W W W W W W WWWWWWWW (31) MC3 (34) MC3 36" 24" 27" 24" 40" 27"27" 23" 30" 25"20" 20" 20" 22" 21" 22" 21" 19" 18" 24"27" 32" 18" 30"20" 52"86" 42"18"32"30" 23"18" 31"18" 52"23"26"68"42" 44"(TWIN) 31"48" 28" 30" 26"41" 36" 25" 52" 27" 22"70" 38"35"45" 35" 46" 36"72" 30" 24" 27" 60" 30" 22"20" 22" 36" 58" 88" 32"18" SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HT REMARKS TREES MA 1 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 30 GAL 8`-10`3 TRUNKS; FULL HEAD QN 46 QUERCUS NUTTALLII NUTTALL OAK B&B OR CONT 2.5" CAL 10`FULL HEAD, SPECIMEN QUALITY QS 14 QUERCUS SHUMARDII SHUMARD RED OAK B&B OR CONT 2.5" CAL 10`FULL HEAD, SPECIMEN QUALITY QV 9 QUERCUS VIRGINIANA SOUTHERN LIVE OAK B&B OR CONT 2.5"CAL 10`FULL HEAD, SPECIMEN QUALITY TD 12 TAXODIUM DISTICHUM BALD CYPRESS B&B OR CONT 2.5"CAL 10`FULL HEAD, SPECIMEN QUALITY SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT HT SPACING REMARKS SHRUBS MC3 65 MYRICA CERIFERA COMMON WAX MYRTLE 7 GAL 36" MIN. 72" o.c.SHRUB FORM, FULL TO GROUND SOD/SEED SOD 70,313 SF CYNODON DACTYLON `TIFWAY 419` TIFWAY 419 BERMUDA GRASS SOD PLANT SCHEDULE © 1 LP200 QUANTITY TAKEOFF DISCLAIMER: QUANTITIES NOTED ON PLANS ARE OFFERED AS A CONVENIENCE TO THE CONTRACTOR FOR BID PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT. 00 50' 100' N O R T H Scale: 1"= 50' OVERALL LANDSCAPE PLANTING PLAN1 1 LP201 GENERAL NOTES STREET TREE PLANTING NOTES © 12 6 12 6 125 124 123 12 2 12 2 12 2 122 12 1 120 11 9 11 8 11 8 118 118 118118 117 11 7 117 116 116 11 6 115 11 5 11 4 11 4 114 11 4 11 3 11 3 11 2 11 2 11 2 111 11 1 11 0 110 10 9 109 10 9 10 9 10 8 108 10 8 10 8 10 7 10 7 10 7 10 7 107 10 7 10 6 10 6 10 6 10 6 10 6 106 10 6 10 6 10 6 10 6 10 6 10 5 10 5 10 5 10 5 10 5 10 5 10 5 10 5 SR - 1 8 1 (8 0 F T . P U B L I C R / W ) PARCEL NUMBER: 05-46-05-22-0-000-001.512 CAMERON ALLYN, ET AL 19725 HWY 181 FAIRHOPE, AL 36532 SINGLE PANEL FENCE ENCROACHES 2.3 FEET PA R C E L N U M B E R : 05 - 4 6 - 0 6 - 2 3 - 0 - 0 0 0 - 0 1 5 . 0 0 0 PA T R I C K S T R A C K 23 9 9 1 G R A N T D R LO X L E Y , A L 3 6 5 5 1 CHICKEN WIRE CAGE DIRT/GRAVEL DRIVEWAYX XX 18" RCP INV. 106.46' INV. 106.61' 11"X18' RCAP INV. 105.34' INV. 104.98' ASPHALT DRIVEWAY WWWWWWWWWWWWWWWW G G G G G G G G G G G G G G G G FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L L FO L FO L SS W W W W W W W W W W W W W W W W TONEVALE AVENUE TOP OF POND: 114.00 BOTTOM OF POND: 102.00 N.W.S.E.: 106.00 25-YR DHW: 110.73 100-YR DHW: 112.70 TOP OF POND: 114.00 BOTTOM OF POND: 102.00 N.W.S.E.: 106.00 25-YR DHW: 110.73 100-YR DHW: 112.70 HW-614-SP 4:1 SLOPE PAVED HW-614-SP 6:1 SLOPE PAVED HW-614-SP 6:1 SLOPE PAVED MATCH EXISTING EOP ELEVATIONS INSTALL DAM CORE MATERIAL INSTALL DAM CORE MATERIAL INSTALL NORTH PL DITCH INSTALL SR-181 ROW DITCH W W SS SS SS SS SS INSTALL SEEPAGE COLLAR. SEE DETAIL 123 14 15 16 10 ' P E D E S T R I A N E A S E M E N T 10 ' B U F F E R 114 113112111110109108107106 105 104 10 3 102 115116117 11 8 11 4 11 3 11 2 11 1 10 9 11 4 11 3 11 2 11 1 10 9 11 7 11 6 11 5 114 10 9 11 0 11 1 11 2 11 3 11 4 11 5 11 6 117118119 118 117 116 115 10 7 10 6 10 5 10 7 SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 10 6 SS SS 108 11 9 113 112 111110 109 108 107 106 105104103102 11 0 11 0 121 S S S S S S S S W W W WWW (31) MC3 (34) MC3 45" 35" 46" 36"72" 30" 24" 27" 60" 30" 22"20" 22" 36" 58" 88" 32"18" © 00 30' 60' N O R T H Scale: 1"= 30' LANDSCAPE PLANTING PLAN ENLARGEMENT1 POND FOUNTAIN BY KASCO, J-SERIES, MODEL: 3400HJF, NOZZLE: WILLOW. CONTRACTOR TO ACCOUNT FOR LENGTH OF WIRE FROM PANEL TO FOUNTAIN. INSTALL PER MANUFACTURER'S SPECIFICATIONS. POND FOUNTAIN BY KASCO, J-SERIES, MODEL: 3400HJF, NOZZLE: WILLOW. CONTRACTOR TO ACCOUNT FOR LENGTH OF WIRE FROM PANEL TO FOUNTAIN. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 126 126 12512 4 12 3 123 123 122 122 122 12 1 120 120 119 119 118 118 117 PARCEL NUMBER: 05-46-05-22-0-000-001.569 CARRIGAN PROPERTIES, LLC PO BOX 241 FAIRHOPE, AL 36533 PA R C E L N U M B E R : 05 - 4 6 - 0 5 - 2 2 - 0 - 0 0 0 - 0 0 1 . 5 6 9 CA R R I G A N P R O P E R T I E S , L L C PO B O X 2 4 1 FA I R H O P E , A L 3 6 5 3 3 PARCEL NUMBER: 05-46-05-22-0-000-001.514 KELLEY F THOMPSON, ETUX 19829-A ST HWY 181 FAIRHOPE, AL 36532 XXXXXXXXXXXXXXXXXXXX WWWWWWWWWWWWWWW STONEVA INSTA PL DIT 45678 11 12 13109 120121122 123 123 122 121 120 119 SSSSSSSSSSSSSSSSSSSSSSSS 124 122124 123 S S S S S S S S S S W W W W W WWWWW 36" 24" 27" 24" 40" 27"27" 23" 30" 25"20" 20" 20" 22" 21" 22" 21" 19" 18" 24"27" 32" 18" 30"20" 52"86" 42"18"32"30" 23"18" 31"18" 52"23"26"68"42" 44"(TWIN) 31"48" 28" 30" 26"41" 36" 25" 52" 27" 22"70" 38"35"45" 3 © 00 30' 60' N O R T H Scale: 1"= 30' LANDSCAPE PLANTING PLAN ENLARGEMENT1 © SHRUB PLANTING1 MULTI-TRUNK TREE STAKING 1/2" = 1'-0" 2X BALL DIA. SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. FORM SAUCER WITH 3" CONTINUOUS RIM 3" MULCH 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6-9" FROM TOP OF STAKE. 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL TRUNK. 2" x 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING. x x 4 329343-01 STAKING DETAIL PLANT PIT DETAIL TREE PLANTING - GUY STRAP 1" = 1'-0" SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. TENSION BAR 1" GUYLINE WEBBING ARROWHEAD ANCHOR KEEP TURF CLEAR FOR A 24" RADIUS CIRCLE AROUND THE TREE - MULCH WITH A 3" THICK LAYER OF SHREDDED BARK. SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. KEEP MULCH 2" - 3" FROM BASE OF TREE. ARBORGUY TREE ANCHOR SYSTEM, INSTALL APPROPRIATE MODEL PER MANUFACTURUER'S INSTRUCTIONS FINISHED GRADE EXISTING SUBSOIL ROOTBALL 3" HIGH WATER WELL AT SHRUB AREA ROOTBALL 2X ROOTBALL PLANTING AT SHRUB AREAS FINISHED GRADE AT LAWN PLANTING AT LAWN AREAS FINISHED GRADE AT SHRUBS MULCH WATER WELL AREA TO 3" DEPTH.TRENCH EDGE RE: DETAIL 5 329343.26-02 SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR - SPACED IN ROWS PARALLED TO THE STRAIGHT EDGE. SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGES. CURVED EDGES TO BE VERY SMOOTH RADII. A A B B BEDLINE CURB TYPICAL PLANT SPACING NOT TO SCALE2 329399-04 CROWN MULCH NEAR EDGE IN A BERM-LIKE MANNER AS SHOWN LAWN OR TOP OF CURB/ PAVING GRADE PREPARED SUBGRADE NOTE: TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING BED AREAS AND ADJACENT TURF AREAS, UNLESS NOTED OTHERWISE. MULCH LAYER TRENCH EDGE 3" = 1'-0"329413.23-026 GENERAL PLANTING NOTES 1" = 1" x x x x x x x x x x x x x x x x x x x x 7 329399-05 GROUNDCOVER PLANTING 3" = 1'-0" PLANT SPACING PER PLAN/PLANT SCHEDULE 2" MULCH INSTALLED BEFORE PLANTING (PINE BARK MINI-NUGGETS ACCEPTABLE FOR INITIAL PLANTING IF TIGHT SPACING NECESSITATES ITS USE.) PREPARE BED PER SPECS UNDISTURBED SUBGRADE 329313-013 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 Table of Contents Project Description ........................................................................................................................1 Proposed Hydraulic Analysis ........................................................................................................1 Summary of Results .......................................................................................................................2 Water Quality Calculations ..........................................................................................................4 TSS Removal ..................................................................................................................................4 Appendix A .....................................................................................................................................5 Vicinity & Drainage Maps .................................................................................................... Appendix B .....................................................................................................................................6 HydroCAD Report ................................................................................................................. Appendix C .....................................................................................................................................7 StormCAD Report Tables ...................................................................................................... Appendix D .....................................................................................................................................8 Soil Information ..................................................................................................................... Appendix E .....................................................................................................................................9 NOAA Rainfall Data.............................................................................................................. 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 1 | P a g e PROJECT DESCRIPTION Stonevale Subdivision is a proposed sixteen (16) lot subdivision located in Fairhope, Alabama. The site contains approximately 9.83 acres. The site is located in Section 22, Township 6 South, Range 2 East and is along the West side of SR-181 just south of the intersection of SR-181 and Quail Creek Dr. The existing terrain of the site consists of three (3) separate basins. The first basin drains to the Right-of-Way ditch on SR-181. This basin discharges South where the run-off eventually drains into Cowpen Creek. The second basin drains to the site’s Northwest property corner where it sheet flows on to the neighbor’s property. The third basin drains to the Southwest property corner where run-off sheet flows onto the adjacent property. The site is mostly wooded with a grassed area near the SR-181 Right-of-Way. There are multiple structures located on the site as well as an existing Residence, with driveway, that will be demolished and removed. A map showing the vicinity can be seen in Appendix A. Water will be collected in a series of inlets and underground drainage pipes. The underground drainage pipes will discharge into one of two (2) interconnected wet detention ponds. Both ponds are located at the East portion of the site and discharge to the Right-of-Way ditch along SR-181. PROPOSED HYDRAULIC ANALYSIS The SCS method for runoff estimation was used to develop the detention calculations for the project. NOAA has published depth curves specific to this area and the 2, 5, 10, 25, 50 and 100- year, 24-hour storm events were utilized in the drainage calculations for this site. The existing GIS contours along with field verified elevations for the area are used to determine the size of the drainage basin. A copy of the Drainage Map can be found in Appendix A. The drainage basin area is then plotted on the USDA Web Soil Survey to determine the soil characteristics. Soil surveys are made to provide information about the soils within the drainage area. They include a description of the soil types, their location, and tables that show soil properties and limitations affecting various uses. TR-20 presents a simplified procedure for estimating runoff and peak discharges in small watersheds. Using this procedure, the SCS Curve number method along with the information gained in the soil report, runoff is able to be estimated. The soil information for the site can be found in Appendix D. The time of concentration (Tc) was also necessary for the flow estimate. This value was estimated using the grade change from the most remote point of the drainage area to the location of the proposed inlet or pipe. This grade change and the total travel length can be applied to the TR-55 method to calculate the time of concentration. The TR-55 method computes travel time for each type of flow that is present, sheet flow, shallow concentrated flow or channel flow. HydroCAD utilizes the composite runoff curve number and the area of the drainage basin to determine the outflow of the drainage basin. A twenty-four-hour rainfall intensity for a two, five, ten, twenty-five, fifty, and one-hundred-year return storm event was applied to the drainage areas to determine the flow. The software was used to determine the flow exiting the drainage basin and entering the proposed detention pond for pre- and post-development scenarios. HydroCad analysis for the site can be found in Appendix B. 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 2 | P a g e StormCAD was used to analyze the closed drainage systems for the proposed project. A 25-year return period was used for design. Curbs and gutters channel storm water from the roadways; the storm water is then collected into wing inlets and yard inlets, which eventually is piped to the proposed stormwater ponds. Pond outfall structures will be installed in the pond and discharge into the existing discharge point at a controlled rate less than the pre-developed rate. StormCAD analysis for the site can be found in Appendix C. Grassed areas were estimated using a C-value of 0.25 and impervious areas were estimated using a C-value of 0.95. In each inlet drainage area, impervious areas were hand calculated and weighted with respect to pervious areas to establish a composite C-value for each individual inlet basin. According to our post-development calculations, there will be no adverse effects from our development. SUMMARY OF RESULTS Analysis determined that the proposed detention ponds are adequate to effectively handle and store the peak post-development flows observed during a two, five, ten, twenty-five, fifty, and one- hundred-year return events. Please see HydroCad summary in Appendix B showing the pre- developed flow rates and post-developed flow rates for the 2, 5, 10, 25, 50 & 100-year storm events and the associated high-water elevations. A brief summary of the pre vs. post development discharge rates for the project can be seen below: FLOW RATES TO SR-181 (cfs) PRE POST POND (HW) 2 YEAR 1.40 1.31 5 YEAR 3.89 2.43 10 YEAR 7.11 4.50 25 YEAR 13.29 8.61 110.70’ 50 YEAR 19.36 12.72 100 YEAR 26.87 18.36 112.69’ POND TOP: 114.00’ 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 3 | P a g e FLOW RATES TO NW CORNER (cfs) PRE POST 2 YEAR 0.08 0.06 5 YEAR 0.21 0.15 10 YEAR 0.37 0.27 25 YEAR 0.69 0.50 50 YEAR 0.99 0.72 100 YEAR 1.36 1.00 FLOW RATES TO SW CORNER (cfs) PRE POST 2 YEAR 0.46 0.34 5 YEAR 1.22 0.80 10 YEAR 2.17 1.33 25 YEAR 3.96 2.26 50 YEAR 5.72 3.15 100 YEAR 7.87 4.23 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 4 | P a g e WATER QUALITY CALCULATIONS A = Area of the Site = 9.83 acres I = Percentage of Imperviousness = 33.57% P = Rainfall treatment depth = 1.8 inches Rv = Runoff coefficient WQv = Water quality treatment volume Rv = 0.015 + 0.0092*I = 0.015 + 0.0092 (33.57) = .324 WQv = P * Rv * A/12 = 1.8 inches * 0.324 * 9.83 / 12 = 0.48 ac-ft = 20,909 ft3 The water quality volume is provided within the Wet Pond Storage of the Ponds. The total water quality volume provided within the wet ponds is 28,145 cubic feet of storage which is greater than the 20,909 cubic feet required. TSS REMOVAL The total suspended solids will be treated by the wet ponds. Per the Subdivision Regulations, wet ponds have an 80% TSS removal efficiency. February 3, 2026 S.E. Civil Engineering & Surveying Arthur Johnson 9969 Windmill Road Fairhope, AL 36532 Re: Preliminary Plat for Stonevale, PIN 15456, Parcel 05-46-05-22-0-000-001.513, 17 lots Dear Arthur Johnson: This letter is to confirm that the referenced development is in Baldwin E.M.C.’s service territory. Also, this letter is confirming that the referenced has been submitted to Baldwin EMC. Baldwin EMC is willing to service the development as long as the necessary easements are granted using our standard easement form and all other appropriate documents and fees are finalized in advance. Baldwin EMC must be given proper notice and planning time with respect to required system upgrades (transmission line, substation and distribution line). All system upgrades and line extensions will be in accordance with Baldwin EMC’s current Line Extension Policy. Please contact me to discuss necessary easements and fees. Below is our typical required easements for subdivisions: There is a dedicated herewith a 10 foot utility easement on all lot lines and common areas adjacent to the right-of-ways and a 10 foot utility easement on each side of lot and common area lines, unless otherwise noted. If you have any questions or if I can be of further assistance, please do not hesitate to contact me at 251-989-0106. Sincerely, Clayton Stewart Supervisor of Staking CS/nn January 28, 2026 Arthur Johnson S.E. Civil Engineering & Surveying RE: Service Availability – Stonevale Subdivision Dear Mr. Johnson, This letter is in response to your request for information on the availability of service at the above location by AT&T. This letter acknowledges that the above referenced property is located in an area served by AT&T. Any service arrangements for this location will be subject to later discussions and agreements between the developer and AT&T. Please be advised that this letter is not a commitment by AT&T to provide service to this location. Please contact me at the phone number included in this letter with any questions. Thank you for contacting AT&T. Sincerely, Wade Mitchell Senior – OSP Design Engineer AT&T Alabama 2155 Old Shell Rd Mobile, Alabama 36607 Gulf District/ Mobile Office (251) 680-7402 Description / ITE Code Units Rate Weekday Daily Traffic PM Peak Period Rate % PM In % PM Out Expected Units (independent variable) Calculated Daily Trips PM Peak Trips - Total PM In PM Out Waterport/Marine Terminal 010 Berths 171.52 NA NA NA 0 NA NA NA Commercial Airport 021 Employees 13.40 0.80 54% 46% 0 0 NA NA Commercial Airport 021 Avg Flights/Day 104.73 5.75 56% 44% 0 0 NA NA Commercial Airport 021 Com. Flights/Day 122.21 6.88 54% 46% 0 0 NA NA General Aviation Airport 022 Employees 14.24 1.03 45% 55% 0 0 NA NA General Aviation Airport 022 Avg. Flights/Day 1.97 NA NA NA 0 NA NA NA General Aviation Airport 022 Based Aircraft 5.00 0.37 45% 55% 0 0 NA NA Truck Terminal 030 Acres 81.90 6.55 43% 57% 0 0 NA NA Park&Ride w/ Bus Service 090 Parking Spaces 4.50 0.62 22% 78% 0 0 NA NA Park&Ride w/ Bus Service 090 Occ. Spaces 9.62 0.81 28% 72% 0 0 NA NA Light Rail Station w/ Park 093 Parking Space 2.51 1.24 58% 42% 0 0 NA NA Light Rail Station w/ Park 093 Occ. Spaces 3.91 1.33 58% 42% 0 0 NA NA General Light Industrial 110 KSF2 6.97 0.97 12% 88% 0 0 NA NA General Light Industrial 110 Employees 3.02 0.42 21% 79% 0 0 NA NA General Heavy Industrial 120 KSF2 1.50 0.68 NA NA 0 0 NA NA General Heavy Industrial 120 Employees 0.82 0.88 NA NA 0 0 NA NA Industrial Park 130 KSF2 6.96 0.86 21% 79% 0 0 NA NA Industrial Park 130 Employees 3.34 0.46 20% 80% 0 0 NA NA Manufacturing 140 KSF2 3.82 0.74 36% 64% 0 0 NA NA Manufacturing 140 Employees 2.13 0.36 44% 56% 0 0 NA NA Warehousing 150 KSF2 3.56 0.32 25% 75% 0 0 NA NA Warehousing 150 Employees 3.89 0.59 35% 65% 0 0 NA NA Mini Warehouse 151 KSF2 2.50 0.26 51% 49% 0 0 NA NA Mini Warehouse 151 Storage Units 0.25 0.02 NA NA 0 0 NA NA Mini Warehouse 151 Employees 61.90 6.04 52% 48% 0 0 NA NA High-Cube Warehouse 152 KSF2 1.44 0.10 33% 67% 0 0 NA NA High-Cube Warehouse 152 Employees NA 0.66 35% 65% 0 0 NA NA Utilities 170 KSF2 NA 0.76 45% 55% 0 0 NA NA Utilities 170 Employees NA 0.76 90% 10% 0 0 NA NA Single Family Homes 210 DU 9.57 1.01 63% 37% 16.0 153 16 10 6 Single Family Homes 210 Vehicles 6.02 0.67 66% 34% 0 0 NA NA Apartment 220 DU 6.65 0.62 65% 35% 0 0 NA NA Apartment 220 Persons 3.31 0.40 NA NA 0 0 NA NA Apartment 220 Vehicles 5.10 0.60 NA NA 0 0 NA NA Low Rise Apartment 221 Occ.DU 6.59 0.58 65% 35% 0 0 NA NA High Rise Apartment 222 DU 4.20 0.35 61% 39% 0 0 NA NA Mid-Rise Apartment 223 DU NA 0.39 58% 42% 0 0 NA NA Rental Townhouse 224 DU NA 0.72 51% 49% 0 0 NA NA Resd. Condo/Townhouse 230 DU 5.81 0.52 67% 33% 0 0 NA NA Resd. Condo/Townhouse 230 Persons 2.49 0.24 67% 33% 0 0 NA NA Low Rise Resd. Condo 231 DU NA 0.78 58% 42% 0 0 NA NA High Rise Resd. Condo 232 DU 4.18 0.38 62% 38% 0 0 NA NA Luxury Condo/Townhouse 233 Occ. DU NA 0.55 63% 37% 0 0 NA NA Mobile Home Park 240 DU 4.99 0.59 62% 38% 0 0 NA NA Mobile Home Park 240 Persons 2.46 0.26 63% 37% 0 0 NA NA Retirement Community 250 DU NA 0.27 56% 44% 0 0 NA NA Elderly Housing-Detached 251 DU 3.71 0.27 61% 39% 0 0 NA NA Congregate Care Facility 253 Occ.DU 2.15 0.17 56% 44% 0 0 NA NA Elderly Housing- Attached 252 Occ.DU 3.48 0.16 60% 40% 0 0 NA NA Recreational Homes 260 DU 3.16 0.26 41% 59% 0 0 NA NA Residential PUD 270 DU 7.50 0.62 65% 35% 0 0 NA NA Hotel 310 Occ. Room 8.92 0.70 49% 51% 0 0 NA NA Hotel 310 Rooms 8.17 0.59 53% 47% 0 0 NA NA Hotel 310 Employees 14.34 0.80 54% 46% 0 0 NA NA All Suites Hotel 311 Occ.Room 6.24 0.55 42% 58% 0 0 NA NA All Suites Hotel 311 Rooms 4.90 0.40 45% 55% 0 0 NA NA Business Hotel 312 Occ. Room 7.27 0.62 60% 40% 0 0 NA NA Business Hotel 312 Employees 72.67 7.60 60% 40% 0 0 NA NA Motel 320 Occ.Room 9.11 0.58 53% 47% 0 0 NA NA Motel 320 Rooms 5.63 0.47 54% 46% 0 0 NA NA Motel 320 Employees 12.81 0.73 54% 46% 0 0 NA NA Resort Hotel 330 Occ. Room 13.43 0.49 43% 57% 0 0 NA NA Resort Hotel 330 Rooms NA 0.42 43% 57% 0 0 NA NA City Park 411 Picinic Sites 5.87 NA NA NA 0 NA NA NA County Park 412 Acres 2.28 0.06 41% 59% 0 0 NA NA State Park 413 Picnic Sites 9.95 0.65 43% 57% 0 0 NA NA State Park 413 Employees NA 4.67 43% 57% 0 0 NA NA Water Slide Park 414 Parking Space 2.27 NA NA NA 0 NA NA NA Beach Park 415 Acres 29.81 1.30 29% 71% 0 0 NA NA Campground/RV Park 416 Acres 74.38 0.39 NA NA 0 0 NA NA Regional Park 417 Picnic Sites 61.82 9.60 41% 59% 0 0 NA NA Regional Park 417 Employees 79.77 10.26 45% 55% 0 0 NA NA National Monument 418 Employees 31.05 5.58 NA NA 0 0 NA NA Marina 420 Berths 2.96 0.19 60% 40% 0 0 NA NA Golf Course 430 Employees 20.52 1.48 48% 52% 0 0 NA NA Golf Course 430 Holes 35.74 2.78 45% 55% 0 0 NA NA Minature Golf Course 431 Holes NA 0.33 33% 67% 0 0 NA NA Golf Driving Range 432 Tees NA 1.25 45% 55% 0 0 NA NA Multipurpose Rec. Facility 435 Acres 90.38 5.77 NA NA 0 0 NA NA Live Theater 441 Seats NA 0.02 50% 50% 0 0 NA NA Movie Theater w/o matinee 443 KSF2 78.06 6.16 94% 6% 0 0 NA NA Movie Theater w/o matinee 443 Movie Screens 220.00 24.00 41% 59% 0 0 NA NA Movie Theater w/o matinee 443 Seats 1.76 0.07 75% 25% 0 0 NA NA Movie Theater w/o matinee 443 Employees 53.12 4.20 NA NA 0 0 NA NA Movie Theater w/ matinee 444 KSF2 NA 3.80 64% 36% 0 0 NA NA Movie Theater w/ matinee 444 Movie Screens 153.33 20.22 40% 60% 0 0 NA NA Movie Theater w/ matinee 444 Seats NA 0.14 53% 47% 0 0 NA NA Horse Track 452 Employees 2.60 NA 50% 50% 0 NA NA NA Dog Track 454 Attendees 1.09 0.13 66% 34% 0 0 NA NA Arena 460 Employees 10.00 NA 50% 50% 0 NA NA NA Ice Rink 465 Seats 1.26 0.12 NA NA 0 0 NA NA Casino/Video Lottery Establishment 473 KSF2 NA 13.43 56% 44% 0 0 NA NA Amusement Park 480 Employees 8.33 0.50 61% 39% 0 0 NA NA Zoo 481 Acres 114.88 NA 50% 50% 0 NA NA NA Zoo 481 Employees 23.93 NA 50% 50% 0 NA NA NA Tennis Courts 490 Courts 31.04 3.88 NA NA 0 0 NA NA Tennis Courts 490 Employees 66.67 5.67 NA NA 0 0 NA NA Racquet Club 491 Courts 38.70 3.35 NA NA 0 0 NA NA Racquet Club 491 KSF2 14.03 1.06 NA NA 0 0 NA NA Racquet Club 491 Employees 45.71 4.95 NA NA 0 0 NA NA Health Club 492 KSF2 32.93 3.53 57% 43% 0 0 NA NA Bowling Alley 494 KSF2 33.33 3.54 35% 65% 0 0 NA NA Recreational Com. Center 495 KSF2 22.88 1.45 37% 63% 0 0 NA NA Recreational Com. Center 495 Employees 27.25 3.16 44% 56% 0 0 NA NA Military Base 501 Employees 1.78 0.39 NA NA 0 0 NA NA Elementary School 520 Students 1.29 0.15 49% 51% 0 0 NA NA Elementary School 520 KSF2 15.43 1.21 45% 55% 0 0 NA NA Elementary School 520 Employees 15.71 1.81 49% 51% 0 0 NA NA Private School (K-12) 536 Students 2.48 0.17 43% 57% 0 0 NA NA Middle/ JR. High School 522 Students 1.62 0.16 49% 51% 0 0 NA NA Middle/ JR. High School 522 KSF2 13.78 1.19 52% 48% 0 0 NA NA High School 530 Students 1.71 0.13 47% 53% 0 0 NA NA High School 530 KSF2 12.89 0.97 54% 46% 0 0 NA NA High School 530 Employees 19.74 1.55 54% 46% 0 0 NA NA Junior/ Comm. College 540 Students 1.20 0.12 64% 36% 0 0 NA NA Junior/ Comm. College 540 KSF2 27.49 2.54 58% 42% 0 0 NA NA Junior/ Comm. College 540 Employees 15.55 1.39 58% 42% 0 0 NA NA University/College 550 Students 2.38 0.21 30% 70% 0 0 NA NA University/College 550 Employees 9.13 0.88 29% 71% 0 0 NA NA Church 560 KSF2 9.11 0.55 48% 52% 0 0 NA NA Synagogue 561 KSF2 10.64 1.69 47% 53% 0 0 NA NA Daycare Center 565 KSF2 79.26 12.46 47% 53% 0 0 NA NA Daycare Center 565 Students 4.48 0.82 47% 53% 0 0 NA NA Daycare Center 565 Employees 28.13 4.79 47% 53% 0 0 NA NA Cemetery 566 Employees 58.09 7.00 33% 67% 0 0 NA NA Prison 571 KSF2 NA 2.91 NA NA 0 0 NA NA Prison 571 Employees NA 0.23 28% 72% 0 0 NA NA Library 590 KSF2 56.24 7.30 48% 52% 0 0 NA NA Library 590 Employees 52.52 5.40 47% 53% 0 0 NA NA Lodge/Fraternal Organization 591 Members 0.29 0.03 NA NA 0 0 NA NA Lodge/Fraternal Organization 591 Employees 46.90 4.05 NA NA 0 0 NA NA Hospital 610 KSF2 16.50 1.14 42% 58% 0 0 NA NA Hospital 610 Beds 11.81 1.31 36% 64% 0 0 NA NA Hospital 610 Employees 5.20 0.33 31% 69% 0 0 NA NA Nursing Home 620 Beds 2.37 0.22 33% 67% 0 0 NA NA Nursing Home 620 Employees 4.03 NA 26% 74% 0 NA NA NA Clinic 630 KSF2 31.45 5.18 NA NA 0 0 NA NA Clinic 630 Employees 7.75 1.23 41% 59% 0 0 NA NA General Office 710 (Equation)KSF2 Equation Equation 17% 83% 0 0 NA NA General Office 710 KSF2 11.01 1.49 17% 83% 0 0 NA NA Corporate Headquarters 714 KSF2 7.98 1.40 10% 90% 0 0 NA NA Corporate Headquarters 714 Employees 7.98 1.40 10% 90% 0 0 NA NA Single Tenant Office Bldg 715 KSF2 11.57 1.72 15% 85% 0 0 NA NA Single Tenant Office Bldg 715 Employees 3.62 0.50 15% 85% 0 0 NA NA Medical Dental Office 720 KSF2 36.13 3.46 27% 73% 0 0 NA NA Medical Dental Office 720 Employees 8.91 1.06 34% 66% 0 0 NA NA Government Office Building 730 KSF2 68.93 1.21 31% 69% 0 0 NA NA Government Office Building 730 Employees 11.95 1.91 74% 26% 0 0 NA NA State Motor Vehicles Dept. 731 KSF2 166.02 17.09 NA NA 0 0 NA NA State Motor Vehicles Dept. 731 Employees 44.54 4.58 NA NA 0 0 NA NA US Post Office 732 KSF2 108.19 11.12 51% 49% 0 0 NA NA US Post Office 732 Employees 28.32 2.84 51% 49% 0 0 NA NA Gov. Office Complex 733 KSF2 27.92 2.85 31% 69% 0 0 NA NA Gov. Office Complex 733 Employees 7.75 0.79 31% 69% 0 0 NA NA R&D Center 760 KSF2 8.11 1.07 15% 85% 0 0 NA NA R&D Center 760 Employees 2.77 0.41 10% 90% 0 0 NA NA Building Materials/Lumber 812 KSF2 45.16 4.49 47% 53% 0 0 NA NA Building Materials/Lumber 812 Employees 32.12 2.77 51% 49% 0 0 NA NA Free-Standing Discount Superstore 813 KSF2 53.13 4.61 49% 51% 0 0 NA NA Free-Standing Discount Store 815 KSF2 57.24 5.00 50% 50% 0 0 NA NA Free-Standing Discount Store 815 Employees 28.84 3.48 50% 50% 0 0 NA NA Hardware/Paint Store 816 KSF2 51.29 4.84 47% 53% 0 0 NA NA Hardware/Paint Store 816 Employees 53.21 5.05 NA NA 0 0 NA NA Nursery (Garden Center) 817 KSF2 36.08 3.80 NA NA 0 0 NA NA Nursery (Garden Center) 817 Employees 22.13 1.99 NA NA 0 0 NA NA Nursery (Wholesale) 818 KSF2 39.00 5.17 NA NA 0 0 NA NA Nursery (Wholesale) 818 Employees 23.40 0.47 NA NA 0 0 NA NA Shopping Center 820 (Equation)KSF2 Equation Equation 49% 51% 0 0 NA NA Shopping Center 820 Rate KSF2 42.94 3.37 49% 51% 0 0 NA NA Factory Outlet Center 823 KSF2 26.59 2.29 47% 53% 0 0 NA NA Quality Restaurant 931 KSF2 89.95 7.49 67% 33% 0 0 NA NA Quality Restaurant 931 Seats 2.86 0.26 67% 33% 0 0 NA NA High Turnover/Sit Down Rest 932 KSF2 127.15 11.15 59% 41% 0 0 NA NA High Turnover/Sit Down Rest 932 Seats 4.83 0.41 57% 43% 0 0 NA NA Fast Food w/o Drive Thru 933 KSF2 716.00 26.15 51% 49% 0 0 NA NA Fast Food w/o Drive Thru 933 Seats 42.12 2.13 64% 36% 0 0 NA NA Fast Food w/ Drive Thru 934 KSF2 496.12 33.48 52% 48% 0 0 NA NA Fast Food w/ Drive Thru 934 Seats 19.52 0.94 53% 47% 0 0 NA NA Drive Thru Only 935 KSF2 NA 153.85 54% 46% 0 0 NA NA Drinking Place 925 KSF2 NA 11.34 66% 34% 0 0 NA NA Quick Lube Shop 941 Service Bays 40.00 5.19 55% 45% 0 0 NA NA Automobile Care Center 942 Service Bays 12.48 2.17 NA NA 0 0 NA NA Automobile Care Center 942 KSF2 15.86 3.38 50% 50% 0 0 NA NA New Car Sales 841 KSF2 33.34 2.59 39% 61% 0 0 NA NA New Car Sales 841 Employees 21.14 0.96 48% 52% 0 0 NA NA Automobile Parts Sales 843 KSF2 61.91 5.98 49% 51% 0 0 NA NA Gasoline/Service Station 944 Fuel. Position 168.56 13.87 50% 50% 0 0 NA NA Serv.Station w/ Conven.Mkt 945 Fuel Position 162.78 13.38 50% 50% 0 0 NA NA Serv.Stat.w/Conv.Mkt.&Carwash 946 Fuel Position 152.84 13.94 51% 49% 0 0 NA NA Self-Service Carwash 947 Stalls 108.00 5.54 51% 49% 0 0 NA NA Tire Store 848 Service Bays NA 3.54 42% 58% 0 0 NA NA Tire Store 848 KSF2 24.87 4.15 43% 57% 0 0 NA NA Wholesale Tire Store 849 Service Bays 30.55 3.17 47% 53% 0 0 NA NA Supermarket 850 KSF2 102.24 10.50 51% 49% 0 0 NA NA Convenien. Mkt. (Open 24 hrs) 851 KSF2 737.99 52.41 51% 49% 0 0 NA NA Convenien. Mkt. (Open 16 Hrs) 852 KSF2 NA 34.57 49% 51% 0 0 NA NA Convenien. Mkt w/ Gas Pumps 853 KSF2 845.60 59.69 50% 50% 0 0 NA NA Discount Supermarket 854 KSF2 96.82 8.90 50% 50% 0 0 NA NA Wholesale Market 860 KSF2 6.73 0.88 53% 47% 0 0 NA NA Discount Club 857 KSF2 41.80 4.24 50% 50% 0 0 NA NA Home Improvement Store 862 KSF2 29.80 2.37 48% 52% 0 0 NA NA Electronics Superstore 863 KSF2 45.04 4.50 49% 51% 0 0 NA NA Toy/Children's Superstore 864 KSF2 NA 4.99 50% 50% 0 0 NA NA Apparel Store 876 KSF2 66.40 3.83 50% 50% 0 0 NA NA Drugstore w/o Drive-Thru 880 KSF2 90.06 8.42 50% 50% 0 0 NA NA Drugstore w/ Drive-Thru 881 KSF2 88.16 10.35 50% 50% 0 0 NA NA Furniture Store 890 KSF2 5.06 0.45 48% 52% 0 0 NA NA Video Arcade 895 KSF2 NA 56.81 52% 48% 0 0 NA NA Video Rental Store 896 KSF2 NA 31.54 50% 50% 0 0 NA NA Walk-in Bank 911 KSF2 156.48 12.12 44% 56% 0 0 NA NA Drive-in Bank 912 Drive-in Windows 139.25 27.41 49% 51% 0 0 NA NA Drive-in Bank 912 KSF2 148.15 25.82 50% 50% 0 0 NA NA NA: Not Available KSF2: Units of 1,000 square feet DU: Dwelling Unit Fuel Position: # of vehicles that could be fueled simultaneously Occ.Room: Occupied Room RESOLUTION NO. 2026-02 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF FAIRHOPE, ALABAMA, TO PROTECT THE HEALTH, SAFETY AND GENERAL WELFARE OF THE PEOPLE, AND TO EXTEND THE TEMPORARY SUSPENSION OF CONSIDERATION OF CERTAIN RESIDENTIAL MULTIPLE OCCUPANCY PROJECT AND SUBDIVISION APPLICATIONS IN THE CITY OF FAIRHOPE AND FOR OTHER PURPOSES WHEREAS the City Council of the City of Fairhope, Alabama has adopted Ordinance No. 1859 (the “Ordinance”) establishing a temporary suspension of consideration of certain residential multiple occupancy project and subdivision applications by staff and the Planning Commission inside the City of Fairhope for a period of four (4) months (the “Suspension”); and WHEREAS the Planning Commission finds that the Ordinance and the Suspension are proper and are in the best interests of the health, safety and general welfare of residents in the City of Fairhope. NOW, THEREFORE, BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF FAIRHOPE, ALABAMA, AS FOLLOWS: Section 1. The Ordinance and the Suspension are hereby adopted, ratified, confirmed and approved the same as if the exact terms and conditions of the Ordinance were set forth herein. Section 2. Severability. Should any section, paragraph, sentence, clause or phrase of this Resolution, or its application to any person or circumstance, be declared unconstitutional or otherwise invalid for any reason, or should any portion of this Resolution be pre-empted by state or federal law or regulation, such decision or pre-exemption shall not affect the validity of the remaining portions of this Resolution or its application to other persons or circumstances. ADOPTED BY THE PLANNING COMMISSION OF THE CITY OF FAIRHOPE, ALABAMA AT A REGULAR MEETING THEREOF ON THE 6st DAY OF April, 2026. __________________________________ Lee Turner, Chairman ORDINANCE NO. 1859 AN ORDINANCE OF THE CITY OF FAIRHOPE, ALABAMA TO PROTECT THE HEALTH, SAFETY, AND GENERAL WELFARE OF THE PEOPLE, AND TO EXTEND THE TEMPORARY SUSPENSION OF CONS ID ERA TION OF CERTAIN RESIDENTIAL MULTIPLE OCCUPANCY PROJECT AND SUBDIVISION APPLICATIONS IN THE CITY OF FAIRHOPE AND FOR OTHER PURPOSES WHEREAS, the City of Fairhope has adopted the Fairhope Subdivision Regulations and Zoning Ordinance that regulate the subdivision of land and multiple occupancy projects and development of those projects within the City limits pursuant to Alabama Code§ 11-52-30 et seq.; and WHEREAS, there has been rapid and substantial growth in and around the City of Fair hope; and WHEREAS, the City Council recognizes that the explosive growth has increased the burden on public utilities, roads, and other infrastructure as well as the health, safety, and general welfare of the community; and WHEREAS, the City Council adopted Ordinance No . 1823 for the purpose of suspending consideration of certain residential dwelling multiple occupancy project applications and certain subdivision applications while the City made several infrastructure upgrades, additions, and improvements, conducted certain capacity studies, and proposed certain changes to the Fairhope Subdivision Regulations and Fairhope Zoning Ordinance consistent with the 2024 Comprehensive Plan; and WHEREAS, the Planning Commission reviewed Zoning Case ZC25.07 which proposed various amendments to the Zoning Ordinance, and the Planning Commission voted at the Planning Commission meeting on September 4, 2025, with a favorable recommendation to the City Council for adoption of those amendments ; and WHEREAS, the City Council held a public hearing on the proposed amendments to the Zoning Ordinance on October 27, 2025, and received feedback from the public on certain concerns and objections to some of the proposed amendments to the Zoning Ordinance; and WHEREAS, the City Council adopted Ordinance No. 1847 for a four (4) month extension of the suspension of consideration of certain residential dwelling multiple occupancy project applications and certain subdivision applications to allow the City staff, City Council, and Planning Commission to further evaluate and implement amendments to the Zoning Ordinance that are in the best interests of the City of Fairhope; and WHEREAS, the City Council held a public hearing on February 19 , 2026 regarding proposed Amendments to the Zoning Ordinance which raised additional concerns and highlighted the need for further revisions to the proposed amendments to the Zoning Ordinance; and WHEREAS, additional revisions to the proposed amendments to the Zoning Ordinance require additional notice , advertisement, and another public hearing before adoption pursuant to the Alabama Code and the Zoning Ordinance; and WHEREAS, pursuant to Ordinance No. 1823 and No. 1847, the short-term suspension of consideration of certain residential dwelling multiple occupancy project applications and certain subdivision applications is set to expire on March 19, 2026; and Ordinance No . 1859 Page -2- WHEREAS , the City Council believes that an additional four (4) month extension to the suspension of consideration of certain residential dwelling multiple occupancy project applications and certain subdivision applications will allow the City staff, City Council , and Planning Commission to further evaluate and implement amendments to the Zoning Ordinance that are in the best interests of the City of Fairhope ; and WHEREAS , the City Council has determined that the suspension of consideration of such applications is appropriate to prevent conditions that may threaten the community 's health , safety, and general welfare ; and WHEREAS , this suspension of limited duration and limited scope would be in the public interest and promote orderly land development. BE IT ORDAINED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: Section I: Purpose: A. The City Council hereby declares it to be the purpose and intent of this Ordinance to extend the suspension of consideration of all multiple occupancy project applications that contain three (3) or more residential dwelling units and all subdivision applications that contain three (3) or more residential lots smaller than 10,500 square feet per lot in the City of Fairhope for an additional four (4) months . Section II: Temporary Suspension Established: A . For the purposes of amending the Zoning Ordinance , and further evaluation of the traffic and parking burden, water and wastewater capacity , and other impacts and problems facing the City that may be caused or which could be exacerbated by additional high density residential dwelling development, and to allow for the analysis and development of related updates to the City's comprehensive plan and applicable rules , regulations , and ordinances , and to identify, provide for , and address the City 's roadways , utility infrastructure, and other needs , the City Council hereby suspends consideration of all applications for multiple occupancy project ("MOP") approval under Article IV , § H of the Subdivision Regulations that contain three (3) or more residential dwelling units and all subdivision applications under Article IV that contain three (3) or more residential lots smaller than 10 ,500 square feet per lot , as set forth in Section II.B herein. The duration of this Ordinance shall be from the effective date of this Ordinanc e through July 17 , 2026 . B . For the duration of this Ordinance , the Director of Planning and the Planning Commission may not accept or consider any new MOP application that contains three (3) or more residential dwelling units or any new subdivision application that contains three (3) or more residential lots smaller than 10 ,500 square feet per lot. Concurrent with the effectiveness hereof, all timelines set forth in the Subdivision Regulations that relate to such applications , including consideration , review , recommendation, hearing , and decision shall be suspended . C. This Ordinance shall not affect any complete MOP application or subdivision application that has been submitted to the City Planning Department with the fee paid on or before the effective date of Ordinance No . 1823 . .5 -0 Q) .c: ~ 15 ::J n.., ~ ci z LL -cl ... 0 Ordinance No . 1859 Page -3- Section III: Conflict and Severability A. This Ordinance shall be construed in a manner that does not conflict with any provision of local , state or federal law except as expressly provided herein and except to the extent its provisions are more restrictive . B . In the event that any section , subsection , sentence , clause or phrase of this Ordinance shall be declared or adjudged invalid or unconstitutional, such adjudication shall in no manner affect the other sections, sentences , clauses or phrases of this Ordinance, which shall remain in full force and effect, as if the section , subsection, sentence , claus e or phrase so declared or adjudged invalid or unconstitutional were not originally a part thereof. Section IV: Definitions A. "City" -means the City of Fairhope , an Alabama municipal corporation . B . "City Council" -means the elected members of the City Council of Fairhope , Alabama . C. "Director of Planning" means the Director of Planning for the City of Fairhope, Alabama . D . "Planning Commission" means the Planning and Zoning Commission of the City of Fairhope, Alabama . E . "Subdivision Regulations " means the City of Fairhope 's Subdivision Regulations , adopted March 8, 2007 , as amended on February 6, 2023 . F . "Effective Date" means this ordinance shall take effect upon its due adoption and publication as required by law . G . The "Zoning Ordinance " refers to the City of Fairhope 's Zoning Ordinance No . 1253 as adopted and amended. ADOPTED BY THE CITY COUNCIL AT A REGULAR MEETING THEREOF ON THE 9TH DAY OF MARCH, 2026. ATTEST: Clerk ADOPTED BY THE CITY COUNCIL AT A REGULAR MEETING THEREOF ON THE 9TH DAY OF MARCH , 2026.