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10-04-2021 Planning Commission Agenda Packet
property is approximately 7 acres and is located at the northeast corner of the intersection of County Road 48 and State Highway 181. PPIN #: 248109, 211347 4. Old/New Business • Comprehensive Plan Discussion 5. Adjourn September 9, 2021 Planning Commission Minutes 1 The Planning Commission met Thursday, September 9, 2021, at 5:00 PM at the City Municipal Complex, 161 N. Section Street in the Council Chambers. Present: Lee Turner, Chairperson; Clarice Hall; Art Dyas; Hollie MacKellar; Harry Kohler; John Worsham; Hunter Simmons, Planning and Zoning Manager; Mike Jeffries, Development Services Manager; Samara Walley, Planner; Allie Knutson, Secretary; and Chris Williams, City Attorney. Absent: Rebecca Bryant; Jason Langley, Water and Sewer Director; and Jimmy Conyers. Chairman Turner called the meeting to order at 5:03 PM. Minutes from August 2, 2021, meeting: Art Dyas made a motion to approve the minutes as submitted. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Art Dyas, Hollie MacKellar, Harry Kohler, and John Worsham. NAY: None. UR 21.03 Request of AT&T for an 11.52.11 Utility Review and approval of the proposed installation of one small cell antenna and equipment to existing AT&T wireline light pole. Owner/Developer: AT&T General Location: Volanta Avenue, South of Fairhope Yacht Club Project: Installation of small cell antenna Jurisdiction: Fairhope Planning Jurisdiction Report prepared by: Chris Ambron, City Planner Recommendation: Approval with Conditions Summary: Hunter Simmons, Planning and Zoning Manager, presented the case summary. This project would be a co-location on an existing AT&T utility pole on the south side of Volanta Avenue, across the street from the Fairhope Yacht Club. The equipment/antenna will be colored to blend with the surroundings. Planning Commission is the final authority for this project as it is not requiring a new pole. If a new pole were required, it would also be heard at City Council. The proposed utility construction is consistent with a previously approved AT&T Small Cell Approved Project (October 7, 2019). Any portions of the project affecting public right-of-way (ROW) maintained by Baldwin County or the Alabama Department of Transportation (ALDOT) shall require permits through the Baldwin County Highway Department or ALDOT. 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. September 9, 2021 Planning Commission Minutes 2 If land disturbance is required, the work must be approved by Erik Cortinas, the City Building Official, the applicant shall contact Alabama One Call to locate all existing utilities and ground conditions in the ROW’s shall be returned to original preconstruction condition(s) or better, and any other conditions deemed necessary by the Cities Building Official. This site shall comply with all State, Federal and local requirements. The applicant shall provide as-built profiles of the installed lines and signs and/or door hangers must be used to help notify the citizens of the work being done. Recommendation: Staff recommends APPROVAL of UR 21.03, subject to the following conditions: 1. The applicant shall follow the general comments related to utility work, as stated above. 2. Applicant and applicant’s contractor shall follow the Right of Way Installation Permitting and Work Procedures document provided by the Building Official. 3. The applicant shall follow the design/color for each site as dictated by staff per the “Site description and locations” section of staff report. 4. The applicant is responsible for any Aid to Construction costs for new utility poles or work needed to accommodate a co-locate. 5. The City of Fairhope reserves the right to modify or add requirements such as but not limited to cut sheets of proposed poles/fixtures, additional drawings, site locations, design/colors, etc. No AT&T Representative was present. No further questions or comments from Commissioners. Motion: Art Dyas made a motion to approve Case UR 21.03, subject to staff recommendations. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Art Dyas, Hollie MacKellar, Harry Kohler, and John Worsham. NAY: None. UR 21.04 Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of approximately 37,705 linear feet of directional boring for metro fiber cable and approximately 149,636 linear feet of residential fiber. Owner/Developer: C-Spire General Location: North of Volanta Ave., North of Echo Lane, and East of Highway 98/Greeno Rd. Project: Fiber Communication Installation Zoning District: Baldwin County RA Report prepared by: Chris Ambron, City Planner Recommendation: Approval with Conditions Summary: Hunter Simmons, Planning and Zoning Manager, presented the case summary. September 9, 2021 Planning Commission Minutes 3 This project is to be broken up into phases with a maximum of 750-feet per phase with no pneumatic boring under road surfaces. The 37,705 linear feet of metro line will serve commercial clients while the 149,636 linear feet will serve residential clients. The Applicant shall contact Alabama One Call to locate all existing utilities with line locates called in no less than 72 hours prior to commencing work. The Applicant must also provide draft door hangers for approval at time of pre-construction. All sewer crossings are to be videoed/potholed for review by Water Dept and no new road cuts. Any road cuts allowed could require additional permit costs and shall be coordinated with Public Works. No work shall begin until a ROW permit is issued by the City of Fairhope Building Department or other applicable jurisdiction (permit not valid until paid for and obtained by contractor). The ROW permit shall be always kept with the contractor or subcontractor during site work. The ROW permit shall be posted on the job site or in the window of contractor(s) vehicle. All contractors/subcontractors are subject to City of Fairhope Business License procedures. The site shall also comply with all State, Federal, and local requirements. Recommendation: Staff recommends APPROVAL of UR 21.04, subject to the following conditions: 1. Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. 2. At all street crossing locations, conduct potholing to determine exact location and elevation of existing utilities. Reflect the exact elevation of utilities and GPS coordinates of the pothole locations on a set of as-built drawings. a. An additional right-of-way permit may be required for the potholing procedures. 3. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the mapping technician for inclusion in GIS utility maps. 4. Provide draft door hanger for approval at time of pre-construction meeting. 5. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. Mr. Simmons stated that he would also like to add a 6th condition: C-Spire will be responsible for clarifying access on private property that is not the City of Fairhope’s and is not covered under the franchise agreement. Clay Brand, Director of C-Spire, stated that they are asking for more permits than they are going to start because they don’t want to overwhelm the city, residents, or any utilities. Harry Kohler asked about the draft door hangers. Mr. Branch stated that it is something that they put on citizen’s doors to let them know about the work that is being done in their area. John Worsham asked what the timeline was for this project. September 9, 2021 Planning Commission Minutes 4 Mr. Branch stated that the project could take about a year to complete with each phase taking around 90 days. Mr. Simmons stated that John Thomas is the City’s Right of Way Inspector and that he helped put some of the conditions together. He also mentioned that the Fruit and Nut section is a congested area with well-established trees and 40-foot right of ways. New utilities have not gone in ground there in a long time. C-Spire will be working with Mr. Thomas to come up with a solution for navigating the Fruit and Nut section. There is also going to be a utility facility on Nichols to provide connection throughout the project that will go to Board of Adjustment. Motion: John Worsham made a motion to approve Case UR 21.04, subject to staff recommendations plus the added 6th condition. 1. Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. 2. At all street crossing locations, conduct potholing to determine exact location and elevation of existing utilities. Reflect the exact elevation of utilities and GPS coordinates of the pothole locations on a set of as-built drawings. a. An additional right-of-way permit may be required for the potholing procedures. 3. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the mapping technician for inclusion in GIS utility maps. 4. Provide draft door hanger for approval at time of pre-construction meeting. 5. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. 6. C-Spire will be responsible for clarifying access on private property that is not the City of Fairhope’s and is not covered under the franchise agreement. Hollie MacKellar seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Art Dyas, Hollie MacKellar, Harry Kohler, and John Worsham. NAY: None. ZC 21.11 Public hearing to consider the request of Anthony Tkac and Kristin Kalmbacher to rezone property from R-4 to R-3 TH. Property Owner/Applicant: Anthony Tkac and Kristin Kalmbacher General Location: East terminus of Gaston Ave. and on the east side of S. Section Street Project Type: Rezoning Project Acreage: 0.40 acres Zoning District: R-4 Low Density Multi-Family Residential District PPIN Number: 41038 Engineer/Surveyor of record: N/A School District: Fairhope Elementary School, Fairhope Middle and High Schools Report prepared by: Samara Walley, City Planner Recommendation: Approval September 9, 2021 Planning Commission Minutes 5 Summary: Art Dyas stated that he would be abstaining from this case as the Applicant is a family member. Samara Walley, City Planner presented the case summary. The Owners, Anthony Tkac and Kristin Kalmbacher, are being represented by Craig Dyas. The Applicant desires to rezone the subject property similar to the adjacent property to the east to allow townhomes. R-3 TH is defined as a High Density Single-Family Townhouse Residential District intended to provide areas exclusively for the development of town houses on a high-density basis where no side yards are required. The benefit of the R-3 TH district is a reduced front setback of 20-feet compared to 30-feet in an R-4 district. It should be noted that this is not a site plan review, and a potential approval of the rezoning case does not constitute the approval of the site plan submitted with this application. However, staff has reviewed the site plan and has determined that the plan does not meet R-3 TH standards and would therefore require revisions prior to the issuance of a building permit. An administrative replat will be required to create one lot. Additionally, a Multiple Occupancy Project (MOP) approval will be required for 3 units on one lot. The MOP process takes in consideration greenspace requirements and design standards. Recommendation: Staff recommends APPROVAL of ZC 21.11, rezoning from R-4 Low Density Multi-Family Residential District to R-3 TH High Density Single-Family Townhouse Residential District. Craig Dyas presented some additional images of the proposed site plan and elevations as well as some photos of the property and surrounding area. He would like to put the 400 square feet minimum of greenspace in between the buildings to create courtyards rather than at the rear of the buildings. His goal is to keep the existing historic house and restore it. Chairman Turner opened the Public Hearing. Levi Reinhart, 251 S. Section Street: Mr. Reinhart stated that he is an adjacent property owner and that he was concerned that the plans for the property were not finalized and wanted to make sure that the property would not allow a small school. He was also concerned with the proposed driveway being beside his home in regard to privacy and noise. Hunter Simmons, Planning and Zoning Manager, explained the uses in the R-3 TH Zoning District compared to the R-3 and R-4 Zoning District. Mike Reinhart, 251 S. Section Street: Mr. Reinhart stated that he had similar concerns and hoped that the proposed driveway would be moved away from their home. Mr. Simmons stated that if the proposed driveway was moved, it could affect the historic home. Chairman Turner closed the Public Hearing. September 9, 2021 Planning Commission Minutes 6 Motion: Hollie MacKellar made a motion to approve Case ZC 21.11. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Hollie MacKellar, Harry Kohler, and John Worsham. NAY: None. ABSTAIN: Art Dyas. SD 21.38 Public hearing to consider the request of Summer Lane Partners, LLC for Final Plat Approval of Summer Lane. Property Owner/Applicant: Summer Lane Partners, LLC General Location: East terminus of Summer Lane on west side of S. Section Street Project Type: 15-Lot Major Subdivision Final Project Acreage: 5.22 acres Zoning District: PUD PPIN Number: 5611 Engineer/Surveyor of Record: Dewberry Engineers School District: Fairhope Elementary School, Fairhope Middle and High Schools Report prepared by: Mike Jeffries, Development Services Manager Recommendation: Approval with Conditions Summary: Mike Jeffries, Development Services Manager, presented the case summary. The Preliminary Plat was approved by Planning Commission at the February 3, 2020, meeting (SD 20.08). Since then, the stormwater system has been built and is functioning as designed per letter from the Engineer of Record. The water and sewer system has been inspected and only remaining deficiencies are the installation of rain guards in the manholes and final cleaning of sewer inverts. These items are listed as a condition of approval. Brick pavers in ROW’S will be responsibility of HOA to maintain and will be reflected in the Resolution of acceptance. The 16-foot alley is private and for the use of landowners to access property. Trash collection will be from the public ROW’S. Final plat must be recorded within 60 days after the date of final approval. Follow‐Up Activities Required by Staff and the Applicant: • Copy of the recorded plat • Copy of the recorded O&M Agreement • Maintenance and Guaranty (M&G) Agreement executed by the developer - the mayor signs this agreement to fully execute it - Remember to include the instrument # from the recorded plat - Please include 30 days in paragraph 3 Recommendation: Staff recommends APPROVAL SD 21.38, Summer Lane, subject to the following conditions: 1. Rain guards shall be installed on all manholes. 2. Sewer inverts shall be cleaned. September 9, 2021 Planning Commission Minutes 7 3. Revise note 2 on plat to include utility easements. 4. Add PUD Ordinance # 1661 to site data table, 5. Add a general note that The City of Fairhope is not responsible for the maintenance of the decorative pavers located in the ROW’s and shall be the responsibility of the POA. 6. Add signature block for Gas Certificate of approval. 7. Approve subdivision name change to “The Cottages at Summer Lane”. 8. Complete above-mentioned Follow-Up Activities. The Developer was present, but no further comments were made. Chairman Turner opened the Public Hearing, no one spoke. Chairman Turner closed the Public Hearing. Motion: Art Dyas made a motion to approve Case SD 21.38, Summer Lane Final Plat, subject to staff recommendations. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Art Dyas, Hollie MacKellar, Harry Kohler, and John Worsham. NAY: None. Old/New Business SD 21.29 Windmill Professional Park – Request of a 30-day extension to record final plat: Hunter Simmons, Planning and Zoning Manager, stated that the Applicant was requesting a 30 -day extension to record final plat for SD 21.29 due to material delays and covid-related circumstances. Mr. Simmons also brought up the idea of extending time to record final plats to 90 or 120 days. Motion: John Worsham made a motion to approve a 30-day extension to record the final plat for SD 21.29. Clarice Hall seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Art Dyas, Hollie MacKellar, Harry Kohler, and John Worsham. NAY: None. Art Dyas is concerned with a potential increase in requested extensions to record final plats. Attorney, Chris Williams, stated that the Subdivision Regulations are vague in terms of what “good cause” is to receive an extension. The Subdivision Regulations would need to be changed in order to extend the time to record a final plat as it is currently 60 days. Hollie MacKellar asked how long it typically takes to record a final plat. September 9, 2021 Planning Commission Minutes 8 Mr. Simmons stated that it depends on the applicants and their engineers, but also depends on outside sources. The signature blocks on the plat must be cycled through Baldwin County Engineers and Baldwin County 911. Chairman Turner was concerned with applicants submitting for final approval without having their infrastructure completely installed. Mr. Simmons asked the Commissioners if they disagreed with extending the amount of time to 90 days. None of the Commissioners objected, however, a Subdivision Regulation Amendment would have to be advertised. CAPZO Training Update: Mr. Simmons gave an update on CAPZO Training and stated that the Planning Department was finalizing dates. Comp Plan Update: Mr. Simmons reminded everyone about the Comp Plan Meeting on September 22, 2021, from 6:00-8:00 p.m. at the Nix Center and mentioned other small focus group meetings that the Commissioners would be receiving an email invite for. Signature Block Discussion: Baldwin County E-911 has asked the cities to include a signature block on plats. The Commissioners had no objection. Adjournment Having no further business, Chairman Turner made a motion to adjourn, and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Art Dyas, Hollie MacKellar, Harry Kohler, and John Worsham. NAY: None. Adjourned at 6:14 p.m. ____________________________ ________________________ Lee Turner, Chairman Allie Knutson, Secretary 1 UR 21.05 AT&T – October 4, 2021 Planning Commission October 4, 2021 Utility Review Case: UR 21.05 AT&T Project Name: AT&T Fiber Optic Installation throughout Fairhope’s ROW Project Type: Utility Review Project Scope: Install 6,767’ of Fiber Optic Cable Jurisdiction: City of Fairhope Zoning District: ROW General Location: S. Rolling Oaks Dr., Meadow brook, and CR 13 area Applicant: AT&T Owner: City of Fairhope Right-of-Ways Prepared by: Mike Jeffries, QCI Recommendation: Approve with conditions 2 UR 21.05 AT&T – October 4, 2021 Summary of Request: Request of AT&T for an 11.52.11 Utility Review and approval of the proposed installation of approximately 2,517 linear foot of overlashed aerial and approximately 4,250 linear foot of buried cable in the S. Rolling Oaks Dr., Meadowbrook, and CR 13 area. Comments: The proposed utility construction falls within the corporate limits of the City of Fairhope. The comments below are typical general comments for City of Fairhope right-of-way projects. Any portions of the project affecting public right-of-way (ROW) maintained by Baldwin County or the Alabama Department of Transportation (ALDOT) shall require permits through the Baldwin County Highway Department or ALDOT. GENERAL COMMENTS LOCA1 ON MAP1 ----= J OB RO UTE ~· !NOT TO SC ALE! N TE:~O ME RO AD 0 ITTE D FOR CLARIT Y -<i 11) rn 1- ;x: LL.I 0 I ...... 0 I- co er >- .z OYER D ....J <( o 0:: er I- w 0 LL.I ::c ....J Vl co -, Ct:'. \s .~E AOO liBROO K ,f;: BROO K LN COUNTY RD 30/GAY FE R R FAI RHOPE AV E >-1-:z =i 0 u t OS L EY RD MA JORS R UN D z _J LLJ a: I Vl a: 3 UR 21.05 AT&T – October 4, 2021 No open trenches shall be allowed. Directional boring shall be used in sensitive areas, such as under roads, in proximity to trees, on finished lots, etc. SUPERINTENDENT AND DEPARTMENT HEAD COMMENTS The applicant shall contact Alabama One Call to locate all existing utilities. Public Works Standard Comments: • Handholes shall not be located within driplines of Heritage Trees (as defined by the Tree Ordinance). • Any proposed trenching shall not be within the dripline of trees. • If within a tree dripline, consult with the City of Fairhope Horticulturist before proceeding with earth work. • Trees shall not be negatively impacted. The applicant shall provide profile drawings with existing utilities, and proposed utilities. Hand holes/boxes shall not be allowed to be installed in sidewalks. Any boxes/handholes cannot be placed in the sidewalk. The applicant shall review the sidewalk plan to determine if there are any conflicts. The applicant shall coordinate work with John Thomas ROW Inspector to resolve any potential conflicts. All conduit/cable shall be placed at depth from existing grade per industry and/or County Standards. A minimum horizontal and/or vertical clearance (separation) of 36” must be maintained from stormwater and utility infrastructures. No handholes, boxes, or other above ground infrastructure shall be installed within drainage easements. Pedestals shall be placed in a manner as to avoid obstructing visibility of motorists and to allow vehicles to exit the roadway during an emergency. No grade change shall result from the utility installation. The applicant is to avoid any tree drip lines with handholes and equipment. If sidewalk panels need to be removed, the subgrade must be compacted to the satisfaction of the ROW inspector. Sidewalk panels shall be a minimum of 4000 psi and be inspected within 24 hours of pouring concrete. Anything over one sidewalk panel shall be poured via concrete truck (no bag mix allowed). Code Enforcement Officer’s Standard Comments: • The applicant, or subcontractor, shall obtain a ROW permit from the City of Fairhope Building Department prior to beginning work. • Subcontractors shall have a current business license with the City of Fairhope and shall always have a copy of the ROW permit available for review onsite. The permit shall be always posted on site or in the window of contractor’s vehicles. • Any ROW cuts shall be stabilized (covered) at the end of each day and disturbed areas shall be re- vegetated with sod within ten (10) days of completion of the project. • Mulch / seed shall only be acceptable as temporary cover. • Sod shall be watered as needed to ensure survival. • Inlets shall be protected. (BMP’s shall be placed at all affected storm inlets.) • If site is within 100' of a critical area (wetland, etc.), red soils/clay shall not be allowed as fill material, per the City’s Red Clay/Soil Ordinance. Building Official’s Standard Comments: • BMP’s shall be installed at boring sites and trench locations. 4 UR 21.05 AT&T – October 4, 2021 • Ground conditions in the ROW’s shall be returned to original preconstruction condition(s) or better. • All plans and permits shall be available for review at all times along with the City of Fairhope permit application. • If required, appropriate ALDOT or Baldwin County Highway Department permits shall be obtained prior to the issuance of a right-of-way (ROW) permit. • Contractor is advised to review and comply with the Building Official’s best practices flyer. Water and Sewer Standard Comments: • All existing utilities must be located, and proper separation shall be maintained between utilities. • All mechanical equipment shall be screened by painting the equipment Munsell Green. • No blue lined conduit is to be used for communication lines to prevent possible confusion with water service lines. Materials colors shall match APWA uniform color code. • Water and sewer mains/services must be potholed prior to bore crossings. If street cuts are necessary for potholes, please contact Right of Way inspector for restoration. Natural Gas Standard Comments: • Contractor shall provide proper separation from the gas main and all other utilities. The applicant is advised of the following: • No work shall begin until a ROW permit is issued by the City of Fairhope Building Department or other applicable jurisdiction. Permit not valid until approved and paid for on Citizen Serve online portal. • The ROW permit shall be kept with the contractor or subcontractor at all times during site work. The ROW permit shall be posted on the job site or in the window of contractor(s) vehicle. • All contractors/subcontractors are subject to City of Fairhope Business License procedures. This site shall comply with all State, Federal and local requirements, including, but not limited to the following City of Fairhope Ordinances: 1. City of Fairhope Wetland Ordinance (#1370), which regulates activity within 20' of wetlands. 2. City of Fairhope Red Soil & Clay Ordinance (#1423), which prohibits the use of red soil / clay within 100' of critical areas. 3. City of Fairhope Erosion and Sediment Control Ordinance (#1398). State and Federal permits shall be on file with the City of Fairhope Building Department, prior to the issuance of City of Fairhope permits. The applicant shall provide as-built drawings of all installed lines depicting exact depths. Recommendation: Staff recommends approval of UR 21.05 subject to the following conditions: 1. Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. 2. At all street crossing locations, conduct potholing to determine exact location and elevation of existing utilities. Reflect the exact elevation of utilities and GPS coordinates of the pothole locations on a set of as-built drawings. 5 UR 21.05 AT&T – October 4, 2021 a. An additional right-of-way permit may be required for the potholing procedures. 3. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the mapping technician for inclusion in GIS utility maps as needed. 4. Provide draft door hanger for approval at time of pre-construction. 5. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. 1 UR 21.06 AT&T – October 4, 2021 Planning Commission October 4, 2021 Utility Review Case: UR 21.06 AT&T Project Name: AT&T Fiber Optic Installation throughout Fairhope’s ROW Project Type: Utility Review Project Scope: Install 30,673’ of Fiber Optic Cable Jurisdiction: City of Fairhope Zoning District: ROW General Location: Various ROW’s around Gayfer Avenue and Section Street Applicant: AT&T Owner: City of Fairhope Right-of-Ways Prepared by: Mike Jeffries, QCI Recommendation: Approve with conditions 2 UR 21.06 AT&T – October 4, 2021 Summary of Request: Request of AT&T for an 11.52.11 Utility Review and approval of the proposed installation of approximately 18,372 linear foot of overlashed aerial and approximately 12,301 linear foot of buried cable along routes outlined on the below location map. LO CA TION IMAP: ----= JOB ROU TE [!NO T TO SC ALE I NO TE:SOM E ROADS OM ITTE D FO R CLARIT Y w _J (J a: -(_J CON STRt JCTJ ON NOTES I .. AL LIS ON LE SLI E CT GR EE NWOOD AVE a... TO HWY 98 1, Al 1 CON TRAC TORS MU ST HAV E A CO PY OF THE RI GHT OF WA Y PER MI T WI TH THEM AT ALL TI MES, PO STED ON SITE, DR I N WIND OW OF VEHI CLE. 2 , DI STUR BED AREA S SHALL BE COV ERE D AT THE END OF EAC H DAY 3. DI STURBED AREAS SHALL BE SO LI D SODD ED ~THIN 10 DA YS OF CO MPLETI ON 3 UR 21.06 AT&T – October 4, 2021 Comments: The proposed utility construction falls within the corporate limits of the City of Fairhope. The comments below are typical general comments for City of Fairhope right-of-way projects. Any portions of the project affecting public right-of-way (ROW) maintained by Baldwin County or the Alabama Department of Transportation (ALDOT) shall require permits through the Baldwin County Highway Department or ALDOT. GENERAL COMMENTS No open trenches shall be allowed. Directional boring shall be used in sensitive areas, such as under roads, in proximity to trees, on finished lots, etc. SUPERINTENDENT AND DEPARTMENT HEAD COMMENTS The applicant shall contact Alabama One Call to locate all existing utilities. Public Works Standard Comments: • Handholes shall not be located within driplines of Heritage Trees (as defined by the Tree Ordinance). • Any proposed trenching shall not be within the dripline of trees. • If within a tree dripline, consult with the City of Fairhope Horticulturist before proceeding with earth work. • Trees shall not be negatively impacted. The applicant shall provide profile drawings with existing utilities, and proposed utilities. Hand holes/boxes shall not be allowed to be installed in sidewalks. Any boxes/handholes cannot be placed in the sidewalk. The applicant shall review the sidewalk plan to determine if there are any conflicts. The applicant shall coordinate work with John Thomas ROW Inspector to resolve any potential conflicts. All conduit/cable shall be placed at depth from existing grade per industry and/or County Standards. A minimum horizontal and/or vertical clearance (separation) of 36” must be maintained from stormwater and utility infrastructures. No handholes, boxes, or other above ground infrastructure shall be installed within drainage easements. Pedestals shall be placed in a manner as to avoid obstructing visibility of motorists and to allow vehicles to exit the roadway during an emergency. No grade change shall result from the utility installation. The applicant is to avoid any tree drip lines with handholes and equipment. If sidewalk panels need to be removed, the subgrade must be compacted to the satisfaction of the ROW inspector. Sidewalk panels shall be a minimum of 4000 psi and be inspected within 24 hours of pouring concrete. Anything over one sidewalk panel shall be poured via concrete truck (no bag mix allowed). Code Enforcement Officer’s Standard Comments: • The applicant, or subcontractor, shall obtain a ROW permit from the City of Fairhope Building Department prior to beginning work. • Subcontractors shall have a current business license with the City of Fairhope and shall always have a copy of the ROW permit available for review onsite. The permit shall be always posted on site or in the window of contractor’s vehicles. • Any ROW cuts shall be stabilized (covered) at the end of each day and disturbed areas shall be re- vegetated with sod within ten (10) days of completion of the project. • Mulch / seed shall only be acceptable as temporary cover. 4 UR 21.06 AT&T – October 4, 2021 • Sod shall be watered as needed to ensure survival. • Inlets shall be protected. (BMP’s shall be placed at all affected storm inlets.) • If site is within 100' of a critical area (wetland, etc.), red soils/clay shall not be allowed as fill material, per the City’s Red Clay/Soil Ordinance. Building Official’s Standard Comments: • BMP’s shall be installed at boring sites and trench locations. • Ground conditions in the ROW’s shall be returned to original preconstruction condition(s) or better. • All plans and permits shall be available for review at all times along with the City of Fairhope permit application. • If required, appropriate ALDOT or Baldwin County Highway Department permits shall be obtained prior to the issuance of a right-of-way (ROW) permit. • Contractor is advised to review and comply with the Building Official’s best practices flyer. Water and Sewer Standard Comments: • All existing utilities must be located, and proper separation shall be maintained between utilities. • All mechanical equipment shall be screened by painting the equipment Munsell Green. • No blue lined conduit is to be used for communication lines to prevent possible confusion with water service lines. Materials colors shall match APWA uniform color code. • Water and sewer mains/services must be potholed prior to bore crossings. If street cuts are necessary for potholes, please contact Right of Way inspector for restoration. Natural Gas Standard Comments: • Contractor shall provide proper separation from the gas main and all other utilities. The applicant is advised of the following: • No work shall begin until a ROW permit is issued by the City of Fairhope Building Department or other applicable jurisdiction. Permit not valid until approved and paid for on Citizen Serve online portal. • The ROW permit shall be kept with the contractor or subcontractor at all times during site work. The ROW permit shall be posted on the job site or in the window of contractor(s) vehicle. • All contractors/subcontractors are subject to City of Fairhope Business License procedures. This site shall comply with all State, Federal and local requirements, including, but not limited to the following City of Fairhope Ordinances: 1. City of Fairhope Wetland Ordinance (#1370), which regulates activity within 20' of wetlands. 2. City of Fairhope Red Soil & Clay Ordinance (#1423), which prohibits the use of red soil / clay within 100' of critical areas. 3. City of Fairhope Erosion and Sediment Control Ordinance (#1398). State and Federal permits shall be on file with the City of Fairhope Building Department, prior to the issuance of City of Fairhope permits. The applicant shall provide as-built drawings of all installed lines depicting exact depths. Recommendation: 5 UR 21.06 AT&T – October 4, 2021 Staff recommends approval of UR 21.06 subject to the following conditions: 1. Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. 2. At all street crossing locations, conduct potholing to determine exact location and elevation of existing utilities. Reflect the exact elevation of utilities and GPS coordinates of the pothole locations on a set of as-built drawings. a. An additional right-of-way permit may be required for the potholing procedures. 3. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the mapping technician for inclusion in GIS utility maps as needed. 4. Provide draft door hanger for approval at time of pre-construction. 5. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. 1 UR 21.07 MediaCom – October 4, 2021 Planning Commission October 4, 2021 Utility Review Case: UR 21.07 MediaCom Project Name: MediaCom Fiber Optic Installation throughout Fairhope’s ROW and Utility Easements Project Type: Utility Review Project Scope: Install 7,300’ of Fiber Optic Cable Jurisdiction: City of Fairhope Zoning District: ROW General Location: Quail Creek Drive Applicant: AT&T Owner: City of Fairhope Right-of-Ways Prepared by: Mike Jeffries, QCI Recommendation: Approve with conditions 2 UR 21.07 MediaCom – October 4, 2021 Summary of Request: Request of MediaCom for an 11.52.11 Utility Review and approval of the proposed installation of approximately 7,000 linear foot of buried cable along routes outlined on the below location map. Comments: The proposed utility construction falls within the corporate limits of the City of Fairhope. The comments below are typical general comments for City of Fairhope right-of-way projects. Any portions of the project affecting public right-of-way (ROW) maintained by Baldwin County or the Alabama Department of Transportation (ALDOT) shall require permits through the Baldwin County Highway Department or ALDOT. GENERAL COMMENTS No open trenches shall be allowed. Directional boring shall be used in sensitive areas, such as under roads, in proximity to trees, on finished lots, etc. SUPERINTENDENT AND DEPARTMENT HEAD COMMENTS The applicant shall contact Alabama One Call to locate all existing utilities. lwoR K LOC ~T1 0 sl i:>f--..s J J A IL CR EE i< DR <( o_ V) (D J ~ P L 7 Q ...J <f 0 0 ...I > r---C" 0 N cu I-I 0 [Y :;o u Y'. 7 ) (I] ,,H 6 '-.... OCl ':l --\ I I • 0 (Y (/) P:1 j ...J w CY 3: / !Y ~ w 0 0 Q I ry w ' V <( \LARROW LE F 13 L VI) BA Y I E. l)OWS ,A.V E TOTA LS PHASES 11 PEDISTALS 2 BORE 6,906' D-BORE 394 ' T RENCH STRAN D AN CHOR 3 UR 21.07 MediaCom – October 4, 2021 Public Works Standard Comments: • Handholes shall not be located within driplines of Heritage Trees (as defined by the Tree Ordinance). • Any proposed trenching shall not be within the dripline of trees. • If within a tree dripline, consult with the City of Fairhope Horticulturist before proceeding with earth work. • Trees shall not be negatively impacted. The applicant shall provide profile drawings with existing utilities, and proposed utilities. Hand holes/boxes shall not be allowed to be installed in sidewalks. Any boxes/handholes cannot be placed in the sidewalk. The applicant shall review the sidewalk plan to determine if there are any conflicts. The applicant shall coordinate work with John Thomas ROW Inspector to resolve any potential conflicts. All conduit/cable shall be placed at depth from existing grade per industry and/or County Standards. A minimum horizontal and/or vertical clearance (separation) of 36” must be maintained from stormwater and utility infrastructures. No handholes, boxes, or other above ground infrastructure shall be installed within drainage easements. Pedestals shall be placed in a manner as to avoid obstructing visibility of motorists and to allow vehicles to exit the roadway during an emergency. No grade change shall result from the utility installation. The applicant is to avoid any tree drip lines with handholes and equipment. If sidewalk panels need to be removed, the subgrade must be compacted to the satisfaction of the ROW inspector. Sidewalk panels shall be a minimum of 4000 psi and be inspected within 24 hours of pouring concrete. Anything over one sidewalk panel shall be poured via concrete truck (no bag mix allowed). Code Enforcement Officer’s Standard Comments: • The applicant, or subcontractor, shall obtain a ROW permit from the City of Fairhope Building Department prior to beginning work. • Subcontractors shall have a current business license with the City of Fairhope and shall always have a copy of the ROW permit available for review onsite. The permit shall be always posted on site or in the window of contractor’s vehicles. • Any ROW cuts shall be stabilized (covered) at the end of each day and disturbed areas shall be re- vegetated with sod within ten (10) days of completion of the project. • Mulch / seed shall only be acceptable as temporary cover. • Sod shall be watered as needed to ensure survival. • Inlets shall be protected. (BMP’s shall be placed at all affected storm inlets.) • If site is within 100' of a critical area (wetland, etc.), red soils/clay shall not be allowed as fill material, per the City’s Red Clay/Soil Ordinance. Building Official’s Standard Comments: • BMP’s shall be installed at boring sites and trench locations. • Ground conditions in the ROW’s shall be returned to original preconstruction condition(s) or better. • All plans and permits shall be available for review at all times along with the City of Fairhope permit application. • If required, appropriate ALDOT or Baldwin County Highway Department permits shall be obtained prior to the issuance of a right-of-way (ROW) permit. • Contractor is advised to review and comply with the Building Official’s best practices flyer. 4 UR 21.07 MediaCom – October 4, 2021 Water and Sewer Standard Comments: • All existing utilities must be located, and proper separation shall be maintained between utilities. • All mechanical equipment shall be screened by painting the equipment Munsell Green. • No blue lined conduit is to be used for communication lines to prevent possible confusion with water service lines. Materials colors shall match APWA uniform color code. • Water and sewer mains/services must be potholed prior to bore crossings. If street cuts are necessary for potholes, please contact Right of Way inspector for restoration. Natural Gas Standard Comments: • Contractor shall provide proper separation from the gas main and all other utilities. The applicant is advised of the following: • No work shall begin until a ROW permit is issued by the City of Fairhope Building Department or other applicable jurisdiction. Permit not valid until approved and paid for on Citizen Serve online portal. • The ROW permit shall be kept with the contractor or subcontractor at all times during site work. The ROW permit shall be posted on the job site or in the window of contractor(s) vehicle. • All contractors/subcontractors are subject to City of Fairhope Business License procedures. This site shall comply with all State, Federal and local requirements, including, but not limited to the following City of Fairhope Ordinances: 1. City of Fairhope Wetland Ordinance (#1370), which regulates activity within 20' of wetlands. 2. City of Fairhope Red Soil & Clay Ordinance (#1423), which prohibits the use of red soil / clay within 100' of critical areas. 3. City of Fairhope Erosion and Sediment Control Ordinance (#1398). State and Federal permits shall be on file with the City of Fairhope Building Department, prior to the issuance of City of Fairhope permits. The applicant shall provide as-built drawings of all installed lines depicting exact depths. Recommendation: Staff recommends approval of UR 21.07 subject to the following conditions: 1. Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. 2. At all street crossing locations, conduct potholing to determine exact location and elevation of existing utilities. Reflect the exact elevation of utilities and GPS coordinates of the pothole locations on a set of as-built drawings. a. An additional right-of-way permit may be required for the potholing procedures. 3. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the mapping technician for inclusion in GIS utility maps as needed. 4. Provide draft door hanger for approval at time of pre-construction. 5. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. 1 UR 21.08 MediaCom – October 4, 2021 Planning Commission October 4, 2021 Utility Review Case: UR 21.08 MediaCom Project Name: MediaCom Fiber Optic Installation throughout Fairhope’s ROW and Utility Easements Project Type: Utility Review Project Scope: Install 13,288’ of Fiber Optic Cable Jurisdiction: City of Fairhope Zoning District: ROW General Location: Stone Creek Subdivision Applicant: AT&T Owner: City of Fairhope Right-of-Ways Prepared by: Mike Jeffries, QCI Recommendation: Approve with conditions PUD-Planned Un it Development 2 UR 21.08 MediaCom – October 4, 2021 Summary of Request: Request of MediaCom for an 11.52.11 Utility Review and approval of the proposed installation of approximately 13,288 linear feet of buried cable along routes outlined on the below location map. Comments: The proposed utility construction falls within the corporate limits of the City of Fairhope. The comments below are typical general comments for City of Fairhope right-of-way projects. Any portions of the project affecting public right-of-way (ROW) maintained by Baldwin County or the Alabama Department of Transportation (ALDOT) shall require permits through the Baldwin County Highway Department or ALDOT. GENERAL COMMENTS No open trenches shall be allowed. Directional boring shall be used in sensitive areas, such as under roads, in proximity to trees, on finished lots, etc. SUPERINTENDENT AND DEPARTMENT HEAD COMMENTS The applicant shall contact Alabama One Call to locate all existing utilities. Public Works Standard Comments: • Handholes shall not be located within driplines of Heritage Trees (as defined by the Tree Ordinance). • Any proposed trenching shall not be within the dripline of trees. • If within a tree dripline, consult with the City of Fairhope Horticulturist before proceeding with earth work. • Trees shall not be negatively impacted. LO CAT ION MA P ~''!'".._ /, ,, CALL BErORE YOU DIG PH 19 BOU1.0ER CR EEK AVE PH 18 PHU AlAIWN, PH 20 I ~ I DIAL811« Q -~ ' 1,800,.292-8525 I L.-..J -... ,....1'1111.M.O,,nlCtt.C'IOUDII u ··---111-v .... ~ -BRISBAN [ OR ___ ,,, ___ _________ ..,. --" --~---~J -ti -111•-· ... - '-' " ... PH 9 PH 11 ~ PH 13 AVE or ((, ,71 PH 10 Ii: PH 15 \::' THE PINES PH 16 PH 17 .. l~~ ~ -----" PH 7 ~I'; o,-w -w -0 1'1tt P/Nts ~ SYMBOL LEG END ~ " -·-· O-lpff,1111 i;; ~ .... 9 -1111~i:.ta1: ~ z ........ ~ z z ~ ... ....., _ . .,. ii :J: --8--DCDl,IICOIIIC.f&I 0 ~ a It) ---~ PH 8 g ~ ... ~ ► ti'. 181 ............... -~ ill PH 12 w ----_ ..... PH 6 □ __ .,. PH 3 T --... PH 1 MEDIACOM $---"' 'I. PH 2 I w __ ,.. " '1, -a~'O PROPOSED MCW u -UHDERGRO UMD CABLE 1H [ --~ STO NE CREEK BLVD I c'-'·,1 • .'I-M un UTY EAStM EHT AMD ~0¥>~ __J CROSSl'ilGS IH THE G _.., ::; I l TALS I f°AIRHOP£ ~T OF' WAY * * ........ TRENCH or niE STOHi: CREEK "' SUBDIVISIOtrl. <C> (c) _,.,......., BORE 11 ,389' -n .......... PH 5 ~2 PEDDLE BE NO 0-00AE ' . .., BA1.0 WIH COUNTY PL AV[ ,. ........ ~~ PEO ISTAl..S .. o..lan-.SCOTT MllllR l*) _..,. '""" <>-'"" ---+----. 1111:IIIIIICCIM CIA[ '!l~ NTS STRAND "--' S!o0-7•8-Ul1 "'IDMIIIMOf'Sl!'l'ICI ANC><OR _., __ , -e-tt-l 11M111E11Att111t.a1 WRECKOUT Dwg:_J__ of -2,5,_ 3 UR 21.08 MediaCom – October 4, 2021 The applicant shall provide profile drawings with existing utilities, and proposed utilities. Hand holes/boxes shall not be allowed to be installed in sidewalks. Any boxes/handholes cannot be placed in the sidewalk. The applicant shall review the sidewalk plan to determine if there are any conflicts. The applicant shall coordinate work with John Thomas ROW Inspector to resolve any potential conflicts. All conduit/cable shall be placed at depth from existing grade per industry and/or County Standards. A minimum horizontal and/or vertical clearance (separation) of 36” must be maintained from stormwater and utility infrastructures. No handholes, boxes, or other above ground infrastructure shall be installed within drainage easements. Pedestals shall be placed in a manner as to avoid obstructing visibility of motorists and to allow vehicles to exit the roadway during an emergency. No grade change shall result from the utility installation. The applicant is to avoid any tree drip lines with handholes and equipment. If sidewalk panels need to be removed, the subgrade must be compacted to the satisfaction of the ROW inspector. Sidewalk panels shall be a minimum of 4000 psi and be inspected within 24 hours of pouring concrete. Anything over one sidewalk panel shall be poured via concrete truck (no bag mix allowed). Code Enforcement Officer’s Standard Comments: • The applicant, or subcontractor, shall obtain a ROW permit from the City of Fairhope Building Department prior to beginning work. • Subcontractors shall have a current business license with the City of Fairhope and shall always have a copy of the ROW permit available for review onsite. The permit shall be always posted on site or in the window of contractor’s vehicles. • Any ROW cuts shall be stabilized (covered) at the end of each day and disturbed areas shall be re- vegetated with sod within ten (10) days of completion of the project. • Mulch / seed shall only be acceptable as temporary cover. • Sod shall be watered as needed to ensure survival. • Inlets shall be protected. (BMP’s shall be placed at all affected storm inlets.) • If site is within 100' of a critical area (wetland, etc.), red soils/clay shall not be allowed as fill material, per the City’s Red Clay/Soil Ordinance. Building Official’s Standard Comments: • BMP’s shall be installed at boring sites and trench locations. • Ground conditions in the ROW’s shall be returned to original preconstruction condition(s) or better. • All plans and permits shall be available for review at all times along with the City of Fairhope permit application. • If required, appropriate ALDOT or Baldwin County Highway Department permits shall be obtained prior to the issuance of a right-of-way (ROW) permit. • Contractor is advised to review and comply with the Building Official’s best practices flyer. Water and Sewer Standard Comments: • All existing utilities must be located, and proper separation shall be maintained between utilities. • All mechanical equipment shall be screened by painting the equipment Munsell Green. • No blue lined conduit is to be used for communication lines to prevent possible confusion with water service lines. Materials colors shall match APWA uniform color code. 4 UR 21.08 MediaCom – October 4, 2021 • Water and sewer mains/services must be potholed prior to bore crossings. If street cuts are necessary for potholes, please contact Right of Way inspector for restoration. Natural Gas Standard Comments: • Contractor shall provide proper separation from the gas main and all other utilities. The applicant is advised of the following: • No work shall begin until a ROW permit is issued by the City of Fairhope Building Department or other applicable jurisdiction. Permit not valid until approved and paid for on Citizen Serve online portal. • The ROW permit shall be kept with the contractor or subcontractor at all times during site work. The ROW permit shall be posted on the job site or in the window of contractor(s) vehicle. • All contractors/subcontractors are subject to City of Fairhope Business License procedures. This site shall comply with all State, Federal and local requirements, including, but not limited to the following City of Fairhope Ordinances: 1. City of Fairhope Wetland Ordinance (#1370), which regulates activity within 20' of wetlands. 2. City of Fairhope Red Soil & Clay Ordinance (#1423), which prohibits the use of red soil / clay within 100' of critical areas. 3. City of Fairhope Erosion and Sediment Control Ordinance (#1398). State and Federal permits shall be on file with the City of Fairhope Building Department, prior to the issuance of City of Fairhope permits. The applicant shall provide as-built drawings of all installed lines depicting exact depths. Recommendation: Staff recommends approval of UR 21.08 subject to the following conditions: 1. Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. 2. At all street crossing locations, conduct potholing to determine exact location and elevation of existing utilities. Reflect the exact elevation of utilities and GPS coordinates of the pothole locations on a set of as-built drawings. a. An additional right-of-way permit may be required for the potholing procedures. 3. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the mapping technician for inclusion in GIS utility maps as needed. 4. Provide draft door hanger for approval at time of pre-construction. 5. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. NORTHWOOD STCOUNTY RD 48BLUEBERRY LNNORMANDY STRIVERMILLDRKNOLLWOOD AV STEELCREEKCT JACOB CT SOLON CT BROWNING LNELEANOR CTMCNI EL DAVIS LNLAWRENCE RDMARION CTWINDMILL RD GRANT RD SOUTH SIDELOOPCity of FairhopePlanning Commission October 4, 2021 ¯ COUNTY RD 48 NORTHWOOD STBLUEBERRY LNRIVER MILL DRSTEEL CREEK CT SD 21.39 - Overland Subdivision Legend COF Corp. Limits B-4 - Business and Professional District R-1 - Low Density Single-Family R-2 - Medium Density Single-Family R-3 - High Density Single-Family R-A - Residential/Agriculture District COF Planning Jurisdiction ¯ ¯ ^ Project Name: Overland- MinorSite Data: 30.70 acresProject Type: 2-Lot Minor SubdivisionJurisdiction: Fairhope Planning JurisdictionZoning District: PUDPPIN Number: 43640General Location: Southeast corner of the intersection of County Road 48 and Blueberry LaneSurveyor of Record: Engineer of Record: SE Civil, LLCOwner / Developer: 68V Overland 2021, LLCSchool District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ ConditionsPrepared by: Samara Walley J STATE OF ALABAMA DOMESTIC LIMITED LIABILITY COMPANY (LLC) CERTIFICATE OF FORMATION 1. THE NAME OF THE LIMITED LIABILITY COMPANY 3.THE NAME AND STREET (NO PO BOXES) ADDRESS OF THE REGISTERED AGENT LOCATED AT THE REGISTERED OFFICE (MUST BE LOCATED IN ALABAMA): MAILING ADDRESS IN ALABAMA OF REGISTERED OFFICE (IF DIFFERENT FROM STREET ADDRESS): 5. CHECK ONLY IF THE TYPE APPLIES TO THE LIMITED LIABILITY COMPANY BEING FORMED: 2. THIS FORM WAS PREPARED BY: 4. THE UNDERSIGNED CERTIFY THAT THERE IS AT LEAST ONE MEMBER OF THE LIMITED LIABILITY COMPANY. NON-PROFIT LLC NON-PROFIT SERIES LLC PROFESSIONAL SERIES LLC PROFESSIONAL LLC COMPLYING WITH TITLE 10A, CHAPTER 5A, ARTICLE 8 SERIES LLC COMPLYING WITH TITLE 10A, CHAPTER 5A, ARTICLE 11 (FOR SOS OFFICE USE ONLY) 68V Overland 2021, LLC Nathan L. Cox Andrew R Dolan 29891 Woodrow Lane, Suite 300 Spanish Fort, AL 36527 BALDWIN Alabama Sec. Of State 869-725 DLL Date Time File County 06/25/2021 10:07:00 $100.00 $100.00 Exp $0.00 ------- Total $200.00 □ □ □ □ □ 6.THE UNDERSIGNED SPECIFY AS THE EFFECTIVE DATE AND THE TIME OF FILING ATTACHED ARE ANY OTHER MATTERS THE MEMBERS DETERMINE TO INCLUDE HEREIN 7.ORGANIZER(S) - OPTIONAL Not Applicable 06/25/2021 Nathan L. Cox Manager DATE ELECTRONIC SIGNATURE & TITLE 06/25/2021 10:07:09 □ 1 SD 21.39 Overland Minor Subdivision – October 4, 2021 Summary of Request: Public hearing to consider the request of 68V Overland 2021, LLC for plat approval of Overland Subdivision, a 2-lot minor subdivision. The property is approximately 30.70 acres and is located at the southeast corner of the intersection of County Road 48 and Blueberry Lane. Comments: The subject property is in Fairhope’s corporate limits and therefore must follow Fairhope’s Subdivision Regulations. The proposed subdivision according to Fairhope’s Subdivision Regulations is a minor subdivision and has been reviewed accordingly. It should be noted that the subject property received initial zoning to PUD and annexation by the City Council in June 28, 2021 (ZC 21.01). The overall development includes single family and multi-family components. The proposed subdivision does not include the building of any additional infrastructure or improvements therefore a tree protection plan, landscape plan, and other criteria required for a major subdivision is not applicable. The proposed subdivision did not trigger a traffic study. Concerning storm water runoff none of the existing flow patterns will be changed. Water, sewer, and gas is available through the City of Fairhope. Baldwin EMC has electrical service available. The preliminary plat illustrates a 2-lot subdivision at the intersection of Fairhope Avenue and Blueberry Lane. A 75’ highway construction setback and a 35’ minimum building setback line is illustrated along Fairhope Avenue. A 30’ building setback line is illustrated along River Mill Drive A wetland buffer is present on the subject site. A 30’ wetland buffer and buffer er "' I LT .. ' I I.OT1 "'. 'N --~~ cf'" j _i 'J r ~ ..,·:,._; ~I;, ~,. .t-' ..C:· _I. }·,-(i;~ ,~f/, J ~ ~ ,. i I i \ Q 0 <).,,. ...... \ "'"' \ . '- l ··,-... \ :1 ' ' . ·I \ ~ ·\.·-·1 .... ..... 9 ~ ... ~_-..... t ·..:./ l \ °'. 'i :.,_ •• ' • l \ \', ''. ). ·, •. c;- 0 \ d ~~.r .. ·-----111 -.1 PE AYE. ·--·--·--· . . . 11 I > ' ' , . , LOiT2 I I j -.-- "l ,. r r-1 I [ r 2 SD 21.39 Overland Minor Subdivision – October 4, 2021 signs are illustrated on the site. The preliminary plat does not illustrate sidewalks. As a condition of approval, sidewalks shall be illustrated along Fairhope Avenue as required in the PUD approval (ZC 21.01). The subdivision regulations contain the following criteria in Article IV.B.2. Approval Standards: “2. Consistency with Plans, Regulations and Laws - The Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a. The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; • Meets 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; • Not applicable c. The proposed subdivision is not consistent with these Regulations; • Meets d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or • Meets e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” • Meets Recommendation: Staff recommends APPROVAL of SD 21.39 Overland Minor Subdivision subject to the following conditions: 1. Revision of the plat to illustrate a sidewalk along Fairhope Avenue as required in the approved PUD (ZC 21.01). SURVEYOR'S CERTIFICATE SURVEYOR'S NOTES: Civil 68V PAYDIRT, LLC (251) 990-6566 880 HOLCOMB BLVDFAIRHOPE, AL 36532 Engineering & Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED 11 2 LOT 20200781 1"=100' CHKD.DED DRAWN RDC BOUNDARY & PLAT OF SUBDIVISION 0 50 100 200 100 SCALE OWNER ROBERTA U. HARRIS, STEPHEN JOHN URBANEK II, AND MARGARET URBANEK DUNNAM 10824 U.S. HWY 98 FAIRHOPE AL 36532 DEVELOPER 68V PAYDIRT, LLC 29891 WOODROW LANE, SUITE 300 SPANISH FORT AL 36527 PARCEL NO: 05-46-06-14-0-000-002.000 P.U.D. 2 EXIST. CITY OF FAIRHOPE CITY OF FAIRHOPE BALDWIN EMC AT&T30.70 AC 28.28 AC 2.42 AC. 35 FEET 30 FEET 30 FEET N/A 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 LOT: 0.07 / ACDENSITY: 8.34 AC (53%) SIDE: VICINITY MAP 1" = 1 MILE SITE OVERLAND DIVISION FLOOD CERTIFICATE: CERTIFICATE OF OWNERSHIP CERTIFICATE OF NOTARY PUBLIC: CERTIFICATE OF APPROVAL BY BALDWIN E.M.C. CERTIFICATE OF APPROVAL BY AT&T LEGEND: GENERAL NOTES:RIVER MILL DR 60 FT. R/WSTEEL CREEK CT 50 FT. R/W P.O.C. P.O.B. BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 80 FT. R/W NORTHWOOD ST.RIVER MILL DR.LOT 2 LOT 1 "x" IN FLooo zoNE wAY AS SCALED PROPERTY ~IE~ AE" AND A FLgo3AP NUMBER "X-SHA □EgD, INSURANCE R~TUMBER 015000, 2019, FROM FLO COMMUNITY ED APRIL 19, 01003C0664M,SUFFIX "M", DAT PANEL 0664, BY: OWNER NOTARY PUBLIC I I I I I '- I I SITE DATA MY COMMISSION EXPIRES .. ®~OAK ® = HICKORY 0 = PECAN 0 -SWEETGUM SURVEYOR'S CERTIFICATE SURVEYOR'S NOTES: Civil 68V PAYDIRT, LLC (251) 990-6566 880 HOLCOMB BLVDFAIRHOPE, AL 36532 Engineering & Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED 11 2 LOT 20200781 1"=100' CHKD.DED DRAWN RDC BOUNDARY & PLAT OF SUBDIVISION 0 50 100 200 100 SCALE OWNER ROBERTA U. HARRIS, STEPHEN JOHN URBANEK II, AND MARGARET URBANEK DUNNAM 10824 U.S. HWY 98 FAIRHOPE AL 36532 DEVELOPER 68V PAYDIRT, LLC 29891 WOODROW LANE, SUITE 300 SPANISH FORT AL 36527 PARCEL NO: 05-46-06-14-0-000-002.000 P.U.D. 2 EXIST. CITY OF FAIRHOPE CITY OF FAIRHOPE BALDWIN EMC AT&T30.70 AC 28.28 AC 2.42 AC. 35 FEET 30 FEET 30 FEET N/A 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 LOT: 0.07 / ACDENSITY: 8.34 AC (53%) SIDE: VICINITY MAP 1" = 1 MILE SITE OVERLAND DIVISION FLOOD CERTIFICATE: CERTIFICATE OF OWNERSHIP CERTIFICATE OF NOTARY PUBLIC: CERTIFICATE OF APPROVAL BY BALDWIN E.M.C. CERTIFICATE OF APPROVAL BY AT&T LEGEND: GENERAL NOTES:RIVER MILL DR 60 FT. R/WSTEEL CREEK CT 50 FT. R/W P.O.C. P.O.B. BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 80 FT. R/W NORTHWOOD ST.RIVER MILL DR.LOT 2 LOT 1 LOT 26 ~~.111 FSr SCHL.NG, IICIIAEl. P,(JJIICI( ml seta. 20308Rtt'ERMLI.OR fARIDPEH.38531 LOT 27 LOT 31 05-'le-08-14-0-000-001.IIOII ""..,,. m~+~LLC lHE UNDERSIGNED, AS AUTHORIZED BY BALDWIN EMC HEREBY APPROVES THE WITHIN PLAT FOR lHE RECORDING Of SAME IN lHE PRmATE a=FICE CF BALDWIN COUNTY, ALABAMA, lHIS _ DAY CF ______ 2021. AUTHORIZED REPRESENTATIVE lHE UNDERSIGNED. AS AUTHORIZED BY AT&T HEREBY APPROVES lHE WITHIN PLAT FOR THE RECORDING Of SAME IN lHE PROBATE a=FICE or BALDWIN COUNTY, ALABAMA. lHIS _ DAY OF ------2021. AUTHORIZED REPRESENTATIVE CERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING DIRECTOR THIS PLAT HAS BEEN SUBMITIED TO AND CONSIDERED BY THE QTY PLANNING COMMISSION Of FAIRHCPE. ALABAMA, AND IS APPROVED BY sua-i COMMISSll»<I. THE QTY OF FAIRH<PE PLANNING COMMISSll»<I BY: _________ ~,Are ____ _ CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (WATER): THE UNDERSIGNED, AS AUlHORIZED BY lHE CITY OF FAIRHOPE UTILITIES HEREBY APPROVES lHE WllHIN PLAT FOR lHE RECORDING OF SAME IN lHE PROBATE a=FICE Of BALDWIN COUNTY, ALABAMA. 11-11S _ DAY OF' ______ 2021. AUlHORIZED REPRESENTATIVE CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (SEWER): lHE UNDERSIGNED, AS AUlHORIZED BY lHE CITY OF FAIRHOPE PROPERTY LIES IN FLOOD ZONE "X", UTILITIES HEREBY APPROVES THE 'MlHIN PLAT FOR lHE RECORDING OF' SAME IN lHE PROBATE OFFICE OF BALD'lilN ~1~TY, ALABAMA. lHIS _ DAY OF' _____ _ AUTHORIZED REPRESENTATIVE "X-SHADED", "AE" AND A FLOODWAY AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER 01003C0664M, COMMUNITY NUMBER 015000, PANEL 0664, SUFFIX "M", DATED APRIL 19, 2019. 1. F'OR THE LOCATION OF AU. UTILITIES, SEE CONSTRUCTION PLANS. 2. STORMWAlER DElENTION SHALL BE PROVIDED FOR EAQ-1 PHASE OF THE DEVELOPMENT AS PER APPROVED P.U.D. 3. THERE IS DEDICATED HEREWITH A 10 FOOT UTILITY EASEMENT (5 FT. EACH SIDE) ON ALL LOT LINES AND A 10 FT. UTILITY EASEMENT A.LONG COMMON AREAS ADJACENT TO THE RIGHT-OF-WAYS AND COMMON AREA LINES, UNLESS OTHERWISE NOTED. 4. THERE IS DEDICATED HEREWITH A 15 FOOT DRAINAGE EASEMENT (7.5' EACH SIDE) ALONG THE REAR LOT LINES OF ALL LOTS (UNLESS SHOWN OlHERWISE) AND A 10 FOOT DRAINAGE EASEMENT ALONG AU. SIDE LOT LINES (5 FOOT OFF' EACH SIDE). 7. MINIMUM FINISHED FLOOR ELEVATION SHALL BE 1e• ABOVE THE HIGHEST GROUND ELEVATION 10 FEET OUTSIDE OF' BUILDING. SEE THE FAIRHOPE BUILDING DEPARTMENT FOR SPECIFIC REQUIREMENT. 8. ALL ACCESS STREETS TO ADJACENT PROPERTIES THAT ARE NOT CONNEClED AT THE TIME OF THE IMPROVEMENTS SHALL BE POSTED WITH A STOP SIGN BLANK READING ·nmJRE THROUGH STREIT'. SITE DATA 1. THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS, RIGHT-OF-WAYS, OR OTHER INSTRUMENTS ¥MICH COULD AFFECT THE BOUNDARIES OF' SAID PROPERTIES. 2. THERE WAS NO ATIEMPT TO DElERMINE THE EXISTENCE, LOCATION, OR EXTENT OF ANY SUB-SURFACE FEAlURES. 3. THE LINES REPRESENTING THE CENTERLINE AND RIGHT-OF-WAYS OF THE STREETS ARE SHOWN FOR \1st.JAL PURPOSES ONLY AND WERE NOT SURVEYED UNLESS RIGHT-OF-WAY MONUMENTATION IS ALSO SHO'M,1, 4. SURVEY WAS CONDUC1ED ON AUGUST AND SEPTEMBER 2020, AND IS RECORDED IN AN ELEClRONIC FIELD BOOK. 5. BEARINGS AND DISTANCES SHOWN HEREON WERE ·coMPUTED. FROM ACTUAL FIELD TRAVERSES. AND ARE BASED ON STATE PLANE GRID, ALABAMA WEST ZONE USING GPS OBSERVATIONS. 6. 6. ELEVATIONS SHOWN HEREON ARE RELATED TO MEAN SEA LEVEL. BASED ON N.A.V.D. 1988 DATUM. 7. NO Till.E SEARCH OR REPCJU WAS PR0\1DED FOR THIS SURVEY. B. THIS SURVEY HAS BEEN COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA. EFFECTIVE JANUARY 1, 2017. B.S.L • BUILDING SETBACK LINE (R) = RECORD BEARING/DISTANCE CRF = CAPPED REBAR FOUND CRS -CAPPED REBAR SET • WOOD FENCE -OVERHEAD UTILITY LINE -SEWER MAIN <"th = UTILITY POLE (S) -SEWER MANHOLE i =~~:R~~ ~ • GAS VALVE A • FIBER OPTIC MARKER @•OAK e -HICKORY 0 = PECAN 0 = SWEETGUM I HEREBY STATE THAT All. PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEY1NG IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. COMMENCE AT A RAILROAD SPIKE AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH RANGE 2 EAST, BALDWIN COUNTY, ALABAMA, AND RUN THENCE SOUTH 00 DEGREES 20 MINUTES 38 SECONDS WEST, A DISTANCE OF 40.00 FEET TO A CAPPED REBAR (FAIRHOPE) ON THE SOUTH RIGHT-OF-WAY OF FAIRHOPE AVENUE, SAID POINT ALSO BEING THE NORTHEAST CORNER OF RIVER MILL UNIT 1, AS SHOl'hl BY MAP OR PLAT THEREOF RECORDED AT SLIDE 1541-B, BALDWIN COUNTY PROBATE RECORDS. FOR TH£ POINT OF BfG!NNING· CONTINUE THENCE SOUTH 00 DEGREES 20 MINUTES 38 SECONDS WEST, ALONG THE WEST LINE OF SAID RIVER MIL UNIT 1, A DISTANCE OF 532.55 FEET TO A CAPPED REBAR (MOORE); THENCE RUN SOUTH 00 DEGREES 22 MINUTES 09 SECONDS WEST, CONTINUING ALONG SAID WEST LINE OF RIVER MILL. A DISTANCE OF 751.65 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN SOUTH 89 DEGREES 43 MINUTES 52 SECONDS EAST, A DISTANCE OF 1041.41 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 1285.40 FEET TO A CAPPED REBAR (FAIRHOPE) ON THE AFOREMENTIONED SOUTH RIGHT-OF-WAY OF FAIRHOPE AVENUE; THENCE RUN NORTH 89 DEGREES 47 MINUTES 51 SECONDS WEST, ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 1040.47 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 30.70 ACRES, MORE OR LESS. \1;1: =o .. =,.=s~OF=TH=E-L»l=os~o=ESCRl==BED=-=H~:EB:,,rtJE H:~~Y~E~i.TE AU. ROADS, STREETS, Al..l.EYWA YS AND EASEMENTS SHOWN ON THIS Pl.AT TO lHE PUBIJC. ~ a 08 -15-ZOZI :..,=.~ .. -H-AVE=c.w=sED-lHtt;~~,-10~ .. =su=•VE=YED=-•• =o-sJ:~:AMJS INDICAlED HEREON, FOR THE USES AND PURPOSES HEREIN SET FORlH AND DO HEREBY Aa<NO'M.IDGE AND ADOPT lHE SAME UNDER lHE DESIGN AND 1111..E HEREON INDICA lED. DATED lHIS THE ____ DAY OF ______ _ ""'=-= .. ~-------- STATE OF' ALABAMA COUNTY OF BALDWIN >,~=ID,=~=r~=i,;=,,r=, .. =~=•1=.==PlA=Tl~r~p=,:-•u=,:-:= .. =ANED=O~::=THSIJ=,~:0..=COU=oo~N~IN INSTRUMENT, AND 'M-10 IS KNovt,1 TO ME, ACKNO'M..EDGED BEFORE ME ON lHIS DAY THAT, BEING INFORMED OF lHE CDITENT OF lHE INSTRUMENT, AND IN lHEIR CAPACITY AS SUa-1 O\INER AND WllH FUU. AUlHORITY, EXECUlED THE SAME \JOLUNTARIL Y. GIVEN UNDER MY HAND AND OFFICIAL SEAL lHE __ OAY "'----------- NOTARY PUBLIC MY COMMISSION EXPIRES DAErnEHL AL P.L.S. NO. 26014 DATE SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL ~ N0.28014 ~ ~ .... yf;{~ 850.435.9367 | 1300 West Government Street | Pensacola, Florida 32502 | www.biome.co September 2, 2020 Joe Everson c/o Terra Core Development 29891 Woodrow Lane, Suite 300 Spanish Fort, AL 36527 john@terracoredev.com joe@terracoredev.com Re: Wetland Delineation – County Rd 48, +/‐ 29.99 acres Baldwin County Parcel: 46‐06‐14‐0‐000‐002.000 Dear Mr. Everson: Biome Consulting Group, LLC (Biome) has completed a jurisdictional wetlands and waters assessment of the above referenced property. Our wetland assessment included an analysis of vegetative cover and makeup, wetland hydrology indicators and hydric soil indicators in accordance with federal, Army Corps of Engineers (COE), procedural guidelines. The site was found to contain approximately 5.11‐acres of wetlands within the jurisdiction of federal agencies. The jurisdictional boundaries were alphanumerically flagged with pink surveyor’s tape, located via Trimble Geo7x GPS, and is depicted on the enclosed map using ArcMap 10.5 software. The following is a brief, technical summary of our findings relative to the regulatory agencies’ potential involvement with this property: U.S. ARMY CORPS OF ENGINEERS Technical guidelines outlined in the US Army Corps of Engineers Wetlands Delineation Manual (1987) were applied in the field for determining the presence and location of jurisdictional wetlands on the above referenced lot. The on‐site reconnaissance was conducted by walking multiple transects throughout the lot. The following technical details support our location of the jurisdictional boundary: 1. General Observations: The site is a parcel adjacent to a residential subdivision and undeveloped areas; 2. Vegetation: The upland area is dominated longleaf pine, live oak, water oak, tung tree, bracken fern, and ebony spleenwort, and the wetland area is dominated by sweetbay magnolias, swamp gum, sweetgum, tung tree, netted chain fern, and cinnamon fern; 3. Soils: According to the NRCS soil map, the peri‐jurisdictional area is underlain by Bibb (hydric), Magnolia (non‐hydric), Norfolk (non‐hydric), Grady (hydric), Faceville (non‐hydric), and Dorovan Consulting Group 850.435.9367 | 1300 West Government Street | Pensacola, Florida 32502 | www.biome.co (hydric), which was confirmed by on‐site soil pit excavation. The A5 Stratified Layers indicator was present below the jurisdictional boundary and absent above; 4. Hydrology: Indicators of wetland hydrology observed on site include buttressing and rack debris. All of the parameters necessary for the COE to exert jurisdiction were present in that portion of the property identified as wetland. Section 404 of the Clean Water Act (33 USC 1344) requires authorization from the Secretary of the Army, acting through the COE, for the discharge of dredged or fill material into all waters of the United States, including wetlands. Discharges of fill material generally include, without limitation: placement of fill that is necessary for the construction of any structure, or impoundment requiring rock, sand, dirt, or other material for its construction; site‐development fills for recreational, industrial, commercial, residential, and other uses; causeways or road fills; dams and dikes; artificial islands; property protection or reclamation devices such as riprap, groins, seawalls, breakwaters, and revetments; beach nourishment; levees; fill for intake and outfall pipes and sub‐ aqueous utility lines; fill associated with the creation of ponds; and any other work involving the discharge of fill or dredged material. A COE permit is required whether the work is permanent or temporary. The basic premise of the dredge and fill program is that no discharge of dredged or fill material may be permitted if: (1) a practicable alternative exists that is less damaging to the aquatic environment or (2) the nation’s waters would be significantly degraded. What this means is when you apply for a permit, you must show that you have, to the extent practicable: Reasonably avoided all wetland impacts; Minimized potential impacts on wetlands; and Provide compensation for any remaining unavoidable impacts. CONCLUSION Based on our thorough assessment, we have concluded that 24.88‐acres of the target property is upland with 5.11‐acres of wetlands and other waters within the jurisdiction of the COE. Any proposal to develop the wetland portion of the property will require permits from the agency. We note that these calculations are based on an inspection boundary approximated from the county property appraiser depiction of the property boundary. An actual boundary survey may result in slightly different calculations. A wetland delineation performed by an ecological consultant represents the professional opinion of the scientist that performed the work. Only the regulatory agencies can establish a legal and binding jurisdictional boundary. Such can be obtained by submitting a permit application and waiting several months for processing. For the purposes of local government permitting (e.g. building permit) this letter should suffice. This report is intended for the sole use by the above listed addressee. Its contents may not be relied upon by other parties without the written consent of Biome Consulting Group. 850.435.9367 | 1300 West Government Street | Pensacola, Florida 32502 | www.biome.co This concludes our assessment of the target property. If you re quire additional information, assistance, or clarification, please give us a call at 850.435.9367. We look forward to being of assistance to you in the future. Sincerely, Biome Consulting Group Sean O’Toole Ecological Consultant Partner 2238.013 Co Rd 48 Attachment: Wetland Jurisdiction Map COUNTY RD 48 RIVER MILL DRSTEEL CREEK CT . THIS IS NOT A SURVEY WETLAND JURISDICTION MAPBALDWIN COUNTYCOUNTY RD 4846-06-14-0-000-002.000 :K s Z^KE APPROXIMATE ACREAGES UPLANDS : 24.88-ACRES WETLANDS : 5.11-ACRES 2235.013 CBO 9/1/2020 0 200100 Feet LEGEND INSPECTION BOUNDARY UPLANDS WETLANDS t:J CJ ~ Consulting Group IJOO Wf'St Government Sr. Pensa<olo. Fl. 31502 850.435.9367 www.b,ome.co Instructions:Trip Generation Rates from the 8th Edition ITE Trip Generation ReportEnter Numbers into the "Expected Units"NA: Not AvailableKSF2: Units of 1,000 square feetin the Corresponding Yellow ColumnDU: Dwelling UnitFuel Position: # of vehicles that could be fueled simultaneouslyOcc.Room: Occupied RoomDescription / ITE Code UnitsRate Weekday Daily Traffic PM Peak Period Rate% PM In% PM OutExpected Units (independent variable)Calculated Daily TripsPM Peak Trips - TotalPM In PM OutWaterport/Marine Terminal 010Berths171.52NA NA NA0NA NA NACommercial Airport 021Employees13.400.80 54% 46%00NA NACommercial Airport 021Avg Flights/Day104.735.75 56% 44%00NA NACommercial Airport 021Com. Flights/Day122.216.88 54% 46%00NA NAGeneral Aviation Airport 022Employees14.241.03 45% 55%00NA NAGeneral Aviation Airport 022Avg. Flights/Day1.97NA NA NA0NA NA NAGeneral Aviation Airport 022Based Aircraft5.000.37 45% 55%00NA NATruck Terminal 030Acres81.906.55 43% 57%00NA NAPark&Ride w/ Bus Service 090Parking Spaces4.500.62 22% 78%00NA NAPark&Ride w/ Bus Service 090Occ. Spaces9.620.81 28% 72%00NA NALight Rail Station w/ Park 093Parking Space2.511.24 58% 42%00NA NALight Rail Station w/ Park 093Occ. Spaces3.911.33 58% 42%00NA NAGeneral Light Industrial 110KSF26.970.97 12% 88%00NA NAGeneral Light Industrial 110Employees3.020.42 21% 79%00NA NAGeneral Heavy Industrial 120KSF21.500.68 NA NA00NA NAGeneral Heavy Industrial 120Employees0.820.88 NA NA00NA NAIndustrial Park 130KSF26.960.86 21% 79%00NA NAIndustrial Park 130Employees3.340.46 20% 80%00NA NAManufacturing 140KSF23.820.74 36% 64%00NA NAManufacturing 140Employees2.130.36 44% 56%00NA NAWarehousing 150KSF23.560.32 25% 75%00NA NAWarehousing 150Employees3.890.59 35% 65%00NA NAMini Warehouse 151KSF22.500.26 51% 49%00NA NAMini Warehouse 151Storage Units0.250.02 NA NA00NA NAMini Warehouse 151Employees61.906.04 52% 48%00NA NAHigh-Cube Warehouse 152KSF21.440.10 33% 67%00NA NAHigh-Cube Warehouse 152EmployeesNA0.66 35% 65%00NA NAUtilities 170KSF2NA0.76 45% 55%00NA NAUtilities 170EmployeesNA0.76 90% 10%00NA NASingle Family Homes 210DU9.571.01 63% 37%00NA NASingle Family Homes 210Vehicles6.020.67 66% 34%00NA NAApartment 220DU6.650.62 65% 35%00NA NAApartment 220Persons3.310.40 NA NA00NA NAApartment 220Vehicles5.100.60 NA NA00NA NALow Rise Apartment 221Occ.DU6.590.58 65% 35%00NA NAHigh Rise Apartment 222DU4.200.35 61% 39%00NA NAMid-Rise Apartment 223DUNA0.39 58% 42%00NA NARental Townhouse 224DUNA0.72 51% 49%00NA NAResd. Condo/Townhouse 230DU5.810.52 67% 33%16.093863Resd. Condo/Townhouse 230Persons2.490.24 67% 33%00NA NALow Rise Resd. Condo 231DUNA0.78 58% 42%00NA NAHigh Rise Resd. Condo 232DU 4.180.38 62% 38%00NA NALuxury Condo/Townhouse 233Occ. DUNA0.55 63% 37%00NA NAMobile Home Park 240DU4.990.59 62% 38%00NA NAI I Mobile Home Park 240Persons2.460.26 63% 37%00NA NARetirement Community 250DUNA0.27 56% 44%00NA NAElderly Housing-Detached 251DU3.710.27 61% 39%00NA NACongregate Care Facility 253Occ.DU2.150.17 56% 44%00NA NAElderly Housing- Attached 252Occ.DU3.480.16 60% 40%00NA NARecreational Homes 260DU3.160.26 41% 59%00NA NAResidential PUD 270DU7.500.62 65% 35%00NA NAHotel 310Occ. Room8.920.70 49% 51%00NA NAHotel 310Rooms8.170.59 53% 47%00NA NAHotel 310Employees14.340.80 54% 46%00NA NAAll Suites Hotel 311Occ.Room6.240.55 42% 58%00NA NAAll Suites Hotel 311Rooms4.900.40 45% 55%00NA NABusiness Hotel 312Occ. Room7.270.62 60% 40%00NA NABusiness Hotel 312Employees72.677.60 60% 40%00NA NAMotel 320Occ.Room9.110.58 53% 47%00NA NAMotel 320Rooms5.630.47 54% 46%00NA NAMotel 320Employees12.810.73 54% 46%00NA NAResort Hotel 330Occ. 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Facility 435Acres90.385.77 NA NA00NA NALive Theater 441SeatsNA0.02 50% 50%00NA NAMovie Theater w/o matinee 443KSF278.066.16 94% 6%00NA NAMovie Theater w/o matinee 443Movie Screens220.0024.00 41% 59%00NA NAMovie Theater w/o matinee 443Seats1.760.07 75% 25%00NA NAMovie Theater w/o matinee 443Employees53.124.20 NA NA00NA NAMovie Theater w/ matinee 444KSF2NA3.80 64% 36%00NA NAMovie Theater w/ matinee 444Movie Screens153.3320.22 40% 60%00NA NAMovie Theater w/ matinee 444SeatsNA0.14 53% 47%00NA NAHorse Track 452Employees2.60NA 50% 50%0NA NA NADog Track 454Attendees1.090.13 66% 34%00NA NAArena 460Employees10.00NA 50% 50%0NA NA NAIce Rink 465Seats1.260.12 NA NA00NA NACasino/Video Lottery Establishment 473KSF2NA13.43 56% 44%00NA NAAmusement Park 480Employees8.330.50 61% 39%00NA NAZoo 481Acres114.88NA 50% 50%0NA NA NAZoo 481Employees23.93NA 50% 50%0NA NA NATennis Courts 490Courts31.043.88 NA NA00NA NATennis Courts 490Employees66.675.67 NA NA00NA NARacquet Club 491Courts38.703.35 NA NA00NA NARacquet Club 491KSF214.031.06 NA NA00NA NARacquet Club 491Employees45.714.95 NA NA00NA NAHealth Club 492KSF232.933.53 57% 43%00NA NA Bowling Alley 494KSF233.333.54 35% 65%00NA NARecreational Com. Center 495KSF222.881.45 37% 63%00NA NARecreational Com. Center 495Employees27.253.16 44% 56%00NA NAMilitary Base 501Employees1.780.39 NA NA00NA NAElementary School 520Students1.290.15 49% 51%00NA NAElementary School 520KSF215.431.21 45% 55%00NA NAElementary School 520Employees15.711.81 49% 51%00NA NAPrivate School (K-12) 536Students2.480.17 43% 57%00NA NAMiddle/ JR. High School 522Students1.620.16 49% 51%00NA NAMiddle/ JR. High School 522KSF213.781.19 52% 48%00NA NAHigh School 530Students1.710.13 47% 53%00NA NAHigh School 530KSF212.890.97 54% 46%00NA NAHigh School 530Employees19.741.55 54% 46%00NA NAJunior/ Comm. College 540Students1.200.12 64% 36%00NA NAJunior/ Comm. College 540KSF227.492.54 58% 42%00NA NAJunior/ Comm. College 540Employees15.551.39 58% 42%00NA NAUniversity/College 550Students2.380.21 30% 70%00NA NAUniversity/College 550Employees9.130.88 29% 71%00NA NAChurch 560KSF29.110.55 48% 52%00NA NASynagogue 561KSF210.641.69 47% 53%00NA NADaycare Center 565KSF279.2612.46 47% 53%00NA NADaycare Center 565Students4.480.82 47% 53%00NA NADaycare Center 565Employees28.134.79 47% 53%00NA NACemetery 566Employees58.097.00 33% 67%00NA NAPrison 571KSF2NA2.91 NA NA00NA NAPrison 571EmployeesNA0.23 28% 72%00NA NALibrary 590KSF256.247.30 48% 52%00NA NALibrary 590Employees52.525.40 47% 53%00NA NALodge/Fraternal Organization 591Members0.290.03 NA NA00NA NALodge/Fraternal Organization 591Employees46.904.05 NA NA00NA NAHospital 610KSF216.501.14 42% 58%00NA NAHospital 610Beds11.811.31 36% 64%00NA NAHospital 610Employees5.200.33 31% 69%00NA NANursing Home 620Beds2.370.22 33% 67%00NA NANursing Home 620Employees4.03NA 26% 74%0NA NA NAClinic 630KSF231.455.18 NA NA00NA NAClinic 630Employees7.751.23 41% 59%00NA NAGeneral Office 710 (Equation)KSF2Equation Equation17% 83%00NA NAGeneral Office 710KSF211.011.49 17% 83%00NA NACorporate Headquarters 714KSF27.981.40 10% 90%00NA NACorporate Headquarters 714Employees7.981.40 10% 90%00NA NASingle Tenant Office Bldg 715KSF211.571.72 15% 85%00NA NASingle Tenant Office Bldg 715Employees3.620.50 15% 85%00NA NAMedical Dental Office 720KSF236.133.46 27% 73%00NA NAMedical Dental Office 720Employees8.911.06 34% 66%00NA NAGovernment Office Building 730KSF268.931.21 31% 69%00NA NAGovernment Office Building 730Employees11.951.91 74% 26%00NA NAState Motor Vehicles Dept. 731KSF2166.0217.09 NA NA00NA NAState Motor Vehicles Dept. 731Employees44.544.58 NA NA00NA NAUS Post Office 732KSF2108.1911.12 51% 49%00NA NAUS Post Office 732Employees28.322.84 51% 49%00NA NA Gov. Office Complex 733KSF227.922.85 31% 69%00NA NAGov. Office Complex 733Employees7.750.79 31% 69%00NA NAR&D Center 760KSF28.111.07 15% 85%00NA NAR&D Center 760Employees2.770.41 10% 90%00NA NABuilding Materials/Lumber 812KSF245.164.49 47% 53%00NA NABuilding Materials/Lumber 812Employees32.122.77 51% 49%00NA NAFree-Standing Discount Superstore 813KSF253.134.61 49% 51%00NA NAFree-Standing Discount Store 815KSF257.245.00 50% 50%00NA NAFree-Standing Discount Store 815Employees28.843.48 50% 50%00NA NAHardware/Paint Store 816KSF251.294.84 47% 53%00NA NAHardware/Paint Store 816Employees53.215.05 NA NA00NA NANursery (Garden Center) 817KSF236.083.80 NA NA00NA NANursery (Garden Center) 817Employees22.131.99 NA NA00NA NANursery (Wholesale) 818KSF239.005.17 NA NA00NA NANursery (Wholesale) 818Employees23.400.47 NA NA00NA NAShopping Center 820 (Equation)KSF2Equation Equation49% 51%00NA NAShopping Center 820 RateKSF242.943.37 49% 51%00NA NAFactory Outlet Center 823KSF226.592.29 47% 53%00NA NAQuality Restaurant 931KSF289.957.49 67% 33%00NA NAQuality Restaurant 931Seats2.860.26 67% 33%00NA NAHigh Turnover/Sit Down Rest 932KSF2127.1511.15 59% 41%00NA NAHigh Turnover/Sit Down Rest 932Seats4.830.41 57% 43%00NA NAFast Food w/o Drive Thru 933KSF2716.0026.15 51% 49%00NA NAFast Food w/o Drive Thru 933Seats42.122.13 64% 36%00NA NAFast Food w/ Drive Thru 934KSF2496.1233.48 52% 48%00NA NAFast Food w/ Drive Thru 934Seats19.520.94 53% 47%00NA NADrive Thru Only 935KSF2NA153.85 54% 46%00NA NADrinking Place 925KSF2NA11.34 66% 34%00NA NAQuick Lube Shop 941Service Bays40.005.19 55% 45%00NA NAAutomobile Care Center 942Service Bays12.482.17 NA NA00NA NAAutomobile Care Center 942KSF215.863.38 50% 50%00NA NANew Car Sales 841 KSF233.342.59 39% 61%00NA NANew Car Sales 841 Employees21.140.96 48% 52%00NA NAAutomobile Parts Sales 843KSF261.915.98 49% 51%00NA NAGasoline/Service Station 944Fuel. Position168.5613.87 50% 50%00NA NAServ.Station w/ Conven.Mkt 945Fuel Position162.7813.38 50% 50%00NA NAServ.Stat.w/Conv.Mkt.&Carwash 946Fuel Position152.8413.94 51% 49%00NA NASelf-Service Carwash 947Stalls108.005.54 51% 49%00NA NATire Store 848Service BaysNA3.54 42% 58%00NA NATire Store 848KSF224.874.15 43% 57%00NA NAWholesale Tire Store 849Service Bays30.553.17 47% 53%00NA NASupermarket 850KSF2102.2410.50 51% 49%00NA NAConvenien. Mkt. (Open 24 hrs) 851KSF2737.9952.41 51% 49%00NA NAConvenien. Mkt. (Open 16 Hrs) 852KSF2NA34.57 49% 51%00NA NAConvenien. Mkt w/ Gas Pumps 853KSF2845.6059.69 50% 50%00NA NADiscount Supermarket 854KSF296.828.90 50% 50%00NA NAWholesale Market 860KSF26.730.88 53% 47%00NA NA Discount Club 857KSF241.804.24 50% 50%00NA NAHome Improvement Store 862KSF229.802.37 48% 52%00NA NAElectronics Superstore 863KSF245.044.50 49% 51%00NA NAToy/Children's Superstore 864KSF2NA4.99 50% 50%00NA NAApparel Store 876KSF266.403.83 50% 50%00NA NADrugstore w/o Drive-Thru 880KSF290.068.42 50% 50%00NA NADrugstore w/ Drive-Thru 881KSF288.1610.35 50% 50%00NA NAFurniture Store 890KSF25.060.45 48% 52%00NA NAVideo Arcade 895KSF2NA56.81 52% 48%00NA NAVideo Rental Store 896 KSF2NA31.54 50% 50%00NA NAWalk-in Bank 911KSF2156.4812.12 44% 56%00NA NADrive-in Bank 912Drive-in Windows139.2527.41 49% 51%00NA NADrive-in Bank 912KSF2148.1525.82 50% 50%00NA NANA: Not AvailableKSF2: Units of 1,000 square feetDU: Dwelling UnitFuel Position: # of vehicles that could be fueled simultaneously ATO 2155 OLD SHELL RD Suite MOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.com ATO 2155 OLD SHELL RD Suite MOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.com September 08, 2021 Larry Smith S. E. Civil Engineering 880 Holcomb Blvd. Fairhope, Alabama 36532 RE: Overland Townhomes - PPIN 43640 Dear Mr. Smith: This letter is in response to your request for information on the availability of service at the above proposed development by AT&T. This letter acknowledges that the above referenced development is located in an area served by AT&T. Any service arrangements for the proposed development 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 the Overland Townhomes. Please contact me at the phone number included in this letter with any questions. Thank you for contacting AT&T. Sincerely, Wade Mitchell MGR OSP Planning & Engineering Design 18110 Eureka Dr. Foley, AL 36535 To whom it may concern, September 8, 2021 This letter is to inform you that Waste Management located at 18110 Eureka Dr. Foley, AL 36535, will be providing garbage pickup service for Overland Townhomes located in Fairhope, AL parcel pin # 43640. If you have any questions, please give me a call at (251) 424‐5206. Sincerely, Katie Watts Waste Management kwatts@wm.com (251) 424‐5206 ® WASTE MANAGEMENT September 14, 2021 Larry Smith, P.E. S.E. Civil, LLC 880 Holcomb Blvd. Suite 2-F Fairhope, AL 36532 Re: Overland Townhomes (16 units) Dear Mr. Smith: This letter is to confirm that the referenced development is in Baldwin E.M.C.’s service territory. 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 wanting underground power: 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 5 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 251-989-0151. Sincerely, Brian Seals Manager of Engineering BS/ss BALDWIN EMC Your To uchstone Energy" Cooperative ~~ -P.O. Box 220 Summerdale, AL 36580-0220 (251) 989-6247 www.baldwinemc.com DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACTPRODUCERNAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: PRODUCER CUSTOMER ID #: INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDL SUBRINSR POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITSPOLICY NUMBERLTR (MM/DD/YYYY) (MM/DD/YYYY)INSR WVD GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTEDCOMMERCIAL GENERAL LIABILITY $PREMISES (Ea occurrence) CLAIMS-MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER:PRODUCTS - COMP/OP AGG $ PRO-$POLICY LOCJECT COMBINED SINGLE LIMITAUTOMOBILE LIABILITY $(Ea accident) ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $(PER ACCIDENT)HIRED AUTOS $NON-OWNED AUTOS $ UMBRELLA LIAB EACH OCCURRENCE $OCCUR EXCESS LIAB CLAIMS-MADE AGGREGATE $ $DEDUCTIBLE $RETENTION $ WC STATU- OTH-WORKERS COMPENSATION TORY LIMITS ERAND EMPLOYERS' LIABILITY Y / NANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $N / AOFFICER/MEMBER EXCLUDED? (Mandatory in NH)E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMIT $DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORDACORD 25 (2009/09) OP ID: RS 08/11/2021 ALABAMA INSURANCE EXCHANGE 2032 VALLEYDALE ROAD BIRMINGHAM, AL 35244 A. RONALD SIMPSON SECIV-1 S.E. CIVIL, LLC. LARRY SMITH 880 Holcomb Blvd., Unit 2-F FAIRHOPE, AL 36532 COLONY SPECIALTY INS. CO.39993 THE HANOVER INSURANCE GROUP 22292 B PROFESSIONAL LIAB LHA H257800 01 04/30/2021 04/30/2022 EACH CLM 1,000,000 AGGREGATE 2,000,000 CIVIL ENGINEERING SERVICES & SURVEYING SERVICES CITYFAI CITY OF FAIRHOPE 555 N. Sections Street FAIRHOPE, AL 36532 ACORD'" I ~ I '--- '---□ □ '--- '--- '--- n n n '--- '--- '--- '--- '--- '--- '---H '--- I I l □ I Overland Adjacent Property Owners Parcel Number Pin Owner Name Address City State Zip 05-46-06-14-0-000-001.53 2 14410 FST BISHOP, FLOYD A 10681 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-001.512 15180 FST LAMBER'rVENTURES LL C 11623 HALCYON LOOP DAPHNE AL 36526 05-46-06-14-0-000-001.514 15215 FST REWERTS, CURTIS 10563 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-001.514 15215 FST REWERTS, CURTIS 10563 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-003.000 17023 GRANT, CHAS W & GAYNELL B 10722 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-002.000 43640 HARRIS, ROBERTA U ETAL URBANEK, STEPHEN 10824 US HWY 98 FAIRHOPE AL 36532 05-46-06-14-0-000-001.57 4 121331 FST GULLETT, DARRELL W ETUX BRENDA B 10685 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-014.007 121344 WILLIAMS, JAMES W C/O FARMER, ELLA PO BOX 226 FAIRHOPE AL 36533 05-46-06-14-0-000-001.621 202834 FST BISHOP, WILLIAM AUSTIN ETAL ARNOLD, 10681 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-001.636 208401 FST KLEIN , BRUCE MICHAEL 19600 JACKSON LANE SILVERHILL AL 36576 05-46-06-14-0-000-001.643 214138 FST GULLETT, DARRELL W ETUX BRENDA B 10685 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-001.604 202737 FST FISHER, CATHERINE L 20222 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 605 202738 FST BARBER, NATHAN ALAN ETAL BARBER, SHE 20234 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001.606 202739 FST DORRIS, ROSS AND WIGGINS LL C 161 CLUBHOUSE CIR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 607 202740 FST COX, NATHAN W ETAL COX, CLARA 20258 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 608 202741 FST SLOAN, STEVEN D 3 72 PECAN AVE FAIRHOPE AL 36532 05-46-06-14-0-000-001.609 202742 FST SCOVIL, PAMELA ETAL SCOVIL, BROOKE 20282 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 610 202743 FST BURROUGHS, SHANNON 20294 RIVER MILL RD FAIRHOPE AL 36532 05-46-06-14-0-000-001. 611 202744 FST SCHILi NG, MICHAEL PATRICK ETAL SCHIL 20306 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 612 202745 FST FELTUS, HANNAH M 20318 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 613 202746 FST HILBERT1 JEANNE CLAIRE MILLER 12050 LAZZARI LANE DAPHNE AL 36526 05-46-06-14-0-000-001. 614 202747 FST POLITO, DANIEL 20342 RIVER MILL DRIVE FAIRHOPE AL 36532 05-46-06-14-0-000-001. 615 202748 FST RIVER MILL HOMEOWNER'S ASSOCIATION I PO BOX 167 FAIRHOPE AL 36533 05-46-06-14-0-000-001. 5 7 5 202709 FST RM DEVELOPMENT CORPORATION C/O CRAIG DYAS 23210 U S HWY 98 FAIRHOPE AL 36532 05-46-06-14-0-000-001.576 202710 FST RIVER MILL HOMEOWNER'S ASSOCIATION I PO BOX 167 FAIRHOPE AL 36533 05-46-06-14-0-000-001.583 202717 FST ELLIS, CHRISTOPHER ETAL ACKERMAN, TH 10462 STEEL CREEK CT FAIRHOPE AL 36532 05-46-06-14-0-000-001.584 202718 FST DILLON, JOSHUA LEE ETAL DILLON, MERE 20367 RIVERMILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001.802 261658 FST RIVERSTATION PROPERTY OWNERS ASSOCIA 407 POMELO ST FAIRHOPE AL 36532 05-46-06-14-0-000-001.803 261659 FST NOWLIN, KEVIN ETAL FORESTER, CATHLEE 20307 NORTHWOOD STREET FAIRHOPE AL 36532 Frank Bishop Mr. Bishop called on 9/24/2021 and stated that he had seen the Subdivision Request sign on County Road 48 for the Overland Subdivision/Overland Townhomes. He does not think that our infrastructure can handle more subdivisions. He also had concerns about traffic as traffic is already bad on County Road 48 and a lot of people speed. WINDMILL RD COUNTY RD 48 STATE HWY 181EASTWOOD AV NORMANDY STCADENA CREEK AVBLUEBERRY LNFALLSCR EEKSTRIVERMILLDRKNOLLWOOD AV HAZEL LNNORTHWOOD STLA CLARISSA AVWESTWOOD AV QUAI L CREEK DRPARKERCTROYALLNBROWNINGLNELEANORCTREBECCA'SWAYMARILYN AV PETZ AV COVEY RUN PL ORLEANS DR SAINT CHARLES CT MCNIEL DAVIS LNMARSHALL LNMARION CTFAIRHOPE AV GRANT RD SOUTH SIDELOOPLAWRENCE RDBUNKERLOOPCity of FairhopePlanning Commission October 4, 2021 ¯ COUNTY RD 48 NORTHWOOD STBLUEBERRY LNRIVER MILL DRSTEEL CREEK CT SD 21.40 - Overland Townhomes Legend COF Corp. Limits B-2 - General Business District B-4 - Business and Professional District PUD - Planned Unit Development R-1 - Low Density Single-Family R-2 - Medium Density Single-Family R-3 - High Density Single-Family R-3PGH - Patio/Garden Single-Family R-A - Residential/Agriculture District COF Planning Jurisdiction ¯ ¯ ^ Project Name: Overland - PUDSite Data: 30.70 acresProject Type: 16-unit MOPJurisdiction: Fairhope Planning JurisdictionZoning District: PUDPPIN Number: 43640General Location: Southest corner of the intersection of County Road 48 and Blueberry LaneSurveyor of Record: Engineer of Record: SE Civil, LLCOwner / Developer: 68V Overland 2021, LLCSchool District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ ConditionsPrepared by: Samara Walley SD 21.40 Overland Townhomes MOP October 4, 2021 Summary of Request: Request of 68V Overland 2021, LLC for preliminary approval of Overland Townhomes, a 16-unit Multiple Occupancy Project (MOP). The subject property is zoned PUD. It is approximately 30.70 acres and is located at the southeast corner of the intersection of County Road 48 and Blueberry Lane. It should be noted that City Council approved a conditional annexation to PUD in June of 2021. The Overall Overland Development will consist of 62 lots. 61 will be single family residential lots and 1 lot will consist of 4 multi-family quadplexes resulting in 16 units. The subject application is for the multi-family lot. The applicant has submitted a site plan illustrating a total of 4 townhomes. Each proposed townhome is 3,750 square feet. There are 32 parking spaces provided on site. Interior sidewalks are illustrated in the MOP Site plan. It should be noted that this proposed development did not result in the requirement of a Traffic Impact Study. Greenspace: 25% greenspace is required resulting in 0.61 acres. The greenspace plan illustrates 0.93 acres of greenspace on site and is therefore adequate. The 0.03 acres wet pond is illustrated and notes greenspace credit. """' ,.. .... , I I .. I j I r 1 :C~I-.S.Tt.USD Jrr>n Hll'f'DI.Nf:) --~"'"·' OC..~Am!NIDD ~Jr If' ~ I ,.,/ I I I I i. ... .L .L .&. .&. ( I I-- I I j "' I ~ I j,/ I I I L / i, I SD 21.40 Overland Townhomes MOP October 4, 2021 Utilities: Water, sewer and gas services are available through the City of Fairhope. Electrical service is available through Baldwin EMC. There is an existing fire hydrant located near the corner of Blueberry Lane and Fairhope Avenue. The fire flow test, signed by Larry Smith, PE, affirms that there is adequate fire flow for the proposed development. As a condition of approval, the existing hydrant should be illustrated and labeled on the site plan. Drainage: A wet pond is located on the east side of the property. S.E. Civil states the following regarding drainage: “The terrain of the site falls from west to east and discharges into an existing floodway, with elevations ranging from 89 ft to 81 ft. The site is wooded... Water will be collected in a series of inlets and underground drainage. The underground drainage will discharge into a proposed wet pond on the east side of the property before discharging into the floodway .” Landscape: The applicant has submitted landscape plan completed by WAS Design Landscape Architects. Staff finds that the landscape plan is in compliance with the City of Fairhope requirements. The subdivision regulations contain the following criteria in Article V.B.2. Approval Standards: “2. Consistency with Plans, Regulations and Laws - The Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a. The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; • Meets b. The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; • Meets c. The proposed subdivision is not consistent with these Regulations; • Meets d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or • Meets e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” • Meets Recommendation: Staff recommends approval of case SD 21.40 subject to the following conditions: 1. Aid to construction for Rivermill Road lift station shall be paid prior to the issuance of a land disturbance. 2. All sidewalks and street trees shall be installed prior to submission of Final MOP Approval, including sidewalk along Fairhope Avenue. STATE OF ALABAMA DOMESTIC LIMITED LIABILITY COMPANY (LLC) CERTIFICATE OF FORMATION 1. THE NAME OF THE LIMITED LIABILITY COMPANY 3.THE NAME AND STREET (NO PO BOXES) ADDRESS OF THE REGISTERED AGENT LOCATED AT THE REGISTERED OFFICE (MUST BE LOCATED IN ALABAMA): MAILING ADDRESS IN ALABAMA OF REGISTERED OFFICE (IF DIFFERENT FROM STREET ADDRESS): 5. CHECK ONLY IF THE TYPE APPLIES TO THE LIMITED LIABILITY COMPANY BEING FORMED: 2. THIS FORM WAS PREPARED BY: 4. THE UNDERSIGNED CERTIFY THAT THERE IS AT LEAST ONE MEMBER OF THE LIMITED LIABILITY COMPANY. NON-PROFIT LLC NON-PROFIT SERIES LLC PROFESSIONAL SERIES LLC PROFESSIONAL LLC COMPLYING WITH TITLE 10A, CHAPTER 5A, ARTICLE 8 SERIES LLC COMPLYING WITH TITLE 10A, CHAPTER 5A, ARTICLE 11 (FOR SOS OFFICE USE ONLY) 68V Overland 2021, LLC Nathan L. Cox Andrew R Dolan 29891 Woodrow Lane, Suite 300 Spanish Fort, AL 36527 BALDWIN Alabama Sec. Of State 869-725 DLL Date Time File County 06/25/2021 10:07:00 $100.00 $100.00 Exp $0.00 ------- Total $200.00 □ □ □ □ □ 6.THE UNDERSIGNED SPECIFY AS THE EFFECTIVE DATE AND THE TIME OF FILING ATTACHED ARE ANY OTHER MATTERS THE MEMBERS DETERMINE TO INCLUDE HEREIN 7.ORGANIZER(S) - OPTIONAL Not Applicable 06/25/2021 Nathan L. Cox Manager DATE ELECTRONIC SIGNATURE & TITLE 06/25/2021 10:07:09 □ R Know what's below. before you dig.Call VICINITY MAP 1" = 1 MILE SITE Overland Townhomes August 2021 I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. LOT 1, OVERLAND DIVISION, AS SHOWN BY MAP OR PLAT THEREOF, RECORDED AT SLIDE ___________________ PROBATE RECORDS, BALDWIN COUNTY, ALABAMA. ______________________________________ DAVID E DIEHL AL. P.L.S. NO. 26014 DATE SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL. CERTIFICATE OF APPROVAL BY THE BALDWIN COUNTY E-911 ADDRESSING THE UNDERSIGNED, AS AUTHORIZED BY THE BALDWIN COUNTY E-911 BOARD, HEREBY APPROVES THE ROAD NAMES AS DEPICTED ON THE WITHIN PLAT AND HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN, ALABAMA THIS ____ DAY OF _________________, 20___. ____________________________ AUTHORIZED SIGNATURE SHEET 1 of 2 SCALE:SEALAFFIXREVISIONDATECivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566DRAWN: DATE:JOB No.:MOP SITE PLAN20210983 TLS 8/24/21 N.T.S.OverlandTownhomesFairhope, Alabama 36532THIS PLAT HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING COMMISSION OF FAIRHOPE, ALABAMA, AND IS APPROVED BY SUCH COMMISSION. THE CITY OF FAIRHOPE PLANNING COMMISSION BY:___________________________DATE:______________ CERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING DIRECTOR CERTIFICATE OF OWNERSHIP WE, __________________________, HEREBY STATE THAT WE ARE THE OWNERS OF THE LANDS DESCRIBED HEREON AND DO HEREBY DEDICATE ALL ROADS, STREETS, ALLEYWAYS AND EASEMENTS SHOWN ON THIS PLAT TO THE PUBLIC. WE, _______________ AND __________________, WHOSE NAMES OWNERS, HAVE CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED AS INDICATED HEREON, FOR THE USES AND PURPOSES HEREIN SET FORTH AND DO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE DESIGN AND TITLE HEREON INDICATED. DATED THIS THE ___________ DAY OF ___________________. BY:_______________________________ OWNER STATE OF ALABAMA COUNTY OF BALDWIN I,_________________, NOTARY PUBLIC IN AND FOR SAID COUNTY, IN SAID STATE, HEREBY CERTIFY THAT _____________________, AS OWNER OF THE LANDS PLATTED HEREON IS SIGNED TO THE FOREGOING INSTRUMENT, AND WHO IS KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY THAT, BEING INFORMED OF THE CONTENT OF THE INSTRUMENT, AND IN THEIR CAPACITY AS SUCH OWNER AND WITH FULL AUTHORITY, EXECUTED THE SAME VOLUNTARILY. GIVEN UNDER MY HAND AND OFFICIAL SEAL THE _____ DAY OF______________________________. ________________________________________________ NOTARY PUBLIC MY COMMISSION EXPIRES CERTIFICATE OF NOTARY PUBLIC: Friends Cemetery pQ,"'sacotQ ---~1 } 640080160320 80 SCALE SHEET 2 of 2 DRAWN: DATE: SCALE: JOB No.:SEALAFFIXREVISIONDATER Know what's below. before you dig.Call MOP SITE PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-656620210983 TLS 8/24/21 1"=80'OverlandTownhomesFairhope, Alabama 36532BUILDING HEIGHT SITE ANALYSIS 35 FEET LANDSCAPE AREA 1.66 AC (68.60%) TOTAL ACREAGE ±2.42 AC BUILDING SETBACKS: FRONT YARD: PROPERTY ZONING UN-ZONED SIDE YARD: REAR YARD: 25 FEET 10 FEET 33 FEET MAX. GROUND COVER RATIO N/A PROPOSED BUILDINGS 15,000 SF MAX. BUILDING HEIGHT 35' IMPERVIOUS AREA 0.76 AC (31.40%) UNITS 16 DENSITY 6.61 UNITS/AC SITE DATA: 1. ACREAGE IN TOTAL TRACT: 2.42 ACRES 2. SMALLEST UNIT SIZE: 937 SF 3. TOTAL SQUARE FEET OF EACH LOT OR UNIT: 15,000 SF 4. TOTAL NUMBER OF LOTS OR UNITS: 16 5. LINEAR FEET IN STREETS: 394 LF (PRIVATE) 6. NUMBER OF PARKING SPACES: 32 SPACES 7. AMOUNT OF IMPERVIOUS SURFACE: 33,695 SF 8. DENSITY: 6.61 UNITS/AC OWNER: 68V OVERLAND 2021, LLC 29891 WOODROW LANE STE 300 SPANISH FORT, AL 36527 FLOOD ZONE: PROPERTY LIES IN FLOOD ZONE "AE" & "X" UNSHADED AS SCALED FROM FLOOD INSURANCE RATE MAPS NUMBER 01003C0642M, COMMUNITY NUMBER 015000, PANEL 0642, SUFFIX "M', DATED APRIL 19, 2019. LESSEE/DEVELOPER: 68V OVERLAND 2021, LLC 29891 WOODROW LANE STE 300 SPANISH FORT, AL 36527 USABLE OPEN SPACE REQUIRED (50% OF REQ. OPEN SPACE) 0.61 AC COUNTY OPEN SPACE REQUIRED (20%) 1.21 AC PROPOSEDEXISTING SITE PLAN LEGEND TRAFFIC CONTROL ARROW CURB & GUTTER STANDARD PARKING QUANTITY MEDIUM DUTY ASPHALT PAVING ACCESSIBLE PARKING SPACE CONCRETE PAVING HEADER CURB RIBBON CURB NOTE: IF INDIVIDUAL LOTS, SITES, UNITS, ETC., ARE TO BE SOLD, THE DEVELOPER/OWNER SHALL BE REQUIRED TO MEET THE CURRENT CITY OF FAIRHOPE SUBDIVISION REGULATIONS IN EFFECT AT THAT TIME, AND THE PROPERTY SHALL BE BROUGHT INTO COMPLIANCE WITH THOSE REGULATIONS PRIOR TO SUCH SALE OR ATTEMPTED SALE. CRF = CAPPED REBAR FOUND CRS = CAPPED REBAR SET CMF = CONCRETE MONUMENT FOUND RBF = REBAR FOUND (R) = RECORD DEED BEARING AND DISTANCE X SITE VICINITY MAP 1" = 1 MILE UTILITY PROVIDERS: WATER - CITY OF FAIRHOPE SEWER - CITY OF FAIRHOPE GAS - CITY OF FAIRHOPE ELECTRIC - BALDWIN EMC TELEPHONE - AT&T - ---I I j I I __ I I ~ I I 7 ----l I ~ I -I ------J I ~ I __ I 05-46-06-14-0-000-003.000 PIN: 17023 GRANT, CHAS W, ET AL 10722 CO RD 48 FAIRHOPE, AL 36532 0 G. c::==::J l·:··::·:··:·::·:·I .. I .. Fairhope Church I 1 I Friends Cemetery Q,'(\,S(1,CO[q .. f ~ ) \ I I N 640080160320 80 SCALE SHEET AERIAL DRAWN: DATE: SCALE: JOB No.:SEALAFFIXREVISIONDATER Know what's below. before you dig.Call AERIAL WITH CONTOURSCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-656620210983 TLS 8/24/21 1"=80'OverlandTownhomesFairhope, Alabama 36532N TABLE OF CONTENTS C02 COVER GRADING & DRAINAGE PLAN C04 C05 C12 EROSION & SEDIMENT CONTROL PLAN Developer: 68 V Paydirt LLC 29891 Woodrow Lane Stc 300 Spanish Fort, AL 36527 C13 C14 C06 UTILITY PLAN C09 SIDEWALK, STREET LIGHT & SIGNAGE PLAN R Know what's below. before you dig.Call CLEARING, GRUBBING & DEMOLITION PLAN C03 PROPOSED CONSTRUCTION PLANS for Overland Townhomes Fairhope, AL 36532 GREENSPACE PLAN C07 POND PLAN & OUTFALL DETAILS C16 Civil Engineering & Surveying 880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566 REVISIONS: NO.REVISIONDATE APPR. REVISIONS C10 CONSTRUCTION DETAILS C17 0 C01 GENERAL NOTES 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 August 24th, 2021 Name of Project to which this Certificate Applies: Overland Townhomes. Plans which are certified consist of Pages Cover Sheet thru C17. VICINITY MAP 1" = 1 MILE SITE CONTACTS GAS DEPARTMENT CITY OF FAIRHOPE MR. TERRY HOLMAN 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 WATER & SEWER DEPARTMENT CITY OF FAIRHOPE MR. JASON LANGLEY 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 BALDWIN EMC MR. BRIAN SEALS P.O. BOX 220 SUMMERDALE, ALABAMA 36580-0220 251-989-6247 PLANNING/ZONING DEPARTMENT CITY OF FAIRHOPE MR. HUNTER SIMMONS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 C11 ISSUED FOR CITY APPROVAL08/24/21 TLS 1 2 3 C15 HIGHWAY DEPARTMENT MR. JOHN LUNDY 22070 HWY. 59, 4TH FLOOR ROBERTSDALE, ALABAMA 36567 251-580-1655 BALDWIN COUNTY 4 C08 WETLAND BUFFER SIGNAGE & FLOOD ZONE CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS .. I Fairhope • Church Friends Cemetery :P~,r,sacotq 12 fl / ,/ ---~~ ) •. . • c-------- \ Eastern Shore cc::r==::J.j Church SHEET C01 20210983 TLS DRAWN: DATE: SCALE: JOB No.: 8/24/21 N.T.S.SEALAFFIXREVISIONDATEGENERAL NOTESCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566OverlandTownhomesFairhope, Alabama 36532NO "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 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. 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, BUILDINGS AND PAVING. 7. AND CONSTRUCTION EXIT. DURING ROAD AND UTILITY CONSTRUCTION, INSPECT PERIMETER CONTROLS DAILY AND FIX ANY DEFICIENCIES.3. CLEARING AND GRUBBING SHALL BE LIMITED TO THE ROADWAY RIGHT OF WAY, 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 16. 17. 18. 19. 20. 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 LARRY SMITH, PE 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 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. 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=±1.57 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 21. 26. SITE INSPECTIONS TO BE PERFORMED WHEN 3/4" RAIN EVENT OR GREATER OCCURS. 22. 23. 24. 25. DESIGN STANDARDS FOR NEW ROAD CONSTRUCTION (APPENDIX 4). ALL WORK AND MATERIALS WITHIN THE RIGHT OF WAY SHALL COMPLY WITH BALDWIN COUNTY 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 THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT AND HIGHWAYS, LATEST EDITION. 8. 9. 10. 11. THE GAS SERVICE SHALL BE INSTALLED TO THE METER BY THE LOCAL GAS UTILITY. REFER TO THE MECHANICAL/PLUMBING PLANS FOR THE METER LOCATION. 12. THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SECONDARY WIRING AND CONDUIT FROM THE PAD MOUNTED TRANSFORMER TO THE LOCATION OF THE METERS. 13. UTILITY NOTES COMPLIANCE OF ALL SYSTEMS WITH THESE CODES. INTIMATE WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, AND VALVES, FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH FPU SPECIFICATIONS. OF FAIRHOPE PUBLIC UTILITIES (FPU) PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING, 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 REQUIREMENTS OF FPU AND OTHER UTILITY PROVIDERS. THE CONTRACTOR SHALL BE ACCORDANCE WITH FPU STANDARDS & SPECIFICATIONS. ALL PVC WATER PIPE SHALL BE MARKED USING A TRACER WIRE BURIED BETWEEN 3 AND 6 INCHES ABOVE THE TOP OF THE PIPE. TRACER WIRE SHALL BE NO. 12 COPPER WIRE WITH PLASTIC COATING. WIRE SHALL BE CARRIED UP THROUGH VALVE BOXES AND TERMINATED A SANITARY SEWER PVC GRAVITY AND FORCE MAINS SHALL HAVE METALIZED MARKING TAPE TO ALLOW FOR FUTURE LOCATING WITH STANDARD EQUIPMENT AND TO PROVIDE PROTECTION. TAPE SHALL BE BURIED BETWEEN 6 AND 12 INCHES ABOVE THE PIPE. TAPE SHALL BE GREEN, 1. 2. 3. 4. 5. MINIMUM OF 2 FEET ABOVE THE GROUND TO PERMIT CONNECTION OF LOCATING EQUIPMENT. NONMETALLIC BLUE MARKER TAPE SHALL BE BURIED APPROXIMATELY 15 INCHES ABOVE THE 3 INCHES WIDE, AND MARKED "CAUTION: BURIED SEWER LINE BELOW". FOURTEEN GAGE WIRE 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 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 OR AWWA C900. PIPE SHALL BE A MINIMUM CLASS 250 6. 7. THE PROPOSED WATER MAIN SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED WITH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND 14. TESTED PER AWWA STANDARDS. LEAKAGE TEST PERFORMED AT A MINIMUM OF 150 PSI FOR 6 HOURS MINIMUM PLASTIC PIPE FOR GRAVITY SEWERS, STACKS AND LATERALS, AND FITTINGS SHALL BE UNPLASTICIZED POLYVINYL CHLORIDE (PVC), MEETING OR EXCEEDING ASTM SPECIFICATION D3034 LATEST EDITION, CLASSIFICATION SDR 26. PVC GRAVITY SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION. PVC PIPE FOR SANITARY SEWER FORCE MAINS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241 WITH MINIMUM CLASS 250 FOR PRESSURE PIPE WITH IRON PIPE OUTSIDE DIAMETER OR AWWA C900 WITH SDR 18 OR HEAVIER FOR PRESSURE PIPE WITH DUCTILE IRON PIPE OUTSIDE DIAMETER. FOR ASTM D2241 OR SDR 18 OR HEAVIER FOR AWWA C900. SHALL BE INSTALLED ONE FOOT ABOVE THE TOP OF PVC SEWER MAINS. TOP OF THE PIPE. TAPE SHALL BE A MINIMUM OF 3 INCHES WIDE AND ON THE OWNER'S LIST OF MATERIALS AND APPROVED MANUFACTURERS. 15. 16. R Know what's below. before you dig.Call NOTES: 1. THIS SITE SHALL ADHERE TO THE RED SOIL AND CLAY ORDINANCE. RED SOIL AND CLAY IS PROHIBITED WITHIN 100' OF CRITICAL AREAS, INCLUDING WETLANDS AND STREAMS. 2. THIS SITE SHALL ADHERE TO THE CITY OF FAIRHOPE WETLAND ORDINANCE. NO DISTURBANCE IS ALLOWED WITHIN THE 30' WETLAND BUFFER, INCLUDING CLEARING ACTIVITY. 3. RED SOIL & CLAY SHALL NOT BE USED IN POND CONSTRUCTION AS PER RED SOIL & CLAY ORDINANCE. r SHEET C02 20210983 TLS DRAWN: DATE: SCALE: JOB No.: 8/24/21 1"=20'SEALAFFIXREVISIONDATER Know what's below. before you dig.Call CLEARING, GRUBBING &DEMOLITION PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566OverlandTownhomesFairhope, Alabama 36532800102040 20 SCALE TREE REMOVAL NOTES TREE REMOVAL LEGEND REMOVAL X TREE PROTECTION FENCE TREE REMOVAL TYPE 20" PINE 20" OAK QTY 1 2 DEMOLITION LEGEND REMOVAL CLEARING LIMITS ASPHALT SAWCUT 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 PROTECTION FENCE TREE PROTECTION FENCE SHALL BE IN PLACE AT THE OUTER EDGE OF THE DRIP LINE OF THE TREE PRIOR TO ANY LANDSCAPE DISTURBANCE. STEEL "T" POST TREE PROTECTION FENCE: CHAINLINK FENCE. STEEL "T" POSTS INSTALLED AT 8' O.C. PROVIDE AN 8.5" X 11" LAMINATED SIGN STATING "KEEP OUT TREE PROTECTION ZONE" SPACED EVERY 50 FEET ALONG THE FENCE KEEP OUT TREE PROTECTION AREA 4'TREE PROTECTION FENCING SHALL BE INSTALLED 20' FROM TRUNKS OF TREES LARGER THAN20" DBH AND 10' FROM TRUNKS OF TREES UNDER 20" DBH. NOTE: TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP NOTES: 1. THIS SITE SHALL ADHERE TO THE RED SOIL AND CLAY ORDINANCE. RED SOIL AND CLAY IS PROHIBITED WITHIN 100' OF CRITICAL AREAS, INCLUDING WETLANDS AND STREAMS. 2. THIS SITE SHALL ADHERE TO THE CITY OF FAIRHOPE WETLAND ORDINANCE. NO DISTURBANCE IS ALLOWED WITHIN THE 30' WETLAND BUFFER, INCLUDING CLEARING ACTIVITY. 3. RED SOIL & CLAY SHALL NOT BE USED IN POND CONSTRUCTION AS PER RED SOIL & CLAY ORDINANCE. \ I \ "\ \\ \\ I \~i. \1' ~ \ I. I I I I I I. l I \ I I • l I I I I I \ I . I I I I . I I I 1 I I I I l I I I ----- I J \ \ // / 05-46-06-14--0-000--001.514 PIN: 15215 FST REWERTS, CURTIS 10563 CO RD 48 FAIRHOPE AL 36532 (RPB 803 PAGE 1177) -., ____ __ I I I ) I ___; N r-e- I~ u I ~<, - I '7].S- 1 ---....../ I I I ~ E===i ~ j ~ ~J/1 _6<>;-(: 7/ I I I I I 800102040 20 SCALE SHEET C03 DRAWN: DATE: SCALE: JOB No.:SEALAFFIXREVISIONDATER Know what's below. before you dig.Call SITE PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-656620210983 TLS 8/24/21 1"=20'OverlandTownhomesFairhope, Alabama 36532PROPOSEDEXISTING SITE PLAN LEGEND TRAFFIC CONTROL ARROW CURB & GUTTER STANDARD PARKING QUANTITY 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 ACCESSIBLE PARKING SPACE CONCRETE PAVING HEADER CURB RIBBON CURB NOTES: 1. THIS SITE SHALL ADHERE TO THE RED SOIL AND CLAY ORDINANCE. RED SOIL AND CLAY IS PROHIBITED WITHIN 100' OF CRITICAL AREAS, INCLUDING WETLANDS AND STREAMS. 2. THIS SITE SHALL ADHERE TO THE CITY OF FAIRHOPE WETLAND ORDINANCE. NO DISTURBANCE IS ALLOWED WITHIN THE 30' WETLAND BUFFER, INCLUDING CLEARING ACTIVITY. 3. RED SOIL & CLAY SHALL NOT BE USED IN POND CONSTRUCTION AS PER RED SOIL & CLAY ORDINANCE. X (.'.)0 I I I I 05-46-06-1 t -0-000:f!O 1.512 FST LAMB:~~:J:~~OJ RES LL C 11523 HAl cvoN Loop DAPHN!=, AL 3£$26 (INS l79183&) -------l~--J -----·---- \ I \ I I I I I ti l j ~ Cl'. I~ I~ I I I \~ 1. I 05-46-06-14--0-000--001.514 PIN: 15215 FST 1~~E~6~i~:TIS I L ----------------------(~~=~~;~td-E~~:) - ----- ----- ----- ----- ----- -_J_ ---------- OF OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH RANGE 2 EAST SIDEWAL WITHOV SUBDIVIS J VALLEY GUTTER 1'00 . TYPE "A" (SEE DE~ I~ I di :;i \/ I -- .>Jli,_ INSTALL 2' STOP BAR (CLASS 2, TYPE A THERMOPLASTIC) BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 2+00 80 FT. R/W 3+00 -+ --------+----------+--------------+---------J-------- INSTALL36" R1-1, DIAMOND GRADE, STOP SIGN & TR POST. CONCRETE PATIO INSTALLED BY TOWNHOME CONTRACTOR I I I / .>Jli,_ .>Jli,_ I I .>Jli,_ .>Jli,_ .>Jli,_ .>Jli,_ .>Jli,_ .>Jli,_ .>Jli,_ .>Jli,_ .>Jli,_ .>Jli,_ .>Jli,_ .>Jli,_ I }/ I ;.,_ I I I I .>Jli,_ .>Jli,_ ( I / @ I " !< .>Jli,_ I I / 0 0 cl,.. ~ C=:::J ~ C=:::J C=:::J N 800102040 20 SCALE SHEET C04 DRAWN: DATE: SCALE: JOB No.:SEALAFFIXREVISIONDATER Know what's below. before you dig.Call GRADING & DRAINAGE PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566PROPOSEDEXISTING 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) MITERED END SECTION (MES) 20210983 TLS 8/24/21 1"=20'OverlandTownhomesFairhope, Alabama 36532NOTES: 1. THIS SITE SHALL ADHERE TO THE RED SOIL AND CLAY ORDINANCE. RED SOIL AND CLAY IS PROHIBITED WITHIN 100' OF CRITICAL AREAS, INCLUDING WETLANDS AND STREAMS. 2. THIS SITE SHALL ADHERE TO THE CITY OF FAIRHOPE WETLAND ORDINANCE. NO DISTURBANCE IS ALLOWED WITHIN THE 30' WETLAND BUFFER, INCLUDING CLEARING ACTIVITY. 3. RED SOIL & CLAY SHALL NOT BE USED IN POND CONSTRUCTION AS PER RED SOIL & CLAY ORDINANCE. C)O I I I I 05-46-06-1~-0-000:f!01.512 Pl : 151801 FST LAMBER VENTURES L L C 11523 HAlcvoN Loop DAPHN~, AL 3£$26 (INS l791838) 6'X4' GaJ..re INL~T tOP 88.1)5' (flLTED I~) - -----1-----,-- I I ----·°" I I 15-1/2"X26" RCAP r.-\-I--_j _ - --- INV8554 L-l---\----- 1 I / I I I _:-~~~-~-~- \ I ~---, \; \ _\_ \ I' " I I I I I l I I \ I i I I I I I I I "-.... I J \ \ // / 05-46-06-14-0-000--001.514 PIN: 15215 FST 1~~E~ci~i~:TIS J L ------------------(~~:~~:~td-e3~f;;) - ---- ---- ---- ---- ---- -i tZ:Iil ---- --- TOWN HOMES 4 UNITS 3,750SF FFE=87.63 ---... ---... - -------r------ \ .>Jiu. / ---~ BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) ~~ 0+00 2+00 80 FT. R/W 3+00 ~~~ l I I I -----+ --------+----------+---" ----------+------_l__l__U_ ,_ ------- ----.. .>Jiu. ---., ____ __ I I I -----~--,1--1-l_j_H __ /--- .>Jiu. I STORM LINE A STRUCTURE: DETAILS: A1-MES INV IN= 78.00(100) THROAT= 85.39 A2-S2 INV IN= 79.14(101) INVOUT= 79.14(100) THROAT • 85.39 A3-S2 INV IN= 79.90(102) INV OUT= 79.40(101) A4-WI THROAT= 85.07 INVOUT= 80.18(102) STORM LINEA NAME SIZE & lYPE LENGTH SLOPE 100 24" RCP 110LF 1.04% 101 24" RCP 26LF 1.00% 102 29"x18" RCAP 92LF 0.31% STORM LINE B STRUCTURE: DETAILS: B1-MES INV IN= 81.30(200) RIM= 86.59 B2-JB INV IN= 81.46(201) INV OUT= 81.46(200) RIM= 86.00 B3-JB INV IN= 81.72(202) INV OUT= 81.72(201) B4-OCS RIM= 85.50 INV OUT • 82.00(202) STORM LINE B NAME SIZE& TYPE LENGTH SLOPE 200 24"RCP 54LF 0.30% 201 24"RCP 86LF 0.30% 202 24"RCP 92LF 0.30% N !il!iCII □ □ □ CJ::,:,,. c=::J SHEET C05 DRAWN: DATE: SCALE: JOB No.:SEALAFFIXREVISIONDATER Know what's below. before you dig.Call EROSION & SEDIMENTCONTROL PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566FIP SB CEP LEGEND: MU TS PS ECB OP DV CIP FIP CIP W 800102040 20 SCALE R Know what's below. before you dig.Call 20210983 TLS 8/24/21 1"=20'OverlandTownhomesFairhope, Alabama 36532NOTES: 1. THIS SITE SHALL ADHERE TO THE RED SOIL AND CLAY ORDINANCE. RED SOIL AND CLAY IS PROHIBITED WITHIN 100' OF CRITICAL AREAS, INCLUDING WETLANDS AND STREAMS. 2. THIS SITE SHALL ADHERE TO THE CITY OF FAIRHOPE WETLAND ORDINANCE. NO DISTURBANCE IS ALLOWED WITHIN THE 30' WETLAND BUFFER, INCLUDING CLEARING ACTIVITY. 3. RED SOIL & CLAY SHALL NOT BE USED IN POND CONSTRUCTION AS PER RED SOIL & CLAY ORDINANCE. C)O I I " a. I 0 I . I I I I 05-46-06-14-0-000--001.514 I 'O' J PIN: 15215 I FST 1~~E~ci~i~:TIS J L FAIRHOPEAL36532 I (RPB803PAGE 1177) --._..._,,..., ------------------------------------bt -----1-OHP _____,._ __ OHP ------OHP -------OHP ---OHP ---QHP ---OHP --------"!'b-----OHP ---OHP ---OHft-,,._;-,,..;--QHP ---QI ( ~~~ w---w---w---w---w ___ w ___ w ___ w ___ w---+1-,...1 wl I I I ----G'-.----G ---G ---G ---G ---G G G G G GI I I I G---G- ---w- BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) ~t. [ [ 80 FT. R/W ~ili;1 / I I I I I "-----~--,/--1-l_j_H __ /--- ----"'--1!P"___c,~~--~----'---s--l~f,,-L--~----s----<S-~----'<~ I' "' I I I I I l I \ I i I I I I I I I --"---D .,..._---1-4-.,_--'-/ - ----= -='-/ ~ - f ) / 2 .. TOWN HOMES 4 UNITS 3,750SF FFE=87.63 I J \ \ // / TOWNHOMES 4 UNITS 3,750 SF FFE-=87.66 I a:: I~ w 1:2: Cl: / \(1if / \ > \. l ,I - I !If I ,,--/ J /_/ I _( I SB I V If I ( /I / /1 I I ti 11 I I /I I I I I I I I I I I I .illL I .illL 0 COISlRIIC1l(J< EJOTPAD 0 SElllEIT BARRER 0 '""""""' INLET PROlECll(lj 0 tu.CHING 0 """"'"" ''"""' 0 PERMNONT ''""" 0 EROO(ljCONlRQ. IWkET 0 OOTlET PROTECOO< 0 ........ 0 a.oBNfl PROTECIION 0 S1RA.WWAT11..ES OO FAIRC.taJRB IIWPROTECIDI N SHEET C06 DRAWN: DATE: SCALE: JOB No.:SEALAFFIXREVISIONDATER Know what's below. before you dig.Call UTILITY PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566UTILITY PLAN LEGEND VALVE WATER METER EXISTING G FIRE HYDRANT ASSEMBLY MANHOLE WATER THRUST BLOCK GAS PROPOSED G OHP OVERHEAD POWER OHP WW WV CLEAN OUT WW C.O. S FH SANITARY SEWER STUB SS 800102040 20 SCALE SEALAFFIX20210983 TLS 8/24/21 1"=20'OverlandTownhomesFairhope, Alabama 36532NOTES: 1. THIS SITE SHALL ADHERE TO THE RED SOIL AND CLAY ORDINANCE. RED SOIL AND CLAY IS PROHIBITED WITHIN 100' OF CRITICAL AREAS, INCLUDING WETLANDS AND STREAMS. 2. THIS SITE SHALL ADHERE TO THE CITY OF FAIRHOPE WETLAND ORDINANCE. NO DISTURBANCE IS ALLOWED WITHIN THE 30' WETLAND BUFFER, INCLUDING CLEARING ACTIVITY. 3. RED SOIL & CLAY SHALL NOT BE USED IN POND CONSTRUCTION AS PER RED SOIL & CLAY ORDINANCE. C)O I " I o --~~-~-+------ a. I 0 I . I I 'O'I ,,__ EXISTING FIRE HYDRANT L EXISTING 12" WATER MAIN CONTRACTOR TO FIELD VERIFY EXACT LOCATION ------ 05-46-06-14-0-000--001.514 PIN: 15215 FST REWERTS CURTIS ::i~E: 1~~~N~~~•Eiz~~~R (~~:~a>::t~E3~~;;) I {45 LF) SEE DETAIL I -------------------------------------~ ------- DIRECTIONAL BORE ~ 10563CORD48 J -.\--OHP OHP OHP OHP OHP OHP OHP OHPcb 00 co OHP 01 ( ~~~ ( 1-OHP ___,._ __ OHP --- -~...____. w w w w w w w w w---+1-,...1 wl I I I I I w w- G -----G _/ ~12"XB"TA~,SADDLE, G---G---G---G---G---G--~GI l 11 I G---G- APPROX. LOCATION OF AND VALVE GAS MAIN CONTRACTOR 0+00 TO FIELD VERIFY EXACT 1 +00 BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) ~~ [ [ 2+00 80 FT. R/W 3+00 ~~~ l I I I L -----~ ---------+ - -r -----.. ---------------\__ __ ff.}--_ -+ --------+----------+---'----------+------..ll.....U_ I------------~ --,[--1-l_j.H __ / --- ---., ____ __ ~-"--{~'----''Y<k----s---'---s---1--ss',;,.L---s----s-----~,_~ \ I --........._ ___ .,.....--1-46---'I'-- ----= -='-/ I' " I I I I I l I I \ I i I I I I I I I '--.... I J \ \ // / f ) / CLEAN OUT SEE DETAIL TOWN HOMES 4 UNITS 3,750SF FFE=87.63 TOWNHOMES 4 UNITS 3,750 SF FFE-=87.66 r------ \ .>JU,_ / ---~ TOWNHOMES / 4 UNITS 3,750SF FFE=87.83 /i:i I / ICE TAIL -'-"----87 ....____ .>JU,_ LEAN OUT EE DETAIL I • -7 . / I I I .>JU,_ • 0 0 □ □ 0 SANITARY SEWER LINE A STRUCTURE: DETAILS: MH-1 RIM • 88.72 INV IN • 80.95(5100) MH-2 RIM= 86.59 INV OUT= 82.59(S100) SANITARY SEWER LINE A NAME I SIZE & TYPE I LENGTH I SLOPE S100 I 8"PVC I 198LF I 0.83% N I • SHEET C07 DRAWN: DATE: SCALE: JOB No.:SEALAFFIXREVISIONDATER Know what's below. before you dig.Call STORM & SANITARYSEWER PROFILESCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-656620210983 TLS 8/24/21 SEE DWGOverlandTownhomesFairhope, Alabama 365320 2.5 5 VERTICAL SCALE: 1" = 5' 501020 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 20' [!] I STORM LINE A PROFILE I STATION -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 94 }d -_I J~ ~Ii 94 [ ~~ ~ -iii ~~ 92 g ~~s -?;~§ 92 ~ &,iB{~ o cy~~ ~ 90 en>-~F~~--~F~~ =i:F~ 90 w=> ISTING PROF PSED ~o n I BB ~~ a.ADE GRAC ~ BB I I --.------86 86 rn -~ -L---z r --,-0 rn 84 84 ~ ~ 82 // 82 0 / w I I I ....I z 80 I \ 80 w V I \ \ I I 78 \_l26LF -24" RCP 92LF -29"x18" RCAP 78 \_110LF -24" RCP @0.31% ~ 76 @1.04% @1.00% 76 74 74 72 72 70 70 l?R -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STATION I STORM LINE B PROFILE I STATION -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 100 100 98 98 ;;; wl ~~ ~ 96 ~ ~ 96 g ffi! ~ ~ ai ! 94 00 ~w ~ Q) ~ 94 ":, l'.l 5 en>-~i; ~ "' ;;; 0 ~5 ~ ~~ ~ ~ 92 ~~ "'"'-92 rn 90 90 z r 0 rn -·----·-1,e~ ~<?SE □ ~ ~ 88 BB I GRAD i i I ~ -I / I 0 86 86 w /.,,, I --....I z i\. w 84 I 84 h?--i --- \ ' 82 82 I I I '-92LF -24" RCP 80 l 54LF -24" RCP 86LF -24" RCP @0.30% 80 @0.30% I I I 78 @0.30% 78 76 I 76 I 75 75 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STATION I SANITARY SEWER PROFILE I STATION -0+50 0+00 0+50 1+00 1+50 2+00 2+50 100 I 100 98 98 i z 96 ~ 96 :;: 94 ± I :1 ~ 94 > ~ ;;; ~ ~ 92 1.-EXIS ING 92 \~,, 111i'1',/if!E:a GRAE ,,,, !11'''1 rn 90 90 z v'" ,,,11 ,,,,,~'l r 0 ~'t-~,,, ~,,, "' rn i PROPO jED ~~~ .. ~ ~ 88 j GRADE 88 ~ (;~~:: ~ ~;i ---I 0 86 86 w ~.>.""',,) :s ~~"'" ....I ,, ,, ,,~;, z w 'l.,--'/ I !! \l"Cj ,V' 84 84 o:,~ilf///J/1 \\ \\~\\\~ /JN1 0 ' 82 11 82 ' I I I \ ~ 80 198LF -8" PVC ~ 80 @0.83% ~ 78 I I 78 76 76 75 75 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 STATION I I I I SHEET C08 DRAWN: DATE: SCALE: JOB No.:SEALAFFIXREVISIONDATESIDEWALK, STREET LIGHT& SIGNAGE PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566AFFIXR Know what's below. before you dig.Call 800102040 20 SCALE 20210983 TLS 8/24/21 1"=20'OverlandTownhomesFairhope, Alabama 36532NOTES: 1. THIS SITE SHALL ADHERE TO THE RED SOIL AND CLAY ORDINANCE. RED SOIL AND CLAY IS PROHIBITED WITHIN 100' OF CRITICAL AREAS, INCLUDING WETLANDS AND STREAMS. 2. THIS SITE SHALL ADHERE TO THE CITY OF FAIRHOPE WETLAND ORDINANCE. NO DISTURBANCE IS ALLOWED WITHIN THE 30' WETLAND BUFFER, INCLUDING CLEARING ACTIVITY. 3. RED SOIL & CLAY SHALL NOT BE USED IN POND CONSTRUCTION AS PER RED SOIL & CLAY ORDINANCE. C)O I I I I 05-46-06-1~-0-000:f!01.512 Pl : 151801 FST LAMBER VENTURES L L C 11523 HAl cvoN Loop DAPHN~, AL 3£$26 {INS r 91838( J - -----i--+ - - PIN: 15215 I I 05-46-06-14-0-000--001.514 I I FST REWERTS CURTIS 10563 co RD 48 J L FAIRHOPEAL36532 (RPB 803 PAGE 1177) I ___________________________________ _L_ _____ _ 1+00 BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 2+00 80 FT. R/W 3+oo --------------+----------+-------+ --------+----------+-------------+---------I-------- \ I ' '-.\ \\ \\ I \" I "'i. \11 ~ ' I\ I I . l I \ \ • ' I I I I I \ I . I I I I . I I a:: 0 ...J ...J ~ Cl'. w > 1i: / -----~~ I ~ INSTALL sPE lt------------LIMITSIGN ,_ ___________ (SEE DETAIL) IL .....--+--- -I ,, 11 (- II 11 /1 11 11 l1 11 ,, l1 /1 ,, I t i / 1// ~I i Ii / 11 / / ~ N ---/ CONCRETE WORK TO BE INSTALLED BY TOWN HOME CONTRAr OR TOWN HOMES 4 UNITS 3,750SF FFE=87.63 I CONCRETE WORK TO BE INSTALLED BY TOWN HOME CONTRACTOR CONCRETE WORK TO BE INSTALLED BY TOWN HOME CONTRACTOR I TOWNHOMES 4 UNITS 3,750 SF FFE-=87.66 I CONCRETE WORK TO BE INSTALLED BY TOWN HOME CONTRACTOR / _rf I I I I ( I INSTALL WETLAND -- TOWN HOMES 4 UNITS 3,750SF FFE=87.83 I CONCRETE WORK TO BE INSTALLED BY TOWN HOME CONTRACTOR I TOWN HOMES 4 UNITS 3,750SF FFE ,.87.66 ,,,,,../ ili I I I I ili ili .Ju. I I ili ili ----------~-34" • " ~ ili ili ili \ \ ili -'1h,_ <: ,,,,--· ----C \ ----38" \-~ ){_ ili ili ' J \ \ ili ili / ,,,,,,, ili/ I I I \ { ili ili ili / ili / ili ~( I /.,_ I I ili ili ( I {ili I ( I / ~ l " !< ili I I / N 800102040 20 SCALE SHEET C09 DRAWN: DATE: SCALE: JOB No.:SEALAFFIXREVISIONDATER Know what's below. before you dig.Call GREENSPACE PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-656620210983 TLS 8/24/21 1"=20'OverlandTownhomesFairhope, Alabama 36532NOTES: 1. THIS SITE SHALL ADHERE TO THE RED SOIL AND CLAY ORDINANCE. RED SOIL AND CLAY IS PROHIBITED WITHIN 100' OF CRITICAL AREAS, INCLUDING WETLANDS AND STREAMS. 2. THIS SITE SHALL ADHERE TO THE CITY OF FAIRHOPE WETLAND ORDINANCE. NO DISTURBANCE IS ALLOWED WITHIN THE 30' WETLAND BUFFER, INCLUDING CLEARING ACTIVITY. 3. RED SOIL & CLAY SHALL NOT BE USED IN POND CONSTRUCTION AS PER RED SOIL & CLAY ORDINANCE. GREENSPACE CALCULATIONS (CITY OF FAIRHOPE): ACREAGE IN TOTAL TRACT: 2.42 ACRES WETLANDS: 0.22 ACRES PONDS: 0.21 ACRES ASPHALT ROADS: 0.17 ACRES NET ACREAGE: 1.82 ACRES DENSITY (NET) = 16 UNITS/1.82 ACRES: 8.79 UNITS/ACRE GREENSPACE REQUIRED (25% OF 2.46 ACRES): 0.61 ACRES GREENSPACE PROVIDED: 0.93 ACRES OPEN SPACE (GREEN SPACE) CALCULATION DENSITY: 8.79 UNITS/ACRE REQ'D 25% OF TOTAL GROSS AREA =0.605 ACRES PRESERVE =0.93 ACRES I I I --~ ~ l'.l ~ I I I I I I I I I ) / / -------- ----~ I I I Cl'. 0 I! UJ I<':: I~ I I I I I I I I I .>Jiu. .>Jiu. .>Jiu. .>Jiu. .Ji, .>Jiu. WY 48 (A.K.A FAIRHOPE AVE.) BALDWIN CO. ~OFT. R/W .>Jiu. .>Jiu. .>Jiu. .>Jiu. .>Jiu. 1 .>Jiu. I ,.,, I I I .>Jiu. .>Jiu. .>Jiu. .>Jiu. .>Jiu. .>Jiu. .>Jiu. .Ji, N 81838485868788IN2TE 10563 CO RD 48 FAIRHOPE AL 36532 (RPB 803 PAGE 1177) 1/2"CRF (FAIRHOPE) N89°47'51"W 1040.47' P.O.C. RRSPK PREVIOUSLY LOCATED AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH RANGE 2 EAST P.O.B. BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 80 FT. R/W RIVER MILL DR.Hwy. Const. Setback TRIPLE38"x60"RCP INV 84.8 (W)INV 84.9 (M)INV 84.8 (E)INV 84.5 (W)INV 84.4 (M)INV 84.6 (E)INE AGREEMENT RTY BOOK 604 17)S00°20'38"W 40.00'S00°20'38"W 532.55'S00°09'20"W(R)82 89 88 89 85868483N28°15 '22 "W 147 .45 'N42°38'45"E 198.83'TOWNHOMES 4 UNITS 3,750 SF FFE=87.66 TOWNHOMES 4 UNITS 3,750 SF FFE=87.83 TOWNHOMES 4 UNITS 3,750 SF FFE=87.66 TOWNHOMES 4 UNITS 3,750 SF FFE=87.83 24" 24" 22" 38" 34" 34" 20" 20" 20" TREE PRESERVATION NOTES 00 20'40'N O R T HScale: 1"= 20' TREE PRESERVATION & REMOVAL PLAN1 TREE PROTECTION 1/4" = 1'-0" Maintain existing grade with the tree protection fence unless otherwise indicated on the plans. 2" x 6' steel posts or approved equal. 5" thick layer of mulch. Notes: 1- See specifications for additional tree protection requirements. 2- If there is no existing irrigation, see specifications for watering requirements. 3- No pruning shall be performed except by approved arborist. 4- No equipment shall operate inside the protective fencing including during fence installation and removal. 5- See site preparation plan for any modifications with the Tree Protection area. SECTION VIEW KEEP OUT TREE PROTECTION AREA 8.5" x 11" sign laminated in plastic spaced every 50' along the fence. URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE Tree Protection fence: High density polyethylene fencing with 3.5" x 1.5" openings; Color- orange. Steel posts installed at 8' o.c. 2 FX-PL-FX-TRMT-02 "- __ _,, ~1 / 1: / I I I I ~1---- I \,II / I / r I I / / \ I \ \ > \ ) 11 I I , J / I / I I , / I I I I / '/ I 1 I I I I I I I I I I I I I I I ~ e----~ ~ \ \ \ / I _/ / / I / / ....,_ ____ __ / /I ,,, //// I I 1-------------------------------~L....~-:=:==:::!lrn TREE SUR'vEY DISO AIMER· 1. ALL TREE SURVEY INFORMATION HAS BEEN PROVIDED TO LANDSCAPE ARCHITECT BY S.E. OVIL. JREF PRESERVATION /RFMOYAI NOTES· 1. ALL TREES PROPOSED FOR REMOVAL ARE SHOWN IN A SHADE OF GRAY WITH AN •x•, WHILE ALL TREES TO BE PRESERVED ARE SHOWN IN BLACK. 2. SEE BELOW FOR TREE PRESERVATION/REMOVAL CALCULATIONS . Crown drip line or other limit of Tree Protection area. See tree preservation plan for fence alignment. TREE PRESERVATION CREDITS -S ec, 20,5-4(m) Tatel.I Trees To Be Prese rved: Tote.I Tree C redits Earn ed : DBH GENU S SPEC IES COMMON NAME QTY CREDITS PER TREE 26" Uquidambar styracifh..1a Sweetgum 20" Quercus virginiana live Oak 22" Quercus virginiana Live Oa k 24" Quercus virginiana Live Oak 34" Quercus virginiana Live Oak 38" Quercus virginiana Live Oak 30" Pinus sp , Pine 36" Pinus sp. Pine TREE REMOVAL Toto.I Trees To Be Removed: Toto.I Tree Debits: Re quired Trees To Be Replaced: Provided Replacement Trees: l1llli = = ~QMMQ~ NAM !;; = Q1;;;e 1rs ~1;;B r~i;; 20" Pinus sp, Pine 2 20" Que rcus virginiana Live Oak 1 2 Trees 38 Credits TOTAL CREDITS 12 3 Trees 6Debits 6Trees 6Trees IQll:LQl;;l;;!IIS 2 londscopeorchitecture londplonning r~T~ plocemokini;i J'.= Foley,Alobomo r!t-.. ii ~i.~'.9Ai~,:~: D ES I G N ~;,~;~t~,~~;;pp; P. 601. 790.0781 landscape architects www.wos-design.com Ro,I ____ ---------- No. Date Revisions / Submissions _ 08.23.21 _C11Y_S_UB_MITI_AL _____ _ -------------- -------------- -------------- -------------- -------------- vrw ,...,, LCW Checked 203163-105 Project No. 08,23.21 Date Sheel:Tltle TREE PRESERVATION & REMOVAL PLAN Sheet No. TP100 81838485868788IN2TE 10563 CO RD 48 FAIRHOPE AL 36532 (RPB 803 PAGE 1177) 1/2"CRF (FAIRHOPE) N89°47'51"W 1040.47' P.O.C. RRSPK PREVIOUSLY LOCATED AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH RANGE 2 EAST P.O.B. Hwy. Const. Setback TRIPLE38"x60"RCP INV 84.8 (W)INV 84.9 (M)INV 84.8 (E)INV 84.5 (W)INV 84.4 (M)INV 84.6 (E)INE AGREEMENT RTY BOOK 604 17)S00°20'38"W 40.00'S00°20'38"W 532.55'S00°09'20"W(R)82 89 88 89 85868483N28°15 '22 "W 147 .45 'N42°38'45"E 198.83'TOWNHOMES 4 UNITS 3,750 SF FFE=87.66 TOWNHOMES 4 UNITS 3,750 SF FFE=87.83 TOWNHOMES 4 UNITS 3,750 SF FFE=87.66 TOWNHOMES 4 UNITS 3,750 SF FFE=87.83 24" 24" 22" 38" 34" 34" 00 10'20'N O R T HScale: 1"= 10' LANDSCAPE PLANTING ENLARGEMENT PLAN1 ENTRY FEATURE SIGN CBU MAILBOX LOCATION OVERLAND TOWNHOMES OVERLAND TOWNHOMES 2 ~1 1: I I I / I I \ I \ ) ,J ! I . I / I I / I I I I I 1 I I I I I I I I I I I I I { . / l , ' (·; . { // / ---• \ \ \ I e;J ....,_ ____ __ / // ·,,//// I I / / / / / / / / I I/ C( ,', / a :..,,, I I \,..._ ____________________________ _Jl...i~-==~~lrn 0 1/4" -1·-0" SIGN-OV-02 landscape architecture land planning r~T~ plocemakini;i J'.= Foley.Alabama r!t-.. ii ~i.~'.9Ai~,:~: D ES I G N ~;,~;~t~,~~;;pp; P. 601. 790.0781 landscape architects www.was-design.com Ro,I ___ ------- No. Date Revisions / Submissions _ 08.23.21 ~C=rIY~SU=BM=ITTAL~--- ---------- ---------- ---------- ---------- ---------- YTW ,...,, LCW Checked 203163-105 Project No. 08.23.21 Datt Sheel:Tltle LANDSCAPE PLANTING PLAN Sheet No. LP100 TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HT REMARKS BH 1 BETULA NIGRA RIVER BIRCH 15 GAL 8`-10` MINIMUM 3 TRUNKS, FULL HEAD LN 4 LAGERSTROEMIA INDICA `NATCHEZ` `NATCHEZ` CRAPE MYRTLE 15 GAL 6`-8` MINIMUM 3 TRUNKS; FULL HEAD LT 2 LIRIODENDRON TULIPIFERA TULIP TREE 15 GAL 1.5" - 2" 10`-12` FULL HEAD, SPECIMEN QUALITY QV 13 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 15 GAL 1.5" - 2" 8`-10` FULL HEAD, SPECIMEN QUALITY TD 2 TAXODIUM DISTICHUM BALD CYPRESS 15 GAL 1.5" - 2" 8`-10` FULL HEAD, SPECIMEN QUALITY SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT HT W SPACING REMARKS SB 96 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 3 GAL 48" o.c. GRASSES CODE QTY BOTANICAL NAME COMMON NAME CONT HT W SPACING REMARKS MG 2 MISCANTHUS SINENSIS `ADAGIO` ADAGIO MAIDEN GRASS 3 GAL 42" o.c. SHRUB AREAS CODE QTY BOTANICAL NAME COMMON NAME CONT HT W SPACING REMARKS JD 14 JUNIPERUS CHINENSIS `PARSONII` PARSON`S JUNIPER 3 GAL 30" o.c. PLANT SCHEDULE SHRUB PLANTING2 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. • • 1 329343-01 STAKING DETAIL PLANT PIT DETAIL TREE PLANTING - GUY STRAP 1" = 1'-0" SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. TRENCH EDGE RE: DETAIL 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. MULCH WATER WELL AREA TO 3" DEPTH. ARBORGUY TREE ANCHOR SYSTEM, INSTALL APPROPRIATE MODEL PER MANUFACTURUER'S INSTRUCTIONS FINISHED GRADE EXISTING SUBSOIL ROOTBALL 3" HIGH WATER WELL AT SHRUB AREA FINISHED GRADE AT SHRUBS ROOTBALL 2X ROOTBALL ROOTBALL +3" PLANTING AT SHRUB AREAS FINISHED GRADE AT LAWN PLANTING AT LAWN AREAS 5 329343.26-02 A A B B TYPICAL PLANT SPACING NOT TO SCALE3 329399-04 GENERAL PLANTING NOTES 1" = 1" • • • • • • • • • • • • • • • • • • • • 6 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 329313-014 0 CJ 0 a 0 0 FORM 3" CONTINUOUS SAUCER AROUND PLANTING PIT 11- 2 X ROOTBALL SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO DEPTH AT WATER WELL. FINISHED GRADE. PLANTING TABLETS, AGRIFORM OR EQUAL, PER MANUF. RECOMMENDATIONS. BACKFILL WITH A MIXTURE OF PLANTING PIT SPOIL AND PREPARED PLANTING ------~ SOIL, PER SPECS, FROM ADJACENT PLANTING AREA UNDISTURBED SUBGRADE 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. =I I= 11= ___ _ = 11=1 I 1==;1 11~11 TT' ~ ~ 1iQIT;_ STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 0----- 0 1·-1·-0" DETAIL-FILE 0-----0-----0----- GENERAL CONDITIONS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE INSPECTION PRIOR TO LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO ACQUAINT HIMSELF WITH EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF LANDSCAPE MATERIAL AT ALL TIMES. LANDSCAPE CONTRACTOR TO COORDINATE SAFE STAGING AREA WITH GENERAL CONTRACTOR AND/OR OWNER. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL, INCLUDING GRASS, FOR 365 CONSECUTIVE CALENDAR DAYS FROM SUBSTANTIAL COMPLETION OF THE WORK, AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. ALL AREAS IMPACTED NEGATIVELY BY CONSTRUCTION PROCESSES SHALL BE RETURNED TO ORIGINAL CONDITION OR BmER PRIOR TO SUBSTANTIAL COMPLETION. I ANPSCAPE AREA SOIi PREPARATION SOIL SHALL BE AMENDED BY THE ADDITION OF COMPOST ANO FERTILIZER. COMPOST TYPE SHALL BE MUSHROOM COMPOST OR DECOMPOSED PINE BARK, AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. COMPOST SHALL BE UNIFORMLY APPLIED OVER PLANTING BEDS AT AN AVERAGE DEPTH OF 2 INCHES ANO OVER SOD AREAS AT AN AVERAGE DEPTH OF 3/4 INCH. INCORPORATE COMPOST UNIFORMLY IN PLANTING BEDS TO A DEPTH OF 6 INCHES ANO IN SOD AREAS TO A DEPTH OF 3 INCHES USING A ROTARY TILLER OR OTHER APPROPRIATE EQUIPMENT. PRE-PLANT FERTILIZER AND PH AOJJSTING AGENTS (E.G., LIME ANO SULFUR) MAY BE APPLIED IN CONJJNCTION WITH COMPOST INCORPORATION, AS NECESSARY. RAKE SOIL SURFACE SMOOTH PRIOR TO PLANTING. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. WATER THOROUGHLY AFTER PLANTING. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 3% POSITIVE DRAINAGE IN ALL PLANTING BEDS. ANY OTHER PROPOSED DRAINAGE METHODS SHALL BE COORDINATED WITH PLANTING EFFORTS TO MINIMIZE CONFLICTS AND MAINTAIN PROPER FUNCTION OF DRAINAGE SYSTEMS. PLANT MATERIA L AND PLANTING PLANT QUANTITIES ARE OFFERED AS A CONVENIENCE TO THE CONTRACTOR, AND ARE NOT ABSOLUTE. CONTRACTOR SHALL VERIFY PLANT COUNT FROM PLAN AND REPORT DIFFERENCES. ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL OR REFUSAL BY THE OWNER OR LANDSCAPE ARCHITECT AT THE JOB SITE. PLANTS SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM INJURY, INSECTS AND DISEASES. PLANTS SHALL EQUAL OR SURPASS QUALITY AS DEFINED IN THE CURRENT ISSUE OF "AMERICAN STANDARDS FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERYMEN, INC. UNLESS NOTED SPECIFICALLY, All PLANT MATERIAL SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN. FRONT ROW OF SHRUBS SHALL BE PLANTED FROM CENTER OF PLANT A MINIMUM OF 24 • BEHIND BED LINE @ LAWNS OR WALKS AND A MINIMUM OF 36" BACK OF CURB @ PARKING SPACES. NO PRUNING SHOULD BE PERFORMED DURING FIRST GROWING SEASON EXCEPT FOR REMOVING DAMAGED OF DEAD GROWTH. WOUND PAINT IS NOT RECOMMENDED FOR ANY CUTS. ALL PLANTING AREAS, TREE PITS, AND OTHER AREAS INDICATED ON PLANS SHALL BE MULCHED WITH A SETTLED LAYER OF THE INDICATED MULCH: □ 3• DEPTH PINE BARK □ 4• DEPTH SHREDDED HARDWOOD MULCH ~ 3• DEPTH LONGLEAF PINESTRAW, SETTLED TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING AREAS AND LAWN, UNLESS NOTED OTHERWISE. TREE STAKING SHALL BE PROVIDED TO KEEP TREES PLUMB AND PROTECTED FROM EXCESSIVE WINOS. ALL TREE-STAKING APPARATUS SHALL BE REMOVED AT THE END OF THE ONE-YEAR WARRANTY PERIOD. ONE YEAR OF LANDSCAPE MAINTENANCE FROM SUBSTANTIAL COMPLETION SHALL BE INCLUDED AS AN OPTIONAL BID ITEM TO THE OWNER. 0--------- londscopearchitecture londplonning r~T~plocemokini;i J'.= Foley,Alobomo r!t-.. ii ~i.~'.9Ai~,:~: D ES I G N ~;,~;~t~,~~;;pp; P. 601. 790.0781 landscape architects www.wos-design.com Ro,I ____ ----------- No. Date Revisions / Submissions _ 08.23.21 _CrIY_S_UB_M_ITI_AL _____ _ --------------- --------------- --------------- --------------- --------------- YTW ,...,, LCW Checked 203163-105 Project No. 08.23.21 Sheel:Tltle LANDSCAPE PLANTING DETAILS Sheet No. LP500 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11111~111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1~ ~Ill I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1111_,)0 I I ~I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1:~ ~Ill I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11/4 ~Ill I I I I I I I I~ II II II II 11 II II II II II I II II II II II II II II 11 ~ 1-':, Li 11 Li 1-':, 1-':, Li Li air 7111 l ~ I= = 11 ~== ~ l == ~ '~ w~ TT TT TT I~ ™ mll II II II II II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I =l t==l ~ =l --- ~ == = D CJCJCJ CJCJCJ D = r'-= = f-D f- -f- f- ---f---f---f--- -f-= rn f--CJCJCJ -CJCJCJ f-- rn -f- rn = ;:: --= f---f--ea=-= = f-= f---f---f-= f----f--CJCJCJ -CJCJCJ f--~-- - f-= f--f---f--= = ~ = ~ ---f---f-----f-= f--CJCJCJ -CJCJCJ f---f-= f---f--= ~ ~ = FRONT ELEVATION SCALE: 1/4" = 1'-o• I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~I I I I I I I I I I I I I I I I I I I I I I I I I I I~ ~I I I I I I I I I I I I I I I I I I I I ~ ~: I I I I I I I I I I I~ ~I I I I I I I I I ~I I I I II II II II II II II I II II II 11 Li Ill ~ lj._1=, u,111 11,1.1, 1 == ~ ITT ~ ,w mf ITT I TI lllTTl I I I I I I I I I I I I I I I U==l ~ CJCJCJ CJCJCJ D -m--- -- f-----= --CJCJCJ f-----CJCJCJ = rn -- f-----= -- f-----= --CJCJCJ f-----CJCJCJ = - - f-----= -- f-----= -- CJCJCJ f-----CJCJCJ = - - f-----= = I I I I I I I I I I - -- -- - 'a I co 0 I "' b I "ix, b I a, I I I I I I ---- ----- 12 ·p- ' -- !J----I , / - ,/ I I-- ~ ~ ~ ~ ~ I-- ~ I-- ~ ~ I-- ~ ~ I-- ~ ~ / ----,/ -----~ ~ ~ I ---- -~ nORIZONTAL LAP SIDING 850.435.9367 | 1300 West Government Street | Pensacola, Florida 32502 | www.biome.co September 2, 2020 Joe Everson c/o Terra Core Development 29891 Woodrow Lane, Suite 300 Spanish Fort, AL 36527 john@terracoredev.com joe@terracoredev.com Re: Wetland Delineation – County Rd 48, +/‐ 29.99 acres Baldwin County Parcel: 46‐06‐14‐0‐000‐002.000 Dear Mr. Everson: Biome Consulting Group, LLC (Biome) has completed a jurisdictional wetlands and waters assessment of the above referenced property. Our wetland assessment included an analysis of vegetative cover and makeup, wetland hydrology indicators and hydric soil indicators in accordance with federal, Army Corps of Engineers (COE), procedural guidelines. The site was found to contain approximately 5.11‐acres of wetlands within the jurisdiction of federal agencies. The jurisdictional boundaries were alphanumerically flagged with pink surveyor’s tape, located via Trimble Geo7x GPS, and is depicted on the enclosed map using ArcMap 10.5 software. The following is a brief, technical summary of our findings relative to the regulatory agencies’ potential involvement with this property: U.S. ARMY CORPS OF ENGINEERS Technical guidelines outlined in the US Army Corps of Engineers Wetlands Delineation Manual (1987) were applied in the field for determining the presence and location of jurisdictional wetlands on the above referenced lot. The on‐site reconnaissance was conducted by walking multiple transects throughout the lot. The following technical details support our location of the jurisdictional boundary: 1. General Observations: The site is a parcel adjacent to a residential subdivision and undeveloped areas; 2. Vegetation: The upland area is dominated longleaf pine, live oak, water oak, tung tree, bracken fern, and ebony spleenwort, and the wetland area is dominated by sweetbay magnolias, swamp gum, sweetgum, tung tree, netted chain fern, and cinnamon fern; 3. Soils: According to the NRCS soil map, the peri‐jurisdictional area is underlain by Bibb (hydric), Magnolia (non‐hydric), Norfolk (non‐hydric), Grady (hydric), Faceville (non‐hydric), and Dorovan Consulting Group 850.435.9367 | 1300 West Government Street | Pensacola, Florida 32502 | www.biome.co (hydric), which was confirmed by on‐site soil pit excavation. The A5 Stratified Layers indicator was present below the jurisdictional boundary and absent above; 4. Hydrology: Indicators of wetland hydrology observed on site include buttressing and rack debris. All of the parameters necessary for the COE to exert jurisdiction were present in that portion of the property identified as wetland. Section 404 of the Clean Water Act (33 USC 1344) requires authorization from the Secretary of the Army, acting through the COE, for the discharge of dredged or fill material into all waters of the United States, including wetlands. Discharges of fill material generally include, without limitation: placement of fill that is necessary for the construction of any structure, or impoundment requiring rock, sand, dirt, or other material for its construction; site‐development fills for recreational, industrial, commercial, residential, and other uses; causeways or road fills; dams and dikes; artificial islands; property protection or reclamation devices such as riprap, groins, seawalls, breakwaters, and revetments; beach nourishment; levees; fill for intake and outfall pipes and sub‐ aqueous utility lines; fill associated with the creation of ponds; and any other work involving the discharge of fill or dredged material. A COE permit is required whether the work is permanent or temporary. The basic premise of the dredge and fill program is that no discharge of dredged or fill material may be permitted if: (1) a practicable alternative exists that is less damaging to the aquatic environment or (2) the nation’s waters would be significantly degraded. What this means is when you apply for a permit, you must show that you have, to the extent practicable: Reasonably avoided all wetland impacts; Minimized potential impacts on wetlands; and Provide compensation for any remaining unavoidable impacts. CONCLUSION Based on our thorough assessment, we have concluded that 24.88‐acres of the target property is upland with 5.11‐acres of wetlands and other waters within the jurisdiction of the COE. Any proposal to develop the wetland portion of the property will require permits from the agency. We note that these calculations are based on an inspection boundary approximated from the county property appraiser depiction of the property boundary. An actual boundary survey may result in slightly different calculations. A wetland delineation performed by an ecological consultant represents the professional opinion of the scientist that performed the work. Only the regulatory agencies can establish a legal and binding jurisdictional boundary. Such can be obtained by submitting a permit application and waiting several months for processing. For the purposes of local government permitting (e.g. building permit) this letter should suffice. This report is intended for the sole use by the above listed addressee. Its contents may not be relied upon by other parties without the written consent of Biome Consulting Group. 850.435.9367 | 1300 West Government Street | Pensacola, Florida 32502 | www.biome.co This concludes our assessment of the target property. If you re quire additional information, assistance, or clarification, please give us a call at 850.435.9367. We look forward to being of assistance to you in the future. Sincerely, Biome Consulting Group Sean O’Toole Ecological Consultant Partner 2238.013 Co Rd 48 Attachment: Wetland Jurisdiction Map COUNTY RD 48 RIVER MILL DRSTEEL CREEK CT . THIS IS NOT A SURVEY WETLAND JURISDICTION MAPBALDWIN COUNTYCOUNTY RD 4846-06-14-0-000-002.000 :K s Z^KE APPROXIMATE ACREAGES UPLANDS : 24.88-ACRES WETLANDS : 5.11-ACRES 2235.013 CBO 9/1/2020 0 200100 Feet LEGEND INSPECTION BOUNDARY UPLANDS WETLANDS t:J CJ ~ Consulting Group IJOO Wf'St Government Sr. Pensa<olo. Fl. 31502 850.435.9367 www.b,ome.co 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 Table of Contents General Information ......................................................................................................................1 Hydraulic Analysis .........................................................................................................................1 Summary of Results .......................................................................................................................2 Water Quality Calculations ..........................................................................................................2 TSS Removal ..................................................................................................................................3 Down Stream Analysis ...................................................................................................................3 Appendix A ....................................................................................................................................... Vicinity & Drainage Maps .................................................................................................... Appendix B ....................................................................................................................................... HydroCAD Report ................................................................................................................. Appendix C ....................................................................................................................................... StormCAD Report Tables ...................................................................................................... Appendix D ....................................................................................................................................... Soil Information ..................................................................................................................... Appendix E ....................................................................................................................................... NOAA Atlas 14 Precipitation Tables .................................................................................... 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 1 | Page PROJECT DESCRIPTION Overland Townhomes includes sixteen (16) residential units located in Fairhope, Alabama. The total project site contains approximately 2.42 acres. The site is in Section 14 of Township 6 South, Range 2 East and is on the south side of Baldwin County Hwy-48 (Fairhope Avenue) approximately 0.07 miles east of State Hwy-181. The terrain of the site falls from west to east and discharges into an existing floodway, with elevations ranging from 89 ft to 81 ft. The site is wooded. A map showing the vicinity can be seen in Appendix A. Water will be collected in a series of inlets and underground drainage. The underground drainage will discharge into a proposed wet pond on the east side of the property before discharging into the floodway. PROPOSED HYDRAULIC ANALYSIS The SCS method for runoff estimation was used to develop the detention calculations for the project. NOAA has published intensity 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 calculated utilizing the SCS Time of Concentration Calculations for Sheet Flow, Shallow Concentrated Flow, and 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. StormCAD was used to analyze the closed drainage systems for the proposed project. 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. According to our post developed calculations, there will be no adverse effects from our development. SUMMARY OF RESULTS Analysis determined that the proposed detention pond is 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- 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 2 | Page 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 may be seen below. WATER QUALITY CALCULATIONS A = Area of the Site = 2.672 acres (site 2.42 acres + 0.252 off-site) I = Percentage of Imperviousness = 29.6% P = Rainfall treatment depth = 1.8 inches Rv = Runoff coefficient WQv = Water quality treatment volume Rv = 0.015 + 0.0092I = 0.015 + 0.0092 (29.6) = 0.287 WQv = P * Rv * A/12 = 1.8 inches * 0.287 * 2.672 / 12 = 0.115 ac-ft = 5,011 ft3 The water quality volume is provided within the Wet Pond Storage. The primary overflow orifice for the pond is set at an elevation of 82.00. The volume of the wet pond between an elevation of 78.00 feet and 82.00 feet is approximately 13,480 ft3. TSS REMOVAL The total suspended solids will be treated by the two wet ponds. Per the Subdivision Regulations, wet ponds have an 80% TSS removal efficiency. STORM EVENT FLOW RATES (cfs)PRE POST Discharge HW (POND1) 2 YEAR 3.41 3.08 ‐ 5 YEAR 5.49 4.62 ‐ 10 YEAR 7.63 6.74 ‐ 25 YEAR 11.15 10.14 84.47 50 YEAR 14.47 13.24 ‐ 100 YEAR 18.01 16.67 85.15 POND TOP ‐‐85.50 STUDY POINT 1 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 3 | Page DOWNSTREAM ANALYSIS The site discharges into a natural floodway that leads to Cowpen Creek. At the point where the run-off from our site enters the existing draw, the upstream drainage basin is approximately 398.40 acres. Our site is approximately 2.42 acres. Our site is 0.61% of the drainage basin at that point, which is less than 10%, which is the typical threshold for downstream analysis. August 24, 2021 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, AL 36532 Re: Overland Townhomes, MOP -Traffic Letter Dear Hunter: This letter is to serve as back up information as to why a Traffic Impact Study is not warranted for this project. According to the subdivision regulations a traffic impact study is required if a project will increase the average daily traffic by 1,000 trips or generate 50 trips or more during any peak hour period. Attached is the ITE Trip Generation Report. The proposed development will consist of 16 townhome units. When plugging 16 townhomes into the ITE Trip Generation Report, we come up with 93 daily trips and 8 peak hour trips. This does not meet the threshold for a traffic study. Please refer to the attached ITE Trip Generation Report. If you have any questions, please let me know. Sincerely, Larry Smith, PE larry@secivil.pro 880 Holcomb Blvd, Suite 2F Fauhope,Alabama36532 251-990-6566 880 Holcomb Blvd, Ste 2F Fairhope, Alabama 36532 251-990-6566 August 24, 2021 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, Alabama 36532 Re: Overland Townhomes, MOP– ADEM Letter Dear Hunter: This letter is to acknowledge that we are aware that an ADEM NPDES permit will be required for this project. We respectfully request that we be allowed to provide the ADEM permit at the time of permit submittal. If you have any questions, please let me know. Sincerely, Larry Smith, PE Partner Civil Engineering Surveying Overland Adjacent Property Owners Parcel Number Pin Owner Name Address City State Zip 05-46-06-14-0-000-001.53 2 14410 FST BISHOP, FLOYD A 10681 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-001.512 15180 FST LAMBER'rVENTURES LL C 11623 HALCYON LOOP DAPHNE AL 36526 05-46-06-14-0-000-001.514 15215 FST REWERTS, CURTIS 10563 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-001.514 15215 FST REWERTS, CURTIS 10563 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-003.000 17023 GRANT, CHAS W & GAYNELL B 10722 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-002.000 43640 HARRIS, ROBERTA U ETAL URBANEK, STEPHEN 10824 US HWY 98 FAIRHOPE AL 36532 05-46-06-14-0-000-001.57 4 121331 FST GULLETT, DARRELL W ETUX BRENDA B 10685 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-014.007 121344 WILLIAMS, JAMES W C/O FARMER, ELLA PO BOX 226 FAIRHOPE AL 36533 05-46-06-14-0-000-001.621 202834 FST BISHOP, WILLIAM AUSTIN ETAL ARNOLD, 10681 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-001.636 208401 FST KLEIN , BRUCE MICHAEL 19600 JACKSON LANE SILVERHILL AL 36576 05-46-06-14-0-000-001.643 214138 FST GULLETT, DARRELL W ETUX BRENDA B 10685 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-001.604 202737 FST FISHER, CATHERINE L 20222 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 605 202738 FST BARBER, NATHAN ALAN ETAL BARBER, SHE 20234 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001.606 202739 FST DORRIS, ROSS AND WIGGINS LL C 161 CLUBHOUSE CIR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 607 202740 FST COX, NATHAN W ETAL COX, CLARA 20258 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 608 202741 FST SLOAN, STEVEN D 3 72 PECAN AVE FAIRHOPE AL 36532 05-46-06-14-0-000-001.609 202742 FST SCOVIL, PAMELA ETAL SCOVIL, BROOKE 20282 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 610 202743 FST BURROUGHS, SHANNON 20294 RIVER MILL RD FAIRHOPE AL 36532 05-46-06-14-0-000-001. 611 202744 FST SCHILi NG, MICHAEL PATRICK ETAL SCHIL 20306 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 612 202745 FST FELTUS, HANNAH M 20318 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 613 202746 FST HILBERT1 JEANNE CLAIRE MILLER 12050 LAZZARI LANE DAPHNE AL 36526 05-46-06-14-0-000-001. 614 202747 FST POLITO, DANIEL 20342 RIVER MILL DRIVE FAIRHOPE AL 36532 05-46-06-14-0-000-001. 615 202748 FST RIVER MILL HOMEOWNER'S ASSOCIATION I PO BOX 167 FAIRHOPE AL 36533 05-46-06-14-0-000-001. 5 7 5 202709 FST RM DEVELOPMENT CORPORATION C/O CRAIG DYAS 23210 U S HWY 98 FAIRHOPE AL 36532 05-46-06-14-0-000-001.576 202710 FST RIVER MILL HOMEOWNER'S ASSOCIATION I PO BOX 167 FAIRHOPE AL 36533 05-46-06-14-0-000-001.583 202717 FST ELLIS, CHRISTOPHER ETAL ACKERMAN, TH 10462 STEEL CREEK CT FAIRHOPE AL 36532 05-46-06-14-0-000-001.584 202718 FST DILLON, JOSHUA LEE ETAL DILLON, MERE 20367 RIVERMILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001.802 261658 FST RIVERSTATION PROPERTY OWNERS ASSOCIA 407 POMELO ST FAIRHOPE AL 36532 05-46-06-14-0-000-001.803 261659 FST NOWLIN, KEVIN ETAL FORESTER, CATHLEE 20307 NORTHWOOD STREET FAIRHOPE AL 36532 DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACTPRODUCERNAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: PRODUCER CUSTOMER ID #: INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDL SUBRINSR POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITSPOLICY NUMBERLTR (MM/DD/YYYY) (MM/DD/YYYY)INSR WVD GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTEDCOMMERCIAL GENERAL LIABILITY $PREMISES (Ea occurrence) CLAIMS-MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER:PRODUCTS - COMP/OP AGG $ PRO-$POLICY LOCJECT COMBINED SINGLE LIMITAUTOMOBILE LIABILITY $(Ea accident) ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $(PER ACCIDENT)HIRED AUTOS $NON-OWNED AUTOS $ UMBRELLA LIAB EACH OCCURRENCE $OCCUR EXCESS LIAB CLAIMS-MADE AGGREGATE $ $DEDUCTIBLE $RETENTION $ WC STATU- OTH-WORKERS COMPENSATION TORY LIMITS ERAND EMPLOYERS' LIABILITY Y / NANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $N / AOFFICER/MEMBER EXCLUDED? (Mandatory in NH)E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMIT $DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORDACORD 25 (2009/09) OP ID: RS 08/11/2021 ALABAMA INSURANCE EXCHANGE 2032 VALLEYDALE ROAD BIRMINGHAM, AL 35244 A. RONALD SIMPSON SECIV-1 S.E. CIVIL, LLC. LARRY SMITH 880 Holcomb Blvd., Unit 2-F FAIRHOPE, AL 36532 COLONY SPECIALTY INS. CO.39993 THE HANOVER INSURANCE GROUP 22292 B PROFESSIONAL LIAB LHA H257800 01 04/30/2021 04/30/2022 EACH CLM 1,000,000 AGGREGATE 2,000,000 CIVIL ENGINEERING SERVICES & SURVEYING SERVICES CITYFAI CITY OF FAIRHOPE 555 N. Sections Street FAIRHOPE, AL 36532 ACORD'" I ~ I '--- '---□ □ '--- '--- '--- n n n '--- '--- '--- '--- '--- '--- '---H '--- I I l □ I 880 Holcomb Blvd, Suite 2F Fairhope, Alabama 36532 251-990-6566 August 9, 2021 Re: Overland Townhomes 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. 68 V Pay Dirt, LLC is requesting city approval for Overland Townhomes. This development will consist of 16 residential units. The property is located on the south side of Fairhope Avenue and east of River Mill Subdivision. The parcel number of the property is 05-46-06-14-0-000-002.000. S.E. Civil Engineering will hold a Community Meeting at 12:00 PM at our office at 880 Holcomb Boulevard, Suite 2F, in Fairhope, Alabama, on August 18, 2021. The meeting will be held outdoors to allow for social distancing. In the event of inclement weather, please call our office for an alternative location. Should you have any questions or concerns, please contact me at (251)-990-6566. Sincerely, Larry Smith, PE larry@secivil.pro GRAVELDRIVE1/2" CRS(CA-0951-LS) 1/2"CRF (FAIRHOPE) 1/2"CRF (FAIRHOPE) 1/2"CRF (FAIRHOPE) 1/2"CRF (FAIRHOPE) 1/2"CRF (FAIRHOPE) 1/2"CRF (FAIRHOPE) 5/8"CRF (MOORE) 5/8"CRF (MOORE) 5/8"CRF (MOORE) 5/8"CRF (MOORE) 5/8"CRF (MOORE) 5/8"CRF (MOORE) 5/8"CRF (MOORE) 5/8"CRF(MOORE) 5/8"CRF (MOORE) 5/8"CRF(MOORE) 15-1/2"X26" RCAPINV 85.54' 6'X4' GRATE INLETTOP 88.05'(SILTED IN)INV 86.08'22-1/2"X36-1/4" RCAP15-1/2"X26" RCAPINV 85.54' 6'X4' GRATE INLETTOP 88.05'(SILTED IN)INV 86.08'22-1/2"X36-1/4" RCAPOHUL OHUL OHUL OHUL OHUL OHUL OHUL OHULOHULOHUL OHULOHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHULTELEPHONE05-46-06-14-0-000-001.514 PIN: 15215FST REWERTS, CURTIS10563 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-001.514 PIN: 15215 FST REWERTS, CURTIS10563 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-001.532 PIN: 14410FST BISHOP, FLOYD A 10681 CO RD 48 FAIRHOPE AL 36532 FST GULLETT, DARRELL W ETUXBRENDA B 10685 CO RD 48FAIRHOPE AL 36532 LOT 1 FST NOWLIN, KEVIN ETALFORESTER, CATHLEE20307 NORTHWOOD STREET FAIRHOPE AL 36532 LOT 16FST JORDAN, THOMAS M ETUX JUDI A20310 NORTHWOOD STFAIRHOPE AL 36532 05-46-06-14-0-000-001.512 PIN: 15180 FST LAMBERT VENTURES L L C11623 HALCYON LOOP DAPHNE AL 36526 FST R M DEVELOPMENT CORPORATION C/O CRAIG DYAS23210 US HWY 98FAIRHOPE AL 36532 05-46-06-14-0-000-001.621 PIN: 202834FST BISHOP, WILLIAM AUSTINETAL ARNOLD, 10681 CO RD 48FAIRHOPE AL 36532 05-46-06-14-0-000-003.000 PIN: 17023GRANT, CHAS W & GAYNELL B10722 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-014.007PIN: 121344 WILLIAMS, JAMES W C/O FARMER, ELLA PO BOX 226FAIRHOPE AL 36533 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 FST RIVERSTATION PROPERTYOWNERS ASSOCIA 407 POMELO STFAIRHOPE AL 36532FST RIVERSTATION PROPERTY OWNERS ASSOCIA PARCEL "A"FST RIVER MILL HOMEOWNER'SASSOCIATION IP O BOX 167FAIRHOPEAL 36533LOT 1 LOT 7LOT 6 FST ELLIS, CHRISTOPHERETAL ACKERMAN, TH14-A TWIN ECHO CTFAIRHOPEAL 36532PARCEL "C"FST RIVER MILL H.O.A.ZONING: R-3RIVER MILL (SLIDE 1541-B)xxxxxxxxxxxxxxxxxxDumpster 35'75'75'min.30.0'min.20.0'min.34" 30" 38"36"24" 48" 30"42" 28" 36" 48" 48" 56" 26" 26"20" 24"24" 48" 20" 24" 39" 30" 38" 34" 26" 26" 26" 54"38" 48" 36" 20" 20" 24"20"24" 22"38" 34" 34" 24' 48" 20" 52" 48"38" 24"20"20"20"20"24"38" 24 24" 28"30" 27"26" 36" 18" 36" 28" 36" 40" 10"10" TOP 87.89' INV 80.48' 10"10" TOP 88.45' INV 79.99' 10" S S S S S TOP 85.96 INV 80.41 TOP 88.4 INV 82.5 TOP 104.2 INV 93.7 GV 878889909192939495969899100101102103101 102 100999798959 6 979892 93 94 99100101102103 1051041051041031029 6 97 98991001019091929 3 9 4 8586878885 8 6 87 8 8 89 9 0 91 92949596989910010192 9 3 94 9 5 96979899100101103104 101 102 103 97 98 99 100 888990919293 949 5 96 97 91 92 9 3 94 95828384858687888 9 92838485868 7 88 89 90 91 93 94 95 96 97 98 99 100 101 102 104 1051061 0 7105106 10789 909192 93940.2 AC "X" UN S H A D E D "AE""AE""X" UNSHADED"X " UNSHADED "AE "F L O O D W A YF L O O D W A Y 83 FT. 84 FT.85 FT."X" UNSHADED"AE"30 FT. WETLAND BUFFER30 FT . WETLAND BUFFER30 FT. WETLAND BUFFER30 FT. WETLAND BUFFER20 FT. BUFFER LOT 622.42 AC Mail Bench 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Park 23 242526 28 29 3 0 31 3233343536 37 38 39 40 41 4243444546 47 48 49 50 51 5253545556 57 58 59 60 61 OVERLANDDRIVE50 FT. R/WFERDINAND A V E . 50 FT. R/W HUDSON LOOP 5 0 F T . R / W MERIWETHER CT.50 FT. R/W HUDSON LOOP 5 0 F T . R / W 27 10 FT. BUFFER10 FT. BUFFER15 FT. COMMON AREA 20 FT. BUFFER 15 FT. COMMON AREA 20 FT. BUFFER20 FT. BUFFER 10 FT. BUFFERMIN. 10 FT. BUFFERSHALL BE MAINTAINEDHUDSON LOOP 40 FT. R/WRIVER MILL DR 60 FT. R/W STEEL CREEK CT50 FT. R/W BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 80 FT. R/W NORTHWOODST.RIVERMILL DR.I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. COMMENCE AT A RAILROAD SPIKE AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH RANGE 2 EAST, BALDWIN COUNTY, ALABAMA, AND RUN THENCE SOUTH 00 DEGREES 20 MINUTES 38 SECONDS WEST, A DISTANCE OF 40.00 FEET TO A CAPPED REBAR (FAIRHOPE) ON THE SOUTH RIGHT-OF-WAY OF FAIRHOPE AVENUE, SAID POINT ALSO BEING THE NORTHEAST CORNER OF RIVER MILL UNIT 1, AS SHOWN BY MAP OR PLAT THEREOF RECORDED AT SLIDE 1541-B, BALDWIN COUNTY PROBATE RECORDS,FOR THE POINT OF BEGINNING; CONTINUE THENCE SOUTH 00 DEGREES 20 MINUTES 38 SECONDS WEST, ALONG THE WEST LINE OF SAID RIVER MIL UNIT 1, A DISTANCE OF 532.55 FEET TO A CAPPED REBAR (MOORE); THENCE RUN SOUTH 00 DEGREES 22 MINUTES 09 SECONDS WEST, CONTINUING ALONG SAID WEST LINE OF RIVER MILL, A DISTANCE OF 751.65 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN SOUTH 89 DEGREES 43 MINUTES 52 SECONDS EAST, A DISTANCE OF 1041.41 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 1285.40 FEET TO A CAPPED REBAR (FAIRHOPE) ON THE AFOREMENTIONED SOUTH RIGHT-OF-WAY OF FAIRHOPE AVENUE; THENCE RUN NORTH 89 DEGREES 47 MINUTES 51 SECONDS WEST, ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 1040.47 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 30.70 ACRES, MORE OR LESS. ______________________________________ DAVID E DIEHL AL. P.L.S. NO. 26014 DATE SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL. B AAMALA H LD E.D IEDAVI NO.26014LDESNECIPROFESSIONAL UR E YV O RS LAND Civil (251) 990-6566 880 HOLCOMB BLVDFAIRHOPE, AL 36532 Engineering & Surveying OWNER DEVELOPER: SPANISH FORT AL 36527 68V PAYDIRT, LLC 29891 WOODROW LANE, SUITE 300 PARCEL NO: 05-46-06-14-0-000-002.000 45% 1,600 SF 30 FT 7,087 SF NONE 61 3,468 LF CITY OF FAIRHOPE CITY OF FAIRHOPE BALDWIN EMC AT&T 30.70 AC 11,338 SF 6,500 SF 25 FEET 25 FEET 5 FEET 20 FEET REQUIRED SETBACKS: ELECTRIC SERVICE: TELEPHONE SERVICE: S.F. LOTS: LIN. FT. STREETS: CURRENT ZONING: REAR: WATER SERVICE: SEWER SERVICE: SIDE STREET: FRONT: TOTAL AREA: COMMON AREAS: LARGEST SF LOT: SMALLEST LOT: SITE DATA AVG LOT: MAX BLDG HEIGHT: MAX COVERAGE: MINIMUM HOUSE: (PRINCIPAL STRUCT) P.U.D.PROPOSED ZONING: 6,500 SFMINIMUM LOT: 16M.F. UNITS: 77TOTAL UNITS: 2.51 / AC.DENSITY: 2.42 AC (T.H. PARCEL)LARGEST LOT: 14.89 AC (49%) SIDE: ROBERTA U. HARRIS, STEPHEN JOHN URBANEK II, AND MARGARET URBANEK DUNNAM 10824 U.S. HWY 98 FAIRHOPE AL 36532 LAND USE PERCENTAGES Single Fam. (Residential) Townhome (Residential) Wetlands Ponds Upland Open Space Buffers T O T A L 13.55 Ac 0.85 Ac 5.16 Ac 1.5 Ac 8.57 Ac 1.07 Ac 30.7 Acres 44% 3% 17% 5% 28% 3% 100% PROPERTY LIES IN FLOOD ZONE "X", "X-SHADED", "AE" AND A FLOODWAY AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER 01003C0664M, COMMUNITY NUMBER 015000, PANEL 0664, SUFFIX "M", DATED APRIL 19, 2019. FLOOD STATEMENT 13 13 46 30 ChurchShoreEastern Church Fairhope CemeteryFriends alocasneP 22 14 1211 10 104 181 GREEN SPACE DENSITY CALCULATION 30.70 TOTAL GROSS ACRES -11.19 R.O.W., DETENTION & WETLANDS 19.51 ACRES 77/19.51 = 3.94 UNITS PER ACRE (G.S. DENSITY) 15% REQUIRED (4.61 AC.) QUALIFYING GREEN SPACE CALCULATION 8.57 UPLAND AREAS 0.45 30% OF PONDS 9.02 TOTAL ACRES (29.4% OF TOTAL SITE) N 0 50 100 200 100 SCALE TYPICAL LOT 50'130'25'BSL 25'BSL5'BSL5'BSL40'x80'Pad OVERLAND A PLANNED UNIT DEVELOPMENT SURVEYOR'S CERTIFICATE VICINITY MAP 1" = 1 MILE SITE ~o 01 ·1:J -Z.O:ll Overland Townhomes Subdivision Community Meeting Meeting Notes Meeting Date: August 18, 2021 Meeting Time: 12:00 PM Meeting Location: SE Civil, LLC 880 Holcomb Blvd Suite 2F Fairhope, AL 36532 Hosted By: Larry Smith, PE, S.E. Civil In Attendance Larry Smith, PE, and Megan Smith, Administrative Assistant with SE Civil, LLC. No adjacent property owners or citizens from the community were present. The former property owners, Stephen J. Urbanek and Roberta Harris were in attendance. The property belonged to their father. Please see attached sign-in sheet. Larry Smith, the civil engineer, began the meeting by showing the new site plan for the 16 townhomes. Mr. Urbanek wanted clarification on the timing of the phases being built. Larry explained that the townhomes would be built at a later date but due to the permitting process, we have to get the paperwork going. Overland has already begun construction of the first phase of the neighborhood. Larry also confirmed that the trail and boardwalk will be built in the second phase. Mr. Urbanek and Mrs. Harris asked about the plaque that they have requested honoring their father. The developer plans to install a plaque on the walking bridge during phase 2. Larry ended the meeting at 12:15 when all of the attendees’ questions had been answered. Larry thanked them for attending the meeting. He offered for them to reach out via phone or email if they thought of any more questions. Next Steps: • City of Fairhope Planning Commission will present the MOP application on Monday, October 4, 2021 at 5 PM. Attachment: • Sign In Sheet ~ , ~giYi! Surveying Overland Townhomes Property Signature Email Address BARBER, NATHAN ALAN ETAL BARBER, SHE 20234 RIVER MILL DR FAIRHOPE, AL 36532 BISHOP, FLOYD A 10681 CO RD 48 FAIRHOPE, AL 36532 BISHOP, WILLIAM AUSTIN ETAL ARNOLD 10681 CO RD 48 FAIRHOPE, AL 36532 BURROUGHS, SHANNON 20294 RIVER MILL RD FAIRHOPE, AL 36532 COX, NATHAN W ETAL COX, CLARA 20258 RIVER MILL DR FAIRHOPE, AL 36532 DORRIS, ROSS AND WIGGINS LLC 161 CLUBHOUSE CIR FAIRHOPE, AL 36532 DILLON, JOSHUA LEE ETAL DILLON, MERE 20367 RIVERMILL DR FAIRHOPE, AL 36532 ELLIS, CHRISTOPHER ETAL ACKERMAN, TH 10462 STEEL CREEK CT FAIRHOPE, AL 36532 Overland Townhomes FELTUS, HANNAH M 20318 RIVER Mill DR FAIRHOPE, Al 36532 FISHER , CATHERINE L 20222 RIVER Mill DR FAIRHOPE, Al 36532 GRANT, CHAS W & GAYNELL B 10722 CO RD 48 FAIRHOPE, Al 36532 GULLETT, DARRELL W ETUX BRENDA B 10685 CO RD 48 FAIRHOPE , AL 36532 HARRIS , ROBERTA U ETAL URBANEK, h A-~~. _,,.A.,' -) STEPHEN -~---ll'TT""-- 10824 US HWY 98 Yl.-7. ~ FAIRHOPE, Al 36532 -,.,.,. - HILBERT, JEANNE CLAIRE MILLER 12050 LAZARI LANE DAPHNE , AL 36526 KLEIN, BRUCE MICHAEL 19600 JACKSON LANE SILVERHILL, Al 36576 LAMBERT VENTURES, LLC 11623 HALCYON LOOP DAPHNE, AL 36526 Overland Townhomes Property Signature Email Address NOWLIN, KEVIN ETAL FORESTER,CATHLEE 20307 NORTHWOOD ST FAIRHOPE, AL 36532 POLITO, DANIEL 20342 RIVER MILL DR FAIRHOPE, AL 36532 REWERTS, CURTIS 10563 CO RD 48 FAIRHOPE, AL 36532 RIVER MILL HOMEOWNER'S ASSOCIATION I PO BOX 167 FAIRHOPE, AL 36532 RIVERSTATION PROPERTY OWNERS ASSOCIATION 407 POMELO ST FAIRHOPE, AL 36532 R M DEVELOPMENT CORPORTAITON C/O CRAIG DYAS 23210 US HWY 98 FAIRHOPE, AL 36532 SCHILING, MICHAEL PATRICK ETAL SCHIL 20306 RIVER MILL DR FAIRHOPE, AL 36532 SCOVIL, PAMELA ETAL SCOVIL, BROOKE 20282 RIVER MILL DR FAIRHOPE, AL 36532 Overland Townhomes SLOAN, STEVEN D 372 PECAN AVE FAIRHOPE, AL 36532 WILLIAMS, JAMES W C/O FARMER ELLA PO BOX 226 FAIRHOPE, AL 36533 ADDITIONAL ATTENDEES: ATO 2155 OLD SHELL RD Suite MOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.com ATO 2155 OLD SHELL RD Suite MOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.com September 08, 2021 Larry Smith S. E. Civil Engineering 880 Holcomb Blvd. Fairhope, Alabama 36532 RE: Overland Townhomes - PPIN 43640 Dear Mr. Smith: This letter is in response to your request for information on the availability of service at the above proposed development by AT&T. This letter acknowledges that the above referenced development is located in an area served by AT&T. Any service arrangements for the proposed development 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 the Overland Townhomes. Please contact me at the phone number included in this letter with any questions. Thank you for contacting AT&T. Sincerely, Wade Mitchell MGR OSP Planning & Engineering Design 18110 Eureka Dr. Foley, AL 36535 To whom it may concern, September 8, 2021 This letter is to inform you that Waste Management located at 18110 Eureka Dr. Foley, AL 36535, will be providing garbage pickup service for Overland Townhomes located in Fairhope, AL parcel pin # 43640. If you have any questions, please give me a call at (251) 424‐5206. Sincerely, Katie Watts Waste Management kwatts@wm.com (251) 424‐5206 ® WASTE MANAGEMENT September 14, 2021 Larry Smith, P.E. S.E. Civil, LLC 880 Holcomb Blvd. Suite 2-F Fairhope, AL 36532 Re: Overland Townhomes (16 units) Dear Mr. Smith: This letter is to confirm that the referenced development is in Baldwin E.M.C.’s service territory. 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 wanting underground power: 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 5 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 251-989-0151. Sincerely, Brian Seals Manager of Engineering BS/ss BALDWIN EMC Your To uchstone Energy" Cooperative ~~ -P.O. Box 220 Summerdale, AL 36580-0220 (251) 989-6247 www.baldwinemc.com Frank Bishop Mr. Bishop called on 9/24/2021 and stated that he had seen the Subdivision Request sign on County Road 48 for the Overland Subdivision/Overland Townhomes. He does not think that our infrastructure can handle more subdivisions. He also had concerns about traffic as traffic is already bad on County Road 48 and a lot of people speed. RIVERMILLDRLOWRY DR COUNTY RD 48 ORLEANS DR FAIRHOPE AV R O YAL LN MARGARET DR JMICHAELSTSALVADOR STBLUEBERRY LNNORMANDY STKNOLLWOOD AV STEEL CREEK CT IDLEWILD DRBRECKIN DRMCNIEL DAVIS LN BROWNING LNELEANO RCTMARILYN AV PETZ AV FALLS CREEKSTSAINT CHARLES CT MARION CTSTATE HWY 181City of FairhopePlanning Commission October 4, 2021 ¯STATE HWY 181FAIRHOPE AV COUNTY RD 48 SD 21.41 - Aldi Subdivision Legend COF Corp. Limits B-2 - General Business District B-4 - Business and Professional District PUD - Planned Unit Development R-1 - Low Density Single-Family R-2 - Medium Density Single-Family R-3 - High Density Single-Family R-A - Residential/Agriculture District COF Planning Jurisdiction ¯ ¯ ^ Project Name: Aldi SubdivisionSite Data: 7 acres +/-Project Type: 5 Unit Multiple Occupancy ProjectJurisdiction: Fairhope Planning JurisdictionZoning District: UnzonedPPIN Number: 248109 & 211347General Location: Northeast corner of the intersection of County Road 48 and State Highway 181Surveyor of Record: Engineer of Record: Kimley HornOwner / Developer: FST Aldi, IncSchool District: Fairhope East Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ ConditionsPrepared by: Mike Jeffries 1 SD 21.41 Aldi MOP – October 4, 2021 Summary of Request: The applicant is FST, ALDI, Inc. Dave Hassen with Kimley Horn and Associates is the Authorized agent for the project. This application is for a 5-unit Multiple Occupancy Project containing approximately 7 acres and is located at the northeast corner of the intersection of County Road 48 and State Highway 181, to be known as the ALDI Subdivision. The property is unzoned Baldwin County but lies within the Planning Jurisdiction of Fairhope and is being reviewed as a Multiple Occupancy Project (MOP) under the City of Fairhope’s Subdivision Regulations. This application is for preliminary approval. If approved an application for final MOP approval must be submitted to close out the project and record any necessary documents. Comments: - Traffic Study: A full traffic study was conducted and recommends three driveways: All recommended traffic improvements shall be installed prior to Final MOP approval and will require appropriate permits through ALDOT and Baldwin County Highway Department (BCHD). - Drainage: Water will be collected in a series of inlets, underground drainage pipes, and ditches. The underground drainage will discharge into the proposed wet pond on the east side of the property. Once capacity of the wet pond is reached, the stormwater will be conveyed to an existing ditch on the northside of the property. Post-development flow is less than pre-development flow. o Drainage entering ALDOT and BCHD ROW’s will also be reviewed by those authorities. o Drainage study accounted for future development and any deviation may require an engineer to verify the adequacy of the installed drainage network. - Landscaping as shown on landscaping plans shall all be installed before application for final MOP. - 10% greenspace is required resulting in 30,000 SF. 20,000 SF will be provided with the construction of the first unit. The remainder shall be installed with final build out. - Sidewalks along Fairhope Avenue and HWY 181 as shown on pedestrian plan shall be installed before application for final MOP. - Utilities: o Electric – Baldwin EMC o Gas, Water, Sewer – Fairhope, required upgrades and any required easements have been discussed. Any Aid to Construction will be required at time of permitting. o Garbage will be Baldwin County Solid Waste or a private company. Staff Recommendation: Approve with the following conditions: 1. Future Development shall contain a minimum of 9,717 SF designated as greenspace that does not include portions of land used for drainage. 2. The plat for the property shall be amended to satisfy Baldwin County Comments. 3. Applicant shall provide a signed Memorandum of Transmittal from Baldwin County. • Prop ose d Site Dr ivew ay 1 o On th e site , constr uct a fu ll-movement sto p-con trolled dr ivew ay wi th one (1) ingress la ne ente r ing the s it e and two (2 ) eg ress lanes ex it ing th e site , pe r t he s ite plan. • Propose d S ite Dr ivew ay 2 On the site , constr uct one (1) ingress la ne e nte r ing the site and one (1 ) eg ress lane ex it ing the site , per th e si te plan . • Propose d S ite Drivew ay 3 o On th e s ite , co nstr uct one (1) ingress lane en ter ing t he site , pe r th e si te plan . T10128367DETENTIONPONDTOP: 108BOT: 99NWL: 1047666661012COUNTY ROAD 48(AKA FAIRHOPE AVE)(80' R.O.W.)STATE HIGHWAY 181 (80' R.O.W.)RANCEALDI FAIRHOPEPREPARED FORALDI INC.SITE PLANC-300••Know what'sRNORTH#T¢ lliO q I I I I I I ~I - -- -~ -:::. -..,,,,,, ~M :::..-=----=--=--=--=--=----=--=--=-:::. -=---------------_J -l ~! i - - - - -J I I - - - --.....,.,, .. - - - - - -WSETBACKPER SLIDE 2067-F - - - - - - -7 I I I I I I ! p vi) I =•ru ....... {/) C c:, 01 Y1 24" PMITED 910P BAR ■lHS'RP 9llN (T'!P,) ... ~ID.VY CUTY ASPHALT PA\OIENT""' R50' / _______________ _j_ ________ ----. ____ _ R20' R50' R50' ~f£AWDU1Y"5PHALTPA\OIENT1""'--..... Version 7.0 Protot)Pe R40' ,.. ~~ _J 7 138'-----l----+---l 12 I i I " 0 "' --J I ., Left Hand Entry, Side Dock 21,720 sq.ft. INOLUOING CANOPY C.nopy Sq. Ft.: 1,278 Building Sq. Ft.: 20,442 RN FLOOR: 110.00' ~ j-->•' I CUTTER,P£RM.DOT IMIIEXflD07(1'1'1") I =•ru~• 24°PAINTEDSTOP■Alt--'MTHSTOPSICN(T'IP.) R.3'ql!EH'IDIIANT 3' .,·a·,,. RB' 8' -w u RJ' J R3' 1-19' R3' L JQ'..SefBACK ..ffR. ~E 2 67-F ~WONUIIENTSGIN(Atl'Dt TOMQll£CT\lt,\Ll'I..ANS FIii: DCTAl.5) ---------24' S89"46'10"E 571.19' • I rCIJIIISKDINECTIONAI. _L !lllifrl,\f;[ (lD'T) I J ~~ I _______ _j__~)(~-➔)~(~=~ :;: GRAPHIC SCALE IN FEET 0 15 30 60 LEGEND --- - -PROPERTY LINE BUILDING SETBACK 0 PARKING STALL COONT □ TRANSFORMER PAD SIGN <I 0: ¢ t c::==::J c::==::J c::==::J BOLLARD FIRE HYDRANT EXISllNG FIRE HYDRANT EXISTING POWER POLE EXISTING PAVEMENT MARKING STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PA\ID.AENT HEAVY DUTY CONCRETE PAVEMENT CONCRETE SIDEWALK SITE DATA ADDRESS: ZONING DISTRICT: NEC FAIRHOPE AVE AND STATE HIGHWAY 181, FAIRHOPE, AL NO ZONING (BA.LD'MN COUNTY) SJlt....ABEAc NORTH SIDE: SOUTH SIDE: TOTAL SITE AREA: PROf0SfD SITF COYFBAGF· SITE AREA: BUILDING AREA: IMPERVIOUS AREA: PERVIOUS AREA: FIJlllBF SIJF COYFBAGF· SITE AREA.: IMPERVIOUS AREA.: PERVIOUS AREA: BIHi PING SETBACKS· NORTH EA.ST SOUTH WEST PARKING CAI ClH ADON· 144,756 S.F. (3.23 AC.) 155,0-45 S.F. (3.56 AC) 299,801 S.F. (6. 79 AC.) 155,045 S.F. 21,720 S.F. 104,746 S.F. 50,299 S.F. 1~,756 S.F. 97,504 S.F. 47,252 S.F. llEllUlllEll. 10' 30' 30' 60' (3.56 AC) (0.50 AC) (2.41 AC) (1.15 AC) (3.23 AC) (2.23 AC) (1.00 AC) eJlllWlEll. 35.79' 137,97' 126.46' 228.23' 1 SPA.CE PER 200 SF (20,442 SF) • 103 SPACES PARKING SIINMABY· STANDARD ACCESSIBLE IOIAL 101 • 105 100.00" 14.04,C 67.56X 32.44X 100.00,C 67.36" 32.64,C below. Call before you dig. i"1 z w 2 2 0 0 i'= u CL 0 :,a O' w CL C: 00 '-~ 0 ! :c ~ g· ;,..,_ ~ ~ I -E ~ ~ ~ 0 ■-~ ~ 00 w ~ 0 ~ w 0 .w c-m oC :;;: cS n 0 ~ ~ z "' D f-OJ " en I coo " 'i' 2 en 70 0 U1 oo WN O' c-f-" en "-w ;'; '° s: ~ s: c-~ ; ~::: m ~ SHEET NUMBER en z () en ~ 0 z ~ " en 2 w Q_ 0 :r: Cl' <t LL LL 0 >-f-u ALDI FAIRHOPEPREPARED FORALDI INC.COVER SHEETC-000••Know what'sRCONSTRUCTION PLANSFORALDI FAIRHOPELIST OF CONTACTSPROJECT TEAMAPPLICANTALDI, INC. OF ALABAMA2800 POST OAK BLVD., SUITE 4200HOUSTON, TX 77056(931) 205-8364DAVE.HASSEN@ALDI.USCIVIL ENGINEERMATTHEW S. GILLESPIE, P.E.KIMLEY-HORN AND ASSOCIATES, INC.189 SOUTH ORANGE AVENUE, SUITE 1000ORLANDO, FLORIDA 32801(407) 898-1511LANDSCAPE ARCHITECTRAY STRYCHALSKI, P.L.A.KIMLEY-HORN AND ASSOCIATES, INC.445 20TH STREET, SUITE 200VERO BEAC, FL 32960(7772) 794-4100ELECTRIC PROVIDERBRIAN SEALSBALDWIN EMC21801 UNIVERSITY LANEORANGE BEACH, AL 36561(251) 989-0154BRIAN.SEALS@BALDWINEMC.COMSTORMWATERERIK CORTINASCITY OF FAIRHOPE ALABAMA555 S SECTION ST. FAIRHOPE, AL 36533(251) 990-0141WATERTIM MANUELFAIRHOPE WATER & WASTEWATER300 N CHUCH STREETFAIRHOP, AL 36532PHONE: (251) 620-7147FAX: (251) 990-0193NATURAL GAS PROVIDERTERRY HOLEMANFAIRHOPE GAS DEPARTMENT555 S. SECTION STREETFAIRHOPE, AL 36533(251) 990-8003TERRY HOLEMANPLANNING AND ZONINGMARY BOOTHBALDWIN COUNTY PLANNING AND ZONING22251 PALMER STREETROBERTSDALE, AL 36567 972-8531MBOOTH@BALDWINCOUNTYAL.GOVENGINEERINGERIK CORTINASCITY OF FAIRHOPE ALABAMA555 S SECTION ST. FAIRHOPE, AL 36533(251) 990-0141SANITARY SEWERFAIRHOPE WATER & SEWER DEPARTMENT555 S. SECTION STREETFAIRHOPE, AL 36533(251) 928-8003BUILDING DIVISIONERIK CORTINASCITY OF FAIRHOPE ALABAMA555 S SECTION ST. FAIRHOPE, AL 36533(251) 990-0141ALDOTMIKE SMITHALABAMA DEPARTMENT OF TRANSPORTATIONP.O. BOX 303050MONTGOMERY, AL 36130(251) 470-8273SMITHMI@DOT.STATE.AL.USLOCATED INCITY OF FAIRHOPE, ALABAMASECTION 14, TOWNSHIP 6S, RANGE 2EENVIRONMENTAL CONSULTANTLORI PARKERECS SOUTHEAST, LLP133 W. OXMOOR ROAD, SUITE 205BIRMINGHAM, AL 35209(615) 885-4983LPARKER@ECSLIMITED.COMVICINITYN.T.S.GEOTECHNICAL CONSULTANTDAVID G. MARSH, P.E.ECS SOUTHEAST, LLP133 W. OXMOOR ROAD, SUITE 205BIRMINGHAM, AL 35209(205) 588-509DMARSH@ECSLIMITED.COMNORTHSURVEYORWILLIAM LAWLERLAWLER AND COMPANY, INC.2879 CLAUDIA LANETHEODORE, AL 36582(251) 661-9411FAX: (251) 661-9177WILL@LAWLERPLS.COMPREPARED BY:FAIRHOPE AVEPROJECT LOCATIONNE CORNER OF COUNTY HWY 48 AND STATE HWY 181FAIRHOPE, AL 36532 STATE HWY 181OBERG RDPROJECT LOCATION(CITY OF FAIRHOPE)PARCEL ID: 248109INDEX OF SHEETSSHEET NUMBER SHEET TITLEC-000 COVER SHEETC-001GENERAL NOTESC-100EROSION AND SEDIMENT CONTROL PLAN - PHASE 1C-101EROSION AND SEDIMENT CONTROL PLAN - PHASE 2C-102EROSION CONTROL DETAILSC-200EXISTING CONDITIONS AND DEMOLITION PLANC-300SITE PLANC-400PAVING, GRADING AND DRAINAGE PLANC-401PAVING, GRADING AND DRAINAGE DETAILSC-402PAVING, GRADING AND DRAINAGE DETAILSC-403PAVING GRADING AND DRAINAGE DETAILSC-500UTILITY PLANC-501UTILITY PLANC-502UTILITY DETAILSC-600LIFT STATION PLANPROJECT LOCATIONAERIAL PHOTOGRAPHN.T.S.NORTH9/15/2021COUNTY HWY 48Matthew S. Gillespie, P.E. State of AlabamaProfessional Engineer, License No. 34176This item has been electronically signed andsealed by Matthew S. Gillespie, P.E. usinga Digital Signature.Printed copies of this document are notconsidered signed & sealed and thesignature must be verified on any electroniccopies.Digitally signed by Matthew S GillespieDN: CN=Matthew S Gillespie, OU=A01410D00000170B046BED60000B085,O=KIMLEY-HORN AND ASSOCIATES INC, C=USReason: I am approving this documentDate: 2021.09.15 19:02:03-04'00'"' -· 3 -~ ~ ~ :::c: 0 .., ::, /--ff''.}>--_ :¥r;,, eJ '0·-.Y:. l\\)::JP ~@-o' CT al CD '< 0 g :e 0 0... ~-z C <: m c; Al I CITY OF FAIRHOPE ~:~;;g~~c; ucENsrn PRoFEss,oNAL K• I )),'\. H DATE MATTHEWS, GILLESPIE, 1m ey 7 orn P.E 2021 KIMLEY-HORN AND ASSOCIATES, INC ALABAMA LICENSE NUMBER 34176 189 SOUTH ORANGE AVENUE, STE 1000, ORLANDO, FL J2801 PHONE: 407-898-1511 ALABAMA WWW.KIMLEY-HORN.COM CA 00000511 ALDI FAIRHOPEPREPARED FORALDI INC.GENERAL NOTESC-001••Know what'sRCONTRACTOR RESPONSIBILITIES:DEMOLITION INFORMATION:SITE INFORMATION:EROSION AND SEDIMENT CONTROL INFORMATION:CONCRETE INFORMATION (SITE WORK ONLY):STORM SEWER NOTES:REINFORCING STEEL INFORMATION (SITE WORK ONLY):PAVEMENT INFORMATION:CLEARING AND GRUBBING:••••••••••GRADING NOTES:iii Ts =11 31:: -:: )_: ;It "Is ~12, 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHAii BE RESPONSIBI E FOR· A. THE CONTRACTOR SHALL VERIFY ALL PROPOSED AND EXISTING CONDITIONS INCLUDING UTILITIES (INVERTS, CONNECTIONS, MATERIALS, ETC.) AND DIMENSIONS \\1THIN THE UMITS OF WORK PRIOR TO THE START OF CONSTRUCTION. 8. REFER TO ARCHITECTURAL DRA'NINGS FOR DETAILED BUILDING INFORMATION. C. THE CONTRACTOR IS RESPONSIBLE FOR ALL NOTIFICATIONS AND LIAISONS WITH UTILITY COMPANIES DURING THE PROCESS OF LOCATING, RELOCATING, AND TYING INTO PUBLIC UTILITIES. D. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED 1'11TH STAKES, RIBBONS, OR OTHER APPROPRIATE MEANS. THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE SHALL OCCUR INSIDE THE APPROVED LIMITS INDICATED ON THE APPROVED PLANS. 2. DURING CONSTRUCTION· A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER MAY CAUSE THE WORK TO BE UNACCEPTABLE. 8. THE CONTRACTOR SHALL USE MATERIALS AND EMPLOY CONSTRUCTION METHODS IN ORDER TO COMPLY WITH THE DRNMNGS AND SPECIFICATIONS. WI-IERE A CONFLICT OCCURS, THE STRICTEST DESIGN SHALL GOVERN. THE ENGINEER'S REVIEW OF SHOP DRAYt1NGS, PRODUCT DATA, ETC., DOES NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INFORM THE ENGINEER IN 'li'HITING OF ANY SPECIFIC DEVIATIONS AND OBTAIN ENGINEER'S 'ftRITTEN APPROVAL OF THE SPECIFIC DEVIATION. C. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. D. ALL CONSTRUCTION MUST CONFORM TO THE STANDARDS, SPECIFICATIONS, AND CODES OF THE GOVERNING MUNICIPALITIES. E. CONSTRUCTION SHALL MEET ALL CURRENT STANDARDS SET FORTH IN THE AMERICANS 'MTH DISABILITIES ACT. F. IF THE CONTRACTOR DAMAGES ANY EXISTING UTILITIES DURING CONSTRUCTION, HE SHALL, AT HIS OWN EXPENSE, REPLACE OR REPAIR THE UTILITIES TO ORIGINAL CONDITION AND QUALITY AS APPROVED BY THE OWNER AND REPRESENTATIVE OF THE APPROPRIATE UTILITY COMPANY. G. SUFFICIENT BARRICADES, LIGHTS, SIGNS, AND OTHER TRAmc CONTROL METHODS IN ACCORDANCE 1'11TH GOVERNING ORDINANCES MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC. SAID CONTROL DEviCES SHALL BE PER THE MANUAL OF TRAFFIC CONTROL DEVICES, M.U.T.C.D., CURRENT EDITION, AND SHALL BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION. H. TRAFFIC CONTROLS AND OTHER WARNING DEVICES SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY WORK ON CITY, COUNTY, OR ALABAMA DEPARTMENT OF TRANSPORTATION ROAOS. THEY SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL THE CONCLUSION OF ALL WORK. I. ALL WARNING DEVICES SHALL BE EITHER TYPE I BARRICADES OR DRUMS 1'11TH WARNING LIGHTS ON EVERY OTHER DEVICE. THEY SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CURRENT EDITION, AND CITY OF FAIRHOPE STANDARDS FOR COLOR, SIZE, REFLECTIVITY, HEIGHT, AND PLACEMENT. J. FIRE DEPARTMENT ACCESS SHALL BE MAINTAINED AT ALL TIMES. K. CONTRACTOR SHALL SHORE AND BRACE ALL EARTH, FORMS, CONCRETE, STEEL, WOOD, AND MASONRY TO RESIST GRAVITY, EARTH, 'MND, THERMAL, CONSTRUCTION, AND MISCELLANEOUS LOADS DURING CONSTRUCTION. L. ON-SITE BURIAL OF DEBRIS IS PROHIBITED. M. UNLESS OTHERWISE NOTED THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL FABRICATED MATERIALS TO THE ENGINEER. DESIGN DOCUMENTS SHALL NOT BE REPRODUCED AS SHOP DRAl'l1NGS. N. IN CASE OF UNFORESEEN CONSTRUCTION COMPLICATIONS OR DISCREPANCIES, THE CONTRACTOR IS TO IMMEDIATELY NOTIFY THE ENGINEER IN WRITING. 0. ALL REQUIRED TESTING REPORTS SHALL BE AVAILABLE AT THE JOB SITE. P. AS-BUILT DRAWINGS OF ROADWAYS, STORM DRAINS, SANITARY SE'NER AND WATER LINES, FIELD APPROVAL BY THE ENGINEER, AND ALL APPLICABLE BONDS ARE REQUIRED PRIOR TO FINAL ACCEPTANCE BY THE OWNER. Q, CONTRACTOR SHALL MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL EXISTING BUILDINGS THROUGHOUT CONSTRUCTION UNLESS APPROVAL FOR SERVICE INTERRUPTION IS OBTAINED FROM THE OWNERS IN ADVANCE. R. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO ENSURE THAT THE NEW WORK SHALL FIT INTO THE EXISTING SITE IN THE MANNER INTENDED AND AS SHOWN ON THE DRAYl1NGS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE FORM OF A DRA'MNG OR SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATING TO THE AREA. S. ANY FOREIGN ITEM FOUND DURING CONSTRUCTION IS THE PROPERTY OF THE OWNER. THIS INCLUDES, BUT IS NOT LIMITED TO, PRECIOUS METALS, COINS, PAPER CURRENCY, ARTIFACTS AND ANTIQUITIES. T. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE PREMISES OR ADJACENT PREMISES, OR INJURIES TO THE PUBLIC DURING THE CONSTRUCTION OF THE WORK, WI-IETHER CAUSED BY HIMSELF, HIS SUBCONTRACTORS, OR THE CARELESSNESS OF ANY OF HIS EMPLOYEES. U. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL NECESSARY TEMPORARY WORKS FOR THE PROTECTION OF THE WORK AND THE PUBLIC, INCLUDING BARRICADES, WARNING SIGNS, LIGHTS, ETC. V. THE CONTRACTOR ACKNOWLEDGES & AGREES THAT THE WORK IS ENTIRELY AT HIS RISK UNTIL SITE IS ACCEPTED, AND HE YllLL BE HELD RESPONSIBLE FOR ITS SAFETY BY THE OWNER. THE CONTRACTOR WILL INDEMNIFY THE OWNER &: OWNER'S REPRESENTATIVE FROM LIABILITY AT THE SITE THROUGHOUT THE CONSTRUCTION PROCESS. W. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES AND OBTAIN ALL PERMITS AND PAY ALL LEGAL FEES. HE SHALL ALSO COMPLY 'MTH ALL CITY, COUNTY AND STATE BUILDING LAWS, ORDINANCES OR REGULATIONS RELATING TO BUILDING SIDEWALKS, STREETS, BLASTING, PUBLIC INFRASTRUCTURE, STORMWATER REGULATIONS, ETC. X. THE CONTRACTOR IS TO CHECK AND VERIFY ALL MEASUREMENTS, LEVELS, ETC. BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE WORK, AND IS TO BE RESPONSIBLE FOR THE SAME. Y. THE CONTRACTOR Y11LL BE HELD RESPONSIBLE FOR THE DAMAGE OR LOSS OF ANY REFERENCE POINTS AND HUBS DURING THE CONSTRUCTION OF HIS WORK, AND SHALL BEAR THE COST OF REPLACING SAME. Z. CARE SHALL BE TAKEN TO PROTECT ANY UTILITIES, TREES, ETC. 'M·UCH ARE TO REMAIN AND NOT TO BE DISTURBED BY THE CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO SUCH PROPERTY. 1. NOTIFICAJJONS· THE CONTRACTOR SHALL NOTIFY THE OWNER AND CITY INSPECTOR(S) 24 HOURS PRIOR TO ANY DEMOLITION OR CONSTRUCTION. 2. DISPOSAi GlJIDEI !NFS· A. ONLY ITEMS SPECIFICALLY NOTED TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE. B. REMOVE EXISTING PAVED AREAS AS SHO\IIN INCLUDING DRIVEWAYS, SIDEWALKS, PARKING AREAS, SERVICE AREAS, EQUIPMENT PADS, AND ALL MISCELLANEOUS PAVING. C. ALL DEBRIS RESULTING FROM DEMOLITION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY BY THE CONTRACTOR IN ACCORDANCE YllTH LOCAL STATE AND FEDERAL REGULATIONS. BACKFILL ALL TRENCHES AND EXCAVATIONS RESULTING FROM DEMOLITION. D. ALL DEMOLISHED MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. 3. TREF PROTFCTION GlUDEI !NFS· A. PROTECT ALL EXISTING TREES NOTED "TO REMAIN" AND ALL ITEMS TO BE TURNED OVER TO THE O'NNER DURING DEMOLITION. TAKE ALL NECESSARY PRECAUTIONS AND PROTECTIVE MEASURES. ANY EXISTING ITEMS TO BE TURNED OVER TO THE OWNER WHICH ARE DAMAGED DURING DEMOLITION SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. TREES WHICH ARE DAMAGED WILL BE REPLACED OR REIMBURSED AT A RATE TO BE DETERMINED BY THE OWNER. 4. ~ A. PRIOR TO REMOVING OR ABANDONING ANY UTILITY THE CONTRACTOR SHALL VERIFY THAT NO UPSTREAM SERVICE 'MLL BE TERMINATED. THE CONTRACTOR SHALL INFORM THE ENGINEER IN YiRITING OF ANY TERMINATION NOT SHO\IIN ON Tl-IE PLANS. 8. ALL ABANDONED WATER LINES, STORM SEWER PIPE, SANITARY SEWER PIPES, GAS LINES, OR ANY OTHER AJBANDONED UNDERGROUND UTILITY SHALL BE ABANDONED IN PLACE UNLESS NOTED OTHERMSE. 1. THE FOi i OWING ARE APPi !CARI F TO Al I CIVIi POCIJMENTS· A. WHERE A DETAIL SECTION, TYPICAL SECTION, OR A NOTE IS SHO'NN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED ON THE PLANS. B. EXISTING AND PROPOSED CONTOURS ARE AT ONE (1) FOOT INTERVALS. C. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHER'NISE NOTED. D. ALL PIPE LENGTHS SPECIFIED IN THESE PLANS ARE THE HORIZONTAL DISTANCE AND ARE SHO\\t.l FOR REFERENE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ACTUAL LENGTHS BASED ON PROPOSED PIPE SLOPE. E. PIPE LENGTHS IN PLANS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 1. CPMPREHFNSIYf· A. 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 111TH LAND-DISTURBING ACTIVITIES. 8. PROVISIONS TO PREVENT EROSION OF SOIL FROM THE SITE SHALL BE AT A MINIMUM IN CONFORMANCE WITH THE REQUIREMENTS OF THE ALABAMA EROSION AND SEDIMENT CONTROL HANDBOOKS, CURRENT EDITION. 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. C. FAILURE TO INSTALL, OPERATE, OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE CORRECTED BACK TO THE STANDARDS SPECIFIED IN THE ALABAMA EROSION AND SEDIMENT CONTROL HANDBOOKS, CURRENT EDITION. D. EROSION CONTROL MEASURES WILL 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. E. EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHO'NN ON THE APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. F. THE CONSTRUCTION OF THE SITE WILL COMMENCE WITH THE INSTALLATION OF EROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL SEDIMENT CONTROL 'MLL BE MAINTAINED UNTIL ALL UPSTREAM GROUND 1'11THIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION AND ALL ROADS/DRIVEWAYS HAVE BEEN PAVED. G. CONSTRUCTION EXITS SHALL BE CONSTRUCTED AT EACH POINT OF ENTRY OR EXIT FROM THE SITE AND SHALL BE MAINTAINED IN A CONDITION WHICH 1'11LL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE AS CONDITIONS DEMAND, REPAIR, AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES OFF SITE ONTO PUBUC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. ACCESS POINTS PROTECTED WITH A CONSTRUCTION EXIT SHALL BE OTHER'NISE BARRICADED UNTIL THE SITE IS STABILIZED. 1. PRODUCT CRITERIA' A. UNLESS OTHERWISE NOTED CEMENT SHALL BE TYPE I OR Ill CONFORMING TO ASTM C150. AGGREGATES SHALL BE NORMAL WEIGHT CONFORMING TO ASTM C33. B. CONCRETE SHALL CONFORM TO ACI BUILDING CODE (318-89). UNLESS NOTED CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A 2B DAY COMPRESSIVE STRENGTH OF 3,500 P.S.I. C. SLUMP SHALL BE 3" TO 5" FOR REGULAR MIX. LARGER SWMP SHALL BE PERMITTED 'MTH WATER REDUCING ADMIXTURES AND YiRITTEN CONSENT OF THE ENGINEER. D. THE RELATIONSHIP BET'NEEN MAXIMUM AGGREGATE SIZE TO MINIMUM AMOUNT OF CEMENT IN CONCRETE PAVEMENT (LB. PER C.Y. OR MIX) SHALL BE AS FOLLOWS: 1" -520, 3/4" -540, 1/2" -590, 3/B" -610. 2. CLIRING CRIJFRIA· A. CONCRETE CURING SHALL COMPLY WITH ACI 308. CURING PROCESS SHALL START IMMEDIATELY FOLLOl'l1NG INITIAL SET. CURING SHALL BE BY CURING COMPOUND. 8. CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR-ENTRAINED IN ACCORDANCE WITH ACI 318-89 TABLE 4.1.1. NORMAL ~IGHT CONCRETE SLABS SHALL HAVE AIR CONTENT IN ACCORDANCE 'MTH ACI 302.IR-89 TABLE 5.2.7A. C. HOT WEATHER CONCRETING SHALL COMPLY WITH ACI 305. NO CONCRETE ABOVE 90 DEGREES FAHRENHEIT SHALL BE POURED. LOWER CONCRETE TEMPERAlURE BY COOLING WATER AND AGGREGATE. FORMS, STEEL, AND SUBGRADE SHALL BE SPRINKLED WITH COLD WATER. AFTER FINISHING CONCRETE USE LIGHT FOG SPRAY UNTIL CURING COMPOUND IS USED. D. COLD WEATHER CONCRETING SHALL COMPLY 'NITH ACI 306. SPECIAL MATERIAL PROCEDURES SHALL BE PROVIDED DURING PLACING AND CURING OF CONCRETE BELOW 40 DEGREES FAHRENHEIT. E. CURING, HOT, AND COLD WEATHER CONCRETING PROCEDURES ARE ONLY GIVEN AS A GUIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREVENT CONCRETE DAMAGE AND CRACKS. DAMAGED OR CRACKED CONCRETE 'MLL NOT BE ACCEPTED. 1. PRODUCT CRIIFRIA· A. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 AND GRADE 40 FOR #3 AND SMALLER BARS. MINIMUM LAP 48" DIAMETER. 8. Vf'ELDED 'MRE FABRIC SHALL CONFORM TO ASTM A-185, MINIMUM LAP SHALL BE 8". C. REINFORCING THAT IS WELDED SHALL BE WELDABLE TYPE AND CONFORM TO ASTM A-706. 1. ~ A. ALL MATERIALS, EQUIPMENT, METHODS OF CONSTRUCTION, AND WORKMANSHIP SHALL CONFORM TO THE ALABAMA DEPARTMENT OF TRANSPORTATION, ALDOT, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION. 8. SEE PAVEMENT DETAILS ON CONSTRUCTION DOCUMENTS FOR SPECIFIC DESIGN INFORMATION AND REQUIREMENTS. C. ALL CURB AND GUTTER TO BE 24" AND CONSTRUCTED OF 3000 P.S.I. CONCRETE UNLESS OTHER'NISE NOTED. 2. SIGNING AND STRIPING· A. SIGNING AND STRIPING TO BE PROVIDED BY THE CONTRACTOR ACCORDING TO THE DRA'MNGS AND SPECIFICATIONS. B. ALL STRIPING TO BE THERMOPLASTIC UNLESS OTHERWISE NOTED. 1. REINFORCED CONCRETE PIPE SHALL BE RCP CLASS Ill UNLESS OTHERWISE NOTED WITH BELL-AND-SPIGOT ANO GASKETED JOINTS 111TH ASTM C 443 RUBBER GASKETS. 2. FILL HEIGHTS OVER 13' REQUIRE CLASS IV RCP STORM PIPE. 3. STORM INLETS SHALL BE PRECAST IN ACCORDANCE WITH CITY OF FAIRHOPE SPECIFICATIONS WHICH MEET OR EXCEED ASTM C 4 78. +. ALL MANHOLE FRAMES AND COVERS ARE TO BE PER CITY OF FAIRHOPE STANDARD DETAIL FOR DIMENSIONS AND MATERIALS AND AS BELOW IF NOT OTHERWISE INDICATED. FERROUS; 24-INCH (610-MM) ID BY 7-TO 9-INCH (175-TO 225-MM) RISER WITH 4-INCH-(102-MM-) 1-tlNIMUM 1'11DTH FLANGE AND 26-INCH-(660-MM-) DIAMETER COVER. INCLUDE INDENTED TOP DESIGN WITH LETTERING CAST INTO COVER, USING WORDING EQUIVALENT TO "STORM SEWER." 5. MATERIAL: GRAY IRON ASTM A48 CLASS 30 UNLESS OTHERWISE INDICATED. 6. ALL HOPE PIPE SHALL BE CORRUGATED HIGH DENSITY POLYETHYLENE SMOOTH INTERIOR PIPE. HOPE PIPE SHALL CONFORM TO ASTM D3350 WITH SOIL TIGHT JOINTS. 7. ALL HDPE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND AASHTO SECTION 30. 8. CONTRACTOR TO PROVIDE AND INSTALL MANUFAClURER RECOMMENDED FITTINGS ON RCP CONNECTIONS TO HOPE STRUCTURES. 9. REFER TO PIPE CHART FOR CASTING TYPES. INSTALL REDUCERS AS NECESSARY PER MANUFACTURER'S SPECIFICATIONS TO ACCOMMODATE LARGER INLET SIZES. 10. FOLLOW CONSTRUCTION PLANS AND MANUFACTURER DETAILS, SPECIFICATIONS, AND INSTALLATION INSTRUCTION AS INCLUDED \\1THIN THE PLANS AND PROVIDED BY MANUFACTURER FOR THE INSTALLATION OF WATER QUALITY AND DETENTION SYSTEMS. 11. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL STORM SEWER PIPE, STRUCTURES, WATER QUALITY STRUCTURES. AND DETENTION STRUCTURES FOR ENGINEER AND OWNER APPROVAL PRIOR TO ORDERING MATERIALS. A. DO NOT EXCEED CLEARING AND GRUBBING LIMITS OF CONSTRUCTION LINES INDICATED ON THE PLANS. B. ALL AREAS OUTSIDE THE LIMITS OF CONSTRUCTION LINE SHALL NOT BE CROSSED BY HEAVY EQUIPMENT OR USED FOR STORING HEAVY EQUIPMENT OR MATERIALS. C. NO EQUIPMENT SHALL BE STORED UNDER THE DRIP LINE OF TREES TO REMAIN. D. DO NOT FALL ANY TREES OR PUSH PILES OF DEBRIS AGAINST ANY TREES TO REMAIN. E. REMOVE ALL STUMPS, ROCKS, ASPHALT &: CONCRETE DEBRIS, ETC. AND DISPOSE OFF SITE IN ACCORDANCE WITH LOCAL, STATE & FEDERAL REGULATIONS. F. CONTACT ALL UTILITY AUTHORITIES WI-IQ HAVE LINES WITHIN THE CLEARING AND GRUBBING LIMITS BEFORE STARTING WORK E. ALL EROSION CONTROL SEDIMENT BARRIERS, SILT FENCES, AND TREE PROTECTION DEVICES SHALL BE INSTALLED PRIOR TO STARTING CLEARING AND GRUBBING. F. AFTER STAKING IS COMPLETED, TREES WITHIN GRADING LIMITS TO BE SAVED WILL BE IDENTIFIED BY THE OWNER'S REPRESENTATIVE. FIELD CHANGES TO GRADING PLANS SHALL BE MADE FOR SMOOTH TRANSITION OF GRADES AROUND ALL TREES v.ttlCH REQUITE TREE WELLS WITHIN THE GRADING LIMITS. G. ALL CLEARING SHALL BE LIMITED TO AREAS TO BE GRADED 'MTHIN 15 CALENDAR DAYS. A. TOPSOIL SHALL BE STORED ON SITE IN LOCATIONS APPROVED BY THE O\IINER'S REPRESENTATIVE. DRAINAGE SHALL ROUT AROUND THESE TOPSOIL STOCKPILES FOR THE DURATION OF THE GRADING OPERATIONS. EROSION CONTROL MEASURES SHALL PREVENT THE LOSS OF TOPSOIL MATERIAL 8. UNSUITABLE SOILS SHALL BE UNIFORMLY SPREAD ACROSS NON-STRUCTURAL FILL AREAS AND COVERED WITH TOPSOIL AND SEEDED. C. FILL AREA SHALL BE PROOF-ROLLED WITH RUBBER-TIRED EQUIPMENT WITH A MINIMUM WEIGHT OF FIFTEEN TONS PRIOR TO BEGINNING FILL OPERATION. AREAS WHICH ARE SOFT OR UNSTABLE SHALL BE UNDERCUT UNTIL STABLE SOILS ARE FOUND. RE-COMPACTION OF THESE SOILS SHALL BE TO 95,r; MAXIMUM DRY DENSITY AS PER ASTI.4 0698 (STANDARD PROCTOR). D. CUT AREA SHALL BE PROOF-ROLLED AFTER FINAL SUBGRADE IS ACHIEVED IN THE SAME MANNER AS FILLED AREAS. SOFT OR UNSTABLE SOILS SHALL BE SCARIFIED TO A DEPTH OF 12" AND RE-COMPAClED TO 95,i: MAXIMUM DRY DENSITY AS PER ASTM D698 (STANDARD PROCTOR). E. ALL GRADING SHALL BE COMPLETED TO THE LEVEL INDICATED BY THE SCOPE OF WORK LISTED IN THE BID DOCUMENTS. F. ELEVATIONS SHOWN ON THE PLANS IS THE FINISH GRADE ELEVATION. G. GRADING SHALL BE SEQUENCED SO THAT BASE STONE IS PLACED WITHIN 10 CALENDAR DAYS PF ACHIEVING OPTIMUM SUBGRADE COMPACTION. H. SOILS TESTING LABORATORY/ SOILS ENGINEER. CONTRACTOR WILL EMPLOY A QUALIFIED SOILS TESTING LABORATORY/ ENGINEER TO OBSERVE THIS WORK AND MAKE TESTS AS REQUIRED. I. HAVE EARTH BORROW FILL, AGGREGATE, AND TOPSOIL, AND STRUCTURAL FILL TESTEO AND APPROVED BY DESIGNATED TESTING LABORATORY BEFORE MOVING IT TO THE JOB SITE. J. CONTRACTOR SHALL OBSERVE PROOF-ROLLING OF AREAS WHERE BUILDING AND PAVING WILL BE LOCATED TO DETERMINE ADEQUACY OF SOIL COMPACTION AND IN-PLACE SOILS. OTHER AREAS WILL BE INSPEClED BY SOILS ENGINEER TO DETERMINE ADEQUACY IN THOSE AREAS. IF sms ARE NOT ADEQUATE TO BEAR WEIGHTS THAT 'MLL BE IMPOSED, TESTING LABORATORY Y11LL OBSERVE AND REPORT CORRECTIVE ACTION TAKEN. K. TEST IN-PLACE SOIL AND FILLED AND COMPACTED AREAS. IF THESE ARE NOT ADEQUATE TO BEAR WEIGHTS IMPOSED, TESTING LABORATORY WILL ADVICE THE OWNER'S REPRESENTATIVE OF THEIR RECOMMENDATIONS. HE WILL DIRECT ANY CORRECTIVE MEASURES THAT ARE NECESSARY. L. SOILS COMPACTION TESTING OF IN-PLACE AND FILLED AND COMPACTED AREAS 1'11LL BE PERFORMED BY TESTING LABORATORY IN ACCORDANCE 'MTH THEIR REQUIREMENTS. M. THE SOILS ENGINEER'S AND TESTING LABORATORY'S FEES 'NILL BE PAID BY THE CONTRACTOR. N. APPLICABLE SPECIFICATIONS FOR COMPACTED FILL: THE FOLLO'MNG CURRENT AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) STANDARDS ARE HEREBY MADE PART OF THIS SPECIFICATION: D421-58, DRY PREPARATION OF SOIL SAMPLES FOR GRAIN-SIZE ANALYSIS AND DETERMINATION OF SOIL CONSTANTS. D422-63, STANDARD METHOD OF PARTICLE SIZE ANALYSIS OF SOILS. D114D-54, METHOD OF TEST FOR AMOUNT OF MATERIAL IN SOILS FINER THAN N0.200 SIEVE. D698, METHOD FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT D1557-78, STANDARD TEST METHODS FOR MOISTURE-DENSITY RELATIONS OF SOILS AND SOIL-AGGREGATE MIXTURES USING 10 LB. (-4-.5-4--KG) RAMMER AND 18-INCH (457 MM) DROP. 0. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL LOCATIONS UNLESS OTHER'NISE NOTED. P. CONTRACTOR SHALL REVIEW THE SITE SPECIFIC GEOTECHNICAL REPORT PRIOR TO COMMENCING WITH GRADING OPERATIONS. WI-IERE CONFLICTS BETWEEN THE GRADING NOTES AND GEOTECHNICAL REPORT EXIST, THE MORE STRINGENT REQUIREMENT SHALL APPLY. Q, CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING WITH LOAD TICKETS, PHOTOGRAPHS, LOG BOOK, VIDEO RECORDING AND OTHER MEANS AS NECESSARY TO VERIFY THE INSTALLATION OF STORMWATER BEST MANAGEMENT PRACTICES REQUIRED BY THE LOCAL MUNICIPALITY AND ..URISDICTION. AS-BUILT TOPOGRAPHY AND UTILITY PLANS HAVING BEEN PREPARED BY A QUALIFIED LAND SURVEYOR ARE REQUIRED TO BE SUBMITTED TO KIMLEY-HORN AT THE CONCLUSION OF THE PROJECT FOR VERIFICATION OF DESIGN INTENT. ANY MODIFICATIONS TO THE GRADING AND UTILITY SYSTEMS REQUIRED, NOT PREVIOUSLY APPROVED BY THE OWNER AND ENGINEER ARE THE RESPONSIBILITY OF THE CONTRACTOR. below. Call before you dig. 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" ~ ; ~::: m ~ SHEET NUMBER 0 z I I I I ~ " U1 ::, w Q_ 0 :r: Cl' <t LL LL 0 >-f--u ~l.:'-------------------------------------------------------------------------------------------------------------~------- OHWOHWCOUNTY ROAD 48(AKA FAIRHOPE AVE)(80' R.O.W.)STATE HIGHWAY 181 (80' R.O.W.)RANCEWMALDI FAIRHOPEPREPARED FORALDI INC.EROSION ANDSEDIMENT CONTROLPLAN - PHASE 1C-100••Know what'sRNORTH111 6 11 112.21 10 82 10 I ' I /10 .21 I I _ ___,., 112 1'6 11212 • i 112.1~ i • ) ------111.81 111.66 ~ 11~70 111.26 111.66 111.57 X 111.70 .. 111.67 111.44 111.39 111.21 ---111.48 111.33 ----1-.u19 111.48 .. 111.17 -111.09 ---~10":"'90--111.06 111.15 111.07 110.85 104.78 110.4 110.88 104.79 X 104.31 I I I 105.12 -, "I \ \ \ 105.25 X 1 08.20 ' 107 .84 ---1 1( GRAPHIC SCALE IN FEET 0 15 30 60 LEGEND --------PROPERTY LINE ----Sf----SILT FENCE ----so----SILT DIKE ------PROPOSED STORM DRAINAGE PIPE ~ PROPOSED STORM DRAINAGE INLET EXISTING SPOT GRADE EXISTING CONTOUR (ID TEMPORARY SEDIMENT TRAP ® SEDIMENT BARRIER = ®) CBMPP INFORM A TICfll SIGN ..... .... • ® INLET PROTECTION Pl A?\ A) «e CONSTRUCTION EXIT PAD EROSION & SEDIMENTATION CONTROL 1. STOCKPILED TOPSOIL OR FILL MATERIAL IS TO BE TREATED SO TI-IE SEDIMENT RUN-OFF WILL NOT CONTAMINATE SURROUNDING AREAS OR ENTER NEARBY STREAMS. STOCK PILE LOCATIONS SHALL BE COORDINAlED WITH lHE ENGINEER PRIOR TO GRADING ACTI'w1TIES. EROSION &: SEDIMENT CONTROL PRACTICE SHALL BE INSTALLED PRIOR TO STOCKPILE OPERATIONS. 2. ANY SITE USED FOR DISPOSAL AND/OR STOCKPILE OF ANY MATERIAL SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SEE lHAT ALL REQUIRED PERMITS ARE SECURED FOR EACH PROPERTY UTILIZED. A COPY OF lHE APPROVED PERMIT MUST BE PROVIDED TO THE INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON ANY PROPERTY. FAILURE TO DO SO MAY RESULT IN THE CONTRACTOR REMOVING ANY ILLEGALLY PLACED MATERIAL AT HIS OYl'N EXPENSE. .3. CONSTRUCT SILT BARRIERS BEFORE BEGINNING GRADING OPERATIONS. 4. MULCH AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED (WITHIN 15 DAYS OF ACHIEVED FINAL GRADES) UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. STEEP SLOPES (GREATER lHAN 3:1) SHALL BE STABILIZED WITHIN 7 DAYS OF FINAL GRADING. 5. REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES BEFORE ACCEPTANCE BY LOCAL GOVERNING AGENCY OR AS DIRECTED BY THE OYl'NER'S REPRESENTATIVE. 6. CLEAN SILT BARRIERS YJHEN lHEY ARE APPROXIMATELY 50X FILLED WllH SEDIMENT OR AS DIRECTED BY lHE OWNER'S REPRESENTATIVE. SILT BARRIERS SHALL BE REPLACED AS EFFECTIVENESS IS SIGNIFICANTLY REDUCED OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 7. REMOVE THE TEMPORARY EROSION ANO WATER POLLUTION CONTROL DEVICES ONLY AFTER A SOLID STAND OF GRASS HAS BEEN ESTABLISHED Cfll GRADED AREAS ANO, 'M-iEN IN THE OPINION OF THE OWNER'S REPRESENTATIVE, lHEY ARE NO LONGER NEEDED. 8. PROVIDE TEMPORARY CONSTRUCTION ACCESS(ES) AT THE POINT(S) WHERE CONSTRUCTION VEHICLES EXIT lHE CONSTRUCTION AREA. MAINTAIN PUBLIC ROADWAYS FREE OF TRACKED MUD AND DIRT. 9. DO NOT DISTURB VEGETATION OR REMOVE TREES EXCEPT WHEN NECESSARY FOR GRADING PURPOSES. 10. STABILIZATION MEASURES (SEED &: MULCH, TRIM WHERE INDICATED) SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF lHE SITE WHERE CONSTRUCTION ACTI\1TIES HAVE TEMPORARILY OR PERMANENTLY CEASED, EXCEPT IN lHE FOLLOWING TWO CASES. 10.o. WHERE THERE IS SNOW COVER OR FROZEN GROUND CONDITIONS. STABILIZATION MEASURES SHALL BE INITlA TED AS SOON AS PRACTICABLE OR WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SllE IS lEMPORARIL Y CEASED, AND EARlH DISTURBING ACTIVITIES WILL BE RESUMED WllHIN 15 DAYS. lEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF SITE. 10.b. ALL EROSION CONTROL MEASURES SHALL BE CHECKED TWICE WEEKLY DURING PROLONGED RAINFALL DAILY CHECKING IS NECESSARY. DOCUMENTATION OF ALL CHECKS AND CORRECTIVE MEASURES SHALL BE KEPT AT lHE PROJECT. 11. CONTRACTOR TO PR0\1DE AN AREA FOR CONCRETE WASH DOWN AND EQUIPMENT REFUELING IN ACCORDANCE WllH ALDEC'S STANDARDS. CONlRACTOR TO COORDINATE EXACT LOCATION WlH NPDES DEPARTMENT DURING THE PRECONSTRUCTION MEETING. 12. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST IN ACCORDANCE WllH ADEM GUIDELINES. 13. CONTRACTOR TO IDENTIFY STAGING AREAS AND INCORPORATE INTO EROSION CONTROL PLAN IN ACCORDANCE WITH BMP'S. 1-4. PRACTICES SUCH AS GOOD HOUSEKEEPING, PROPER HANDLING OF HAZARDOUS PRODUCTS AND PROPER SPILL CONTROL PRACTICES WILL BE FOLLOWED TO REDUCE lHE RISK OF SPILL AND SPILLS DISCHARGING INTO STORM WATER RUNOFF. 15. SEE ADDITIONAL EROSION CONTROL NOTES ON SHEET C-101. BMPS CONSIST OF PERMANENT FEAlURES DESIGNED TO MINIMIZE POLLUTANT DISCHARGES, INCLUDING SEDIMENT, FROM THE SITE AFTER CONSTRUCTION HAS BEEN COMPLETED. BMPS UTILIZED ON THIS PROJECT CONSIST OF SILT FENCE, DIVERSION DYKES, INLET PROTECTION, SEDIMENT BASINS, CONSTRUCTION EXIT NOTES: 1. CONTRACTOR SHALL OBTAIN ANY NECESSARY DEWATERING PERMITS AS SITE CONDITIONS AND CONSTRUCTION ACTIVITIES REQUIRE. 2. CONTRACTOR TO USE BEST MANAGEMENT PRACTICES TO ENSURE COMPLIANCE WITH NPDES AND WAlER MANAGEMENT DISTRICT REGULATIONS FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES AND DEWATERING OPERATIONS. 3. PLAN ASSUMES SITE HAS BEEN PREVIOUSLY CLEARED AND PREPARED, AND CONSTRUCTION OF MASTER INFRASTRUClURE IS EllHER COMPLElED OR UNDERWAY. SEQUENCE OF CONSTRUCTION: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING. LAYOOYl'N. PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASlE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON lHE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS lHEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. PHASE 1: 1. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PADS (CEP) (2), AND INSTALL SILT FENCE. 2. CONSTRUCT AND STABILIZE TEMPORARY SEDIMENT TRAP AND DRAINAGE SWALES (CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL CONTROL DEVICES LISTED ABOVE) .3. INSTALL AND STABILIZE ANY NECESSARY HYDRAULIC CONTROL STRUCTURES (DIKES. CHECK DAMS. OUTLET TRAPS, RISER PIPE DISOIARGE POINT, ETC.) 4. PREPARE CLEARING AND GRUBBING OF lHE SITE, IF APPLICABLE. DEMOLISH TREES IN ACCORDANCE WllH MDC TREE REMOVAL PERMIT. HALT ALL ACTIVITIES AND CONTACT lHE CONSULTANT TO PERFORM INSPECTION AND CERTIFICATION OF BMPS. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING 'MlH CONSULTANT AND ALL GROUND-DISTURBING CONTRACTORS BEFORE PROCEEDING WllH CONSTRUCTION. SITE PREPARATION SHOULD BE IN ACCORDANCE WITH GEOTECHNICAL INVESTIGATION. ACREAGE SUMMARY TOTAL PROJECT AREA 6.79 AC ON-SITE DISTURBED AREA 6.79 AC OFF-SITE DISTURBED AREA 0.00 AC TOTAL DISTURBED AREA 6.97 AC IMPER'w10US AREA AT COMPLETION 2.82 AC below. PERVIOUS AREA AT COMPLETION 3.97 AC Call before you dig. C: '-0 :c ~ ;,..,_ ~ -E ~ ■-~ w ~ 0 ~ w 0 ,W " m oC :;;: cS n 0 ~ ~ z "' D f-OJ " U1 I coo " 'i' ::, U1 70 0 U1 oo WN (l' " f-" U1 "-w ~ LO <t ~ <'. " .:::. ; ~::: m ~ SHEET NUMBER 0 z ~ " U1 ::, w Q_ 0 :r: Cl' <t LL LL 0 >-f-u DETENTIONPONDTOP: 108BOT: 99NWL: 104OHWOHWCOUNTY ROAD 48(AKA FAIRHOPE AVE)(80' R.O.W.)STATE HIGHWAY 181 (80' R.O.W.)RANCEWMWMWMWMWMWMWMWMFIREWMKnow what'sRKnow what'sRALDI FAIRHOPEPREPARED FORALDI INC.EROSION ANDSEDIMENT CONTROLPLAN - PHASE 2C-101••NORTH'5 J I I I I ~ ) I ? 109.30 \1 I 105.25 X 105.45 X 107.60 \ 108:94 109.02 ~1-------: ---------------------GRAPHIC SCALE IN FEET 0 15 30 60 --------PROPERTY LINE ----Sf ----SILT FENCE ----Sil----SILT 04KE M ----M PROPOSED STORM DRAINAGE PIPE PROPOSED STORM DRAINAGE INLET EXISTING SPOT GRADE E)QSllNG CONTOUR TEMPORARY SEDIMENT TRAP SEDIMENT BARRIER CBMPP INFORM A Tl(»,I SIGN INLET PROTECTION CONSTRUC110N EXIT PAO EROSION & SEDIMENTATION CONTROL 1. ST00<PLED TOPSOl. OR FILL MATERIAL IS TO BE TREAlEO SO THE SEDIMENT RUN-Off Wl.l NOT CONTAYINATE SURROUNDING AREAS OR ENTER NEARBY SlREAMS. 5TOCt< PI...E LOCATIONS SHAU. BE COORDINATED Willi lHE ENGINEER PRIOR TO GRADING AC11\1TIES. EROSION lt SEDIWENT CONTROL PRAC11CE SHALL BE INSTALLED PRIOR TO STOCKPILE OPERATIONS. 2. ANY SllE USED FOR DISPOSAL AND/OR STOCKPILE OF ANY MATERIAL SHAU. BE PROPERLY PERMITTED FOR SUCH AC11VITY. IT IS TliE RESPONSIBILITY OF TliE CONTRACTOR TO SEE lHAT ALL REQUIRED PERMITS ARE SECURED FOR EACH PROPERTY UTl..lZEO. A COPY OF lHE APPRO\IED PERMIT MUST BE PROVIDED TO THE INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON ANY PROPERTY. FAIWRE TO 00 SO MAY RESUlT IN Tl-£ CONTRACTOR REM0"1NG ANY I.LEGALLY PLACED MATERIAL AT HIS 0~ EXPENSE. .3. CONSTRUCT SILT BARRIERS BEFORE BEGINNING GRADING OPERA1lc»,IS. 4. MULCH ANO SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED (WITHIN 15 DAYS OF ACHIEVED FINAL GRADES) UNLESS OTHERWSE INDICATED. CONTRACTOR SHALL TAKE 'MiATE\IER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZA110N. STEEP SLOPES (GREATER THAN 3:1) SHALL BE STABILIZED WITI-IN 7 DAYS Of ~AL GRADING. 5. REMO~ SEDlt.ENT FROM ALL DRAINAGE STRUCnJRES BEFORE ACCEPTANCE BY LOCAL GOVERNING AGENCY OR AS DtREClED BY THE Q'M,IER's REPRE~TA TIVE. 6. CLEAN SILT BARRIERS Ylt!EN THEY ARE APPROXIMATil Y 50X Fllil:D WITH SEDIMENT OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. SILT BARRIERS SHALL BE REPLACED AS EFFECTIVENESS IS SIGNIFICANTLY REDUCED OR AS DIRECTED BY THE O'IVNER'S REPRESENTATIVE. 7. REMOVE THE TEMPORARY EROSION AND WATER POU.UTION CONTROL DEVICES ONLY AFTER A SOI.JD STANO OF GRASS HAS BEEN ESTABLISHED ON GRADED AREAS AND, WHEN IN THE OPINION OF THE OWNER'S REPRESENTATIVE, THEY ARE NO LONGER NEEDED. 8. PROVIDE TEMPORARY CONSlRUCTION ACCESS(ES) AT THE POl'&T{S) WHERE CONSTRUCTION \OilCLES EXIT THE CONSTRUCTION AREA. MAINTAIN PUBUC ROADWAYS FREE OF TRACKED MUD AND DIRT. 9. DO NOT DISl\JRB VEGETATION OR REMOVE TREES EXCEPT 'lt'HEN NECESSARY FOR GRADING PURPOSES. 10. STABILIZATION MEASURES (SEED &: MULCH, TRIM WHERE INDICA1E0) SHALL BE INITIATED AS SOON AS PRACTICABI....E IN PORTIONS OF THE SITE 'MiERE CONSTRUCTION ACTl\111ES HAVE TEMPORARILY OR PERMANENTLY CEASED, EXCEPT IN THE FCUOWING TWO CASES. 10.o. \ltiERE THERE IS SNOW COVER OR FROZEN GROUND cctiOITIONS. STABILIZATION MEASURES SHALL BE INITIA YID AS SOON AS PRACTICABLE OR 'IMERE CONSTRUCTION ACTlYJTY ON A PORTION Of THE snr IS lEMPORARIL y CEASED, AND EARTH DISTURBING ACTIVITIES 'MLL BE RESUMED WITHIN 15 DAYS. TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF SIT£. 10.b. ALL EROSION CONTROL MEASURES SHALL BE CHECKED TWICE WEEKLY DURING PROLONGED RAINFALL DAILY CHECKING IS NECESSARY. DOCUMENTATION OF ALL CHECKS AND CORRECTIVE MEASURES SHALL BE KEPT AT THE PRo..ECT. 11. CONlRACTOR TO PROW)£ AN AREA FOR CONCRETE WASH DOWN AND EQUIPMENT REFUELING IN ACCORDANCE YIITH AlDE:C'S STANDARDS. CONTRACTOR TO COOROINATE EXACT LOCATION WTH NPDES DEPARTMENT DURING THE PRECc»,ISTRlJCTION MEETING. 12. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST IN ACCORDANCE WITH ADEM GUIDELINES. 1.3. CONTRACTOR TO IDEN11FY STAGING AREAS ANO INCORPORATE INTO EROSION CONTROL PLAN IN ACCORDANCE WTH BMP'S, 14. PRACTICES SUCH AS GOOD HOUS[t(EEPING, PROPER HANDLING OF HAZARDOUS PRODUCTS ANO PROPER SPILL CONTROL PRACTICES 'MLL BE FOLLOWED TO REDUCE THE RISK OF SPILL ANO SPILLS DISO-IARGNG INTO STORMWATER RUNOFF. Bt.FS CONSIST OF PERMANENT FEAlURES DESIGNED TO MINIMIZE POU.UTA.NT DISOiARGES, INCLUDING SEDIMENT, FROM TliE SITE AFTER CONSTRUCTION HAS BEEN COMPLETED. BMPS UTILIZED ON THIS PROJECT CONSIST OF SILT FENCE, DIVERSION DYKES, INLET PROTECTION, SEDIMENT BASINS, CONSTRUCTION EXIT ~ 1. CONTRACTOR SHALL OBTAIN ANY NECESSARY DEWATERING PERMITS AS SITE CONDITIONS ANO CONSTRUCTION AC11VITIES REQUIRE. 2. CONTRACTOR TO USE BEST MANAGEMENT PRACTICES TO ENSURE COMPLIANCE WITH NPDES AND WATER MANAGEMENT DISTRICT REGULATIONS FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTI\1TIES AND DEWAlERtNG OPERATIONS. .3. PLAN ASSUMES SITE HAS BEEN PRE\10USL Y CLEARED ANO PREPARED, AND CC:W,.,STRIJCTION CF MASTER INFRASlRUCl\JRE IS EITHER COMPIETID OR UNDERWAY. SEQUENCE OF CONSTRUCTION: UPON IMPLEMENTATION ANO INSTALLA110N OF THE FOLLO'MNG AREAS; TRAILER, PARKING, LAYDO~. PORTA-POTTY. YltlEEL WASH. CONCRETE WASHOUT. FUEL AND ~ATERIAL STORAGE CONTAINERS. SOLID WASTE CONTAINERS. ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT TI£ CONS1RUC110H PROCESS. PHASE 2: 1. HALT ALL ACTIVITIES AND CONTACT THE CONSULTANT TO PERFORM INSPECTION AND CERTFICA TION OF BMPS. GENERAL CONTRACTOR SHAI..L SCHEDULE ANO CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH CONSULTANT ANO ALL GROUND-DISTURBING cx»ITRACTORS BEFORE PROCEEDING 'MTH cx»ISTRVC110N. SITE PREPARATlON SHOULD BE IN AccamANCE WTH GEOTECHNICAL INVESTIGATION. ACREAGE SUMMARY TOTAL PR.o.ECT AREA 6.79 AC ON-SITE DISTURBED AREA 6.79 AC OFF-SITE DISl\JRBEO AREA 0.00 AC TOTAL DISl\JRBED AREA 6.97 AC 19 llil'ERVIOUS AREA AT COMPLE110N 2.82 AC below. PERVIOUS AREA AT COMPl.ETION .3.97 AC Call before you dig. 0 z '-' 0 '-' <n I <n ::, LO 2 SHEET NUMBER <( 2 <( rn -s <( w Q_ 0 I ()' <( LL u._ 0 >-f-u ALDI FAIRHOPEPREPARED FORALDI INC.EROSION CONTROLDETAILSC-102••Know what'sRDANDY CURBTM(IP) CURB INLET SEDIMENT CONTROLN.T.SDANDY CURB BAGTMBBAA(SB) SILT DIKE CHECK DAMN.T.S(CEP) CONSTRUCTION EXIT PADN.T.S••(SB) SEDIMENT BARRIER - SILT FENCEN.T.S(SS) CBMPP INFORMATION SIGNN.T.S(ST) SEDIMENT BASIN WITH PIPE OUTLETN.T.SDANDY SACKTM (IP) INLET INSERTN.T.SBBAA(SB) ROCK DITCH CHECK DAMN.T.S3"-6M lRENCH PLACE ENDS OF SILT DIKE TIGHTLY TOGETHER THEN PLACE STAPLES • POINT "A-MUST BE HIGHER THAN POINT MBM TO ENSURE THAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS. '1[' I ' I ~ i -,~~i-~ IIIT C I _L --Fl· SILT DIKE STAPLE (TYP.) NOTE: STAPLES SHALL BE PLACED WHERE THE UNITS OVERLAP AND IN THE CENTER OF THE 7' UNIT AS SHOWN ON THE DIAGRAMS FLOW SECTION A-A GEOTEXllLE FABRIC UNDERLAYMENT SHALL EXTEND BEYOND TOE OF ROCK SLOPE 3 FEET ON BOTH SIDES NOTE: 1. MINIMUM SPACING FOR ROCK DITCH CHECKS SHALL BE 50 FEET OR AS DIRECTED BY THE ENGINEER. 2. ROCK DIKE CHECKS SHALL BE CHOKED WITH FILTER FABRIC. GEOTEXTILE FABRIC SHALL BE PLACED UNDER ENTIRE WIDTH OF ROCK STORM GRATE r ,3' MIN. '-----~• MIN-----" CBMPP INFORMATION E] DE"AABlCfl£PJFJIONCfTifl.lJ('J.Tll!Cfllf8l'IPPP 00'.lJIINfATKliOHIES,IE l J OPTIONAL OUTFLOW PORTS SEDIMENTATlON BASIN VOLUME MEASURED FROM BASIN BOTTOM TO CREST OF THE PERFORATED RISER. SEE PLAN FOR OUlFALL~ EL.EV. NOTES: 1. -cBMPP INFORMATION-MUST BE DISPLAYED PROMINENTLY ACROSS THE TOP OF THE SIGN, AS SHOWN IN THE DETAIL 2. SIGN TO BE CONSTRUClED OF A RIGID MATERIAL, SUCH AS PLYWOOO OR OUTDOOR SIGN BOARD. SIGN MUST BE CONSTRUCTED IN A MANNER TO PROTECT DOCUMENTS FROM DAMAGE DUE TO WEATHER (Y/IND, SUN, MOISTURE, ETC.). 3. THE CBt.lPP INFORMATION SIGN MUST BE LOCATED NEAR THE ENTRANCE/EXIT OF THE SITE, SUCH THAT IT IS ACCESSIBLE/VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTlNG \/IEWS AS TO CAUSE A SAFETY HAZARD. 4. ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITlON AT ALL TlMES THROUGHOUT CONSTRUCTION AND UNTlL THE NOTlCE-OF-TERMINATION (NOT) IS FIL.ED FOR THE PERMIT. 5. CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE LOCAL AGENCY. 6. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. 7. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THIS CBMPP INFORMATlON SIGN. CURB AND GUTTER INLET CURB OPENING (WITHOUT GRATE) ANTl-VORTEX DEVICE 18" PERFORATED CMP RISER. AT LEAST THE TOP 2/3 OF CMP ABOVE THE BOTTOM OF THE SEDIMENTATlON BASIN SHALL BE PERFORATED WITH ½t DIAMETER HOLES SPACED ~;R~~~~:cl:.N□ ,oR-,2~,-,. below. Call before you dig. C: '-u z 0 ui ~ :c ~ ~ .,: 0 z ;,..,_ .,: ~ z ~ 0 I I -~ E '° ~ ■-~ w .,: 0 ~ w 0 .w " m oC :;;: cS n 0 ~ ~ z "' D f-OJ " U1 I coo " 'i' ::, U1 70 0 U1 oo WN f-" U1 (l' " ;'; '° .,: ~ "-w .,: " .:::. ; ~::: m ~ SHEET NUMBER 0 z 0 0 .,: 0 2 0 0 0 !-g ,i i ~ " U1 ::, r m w Q_ 0 :r: Cl' <t LL LL 0 >-f-u OHWOHWCOUNTY ROAD 48(AKA FAIRHOPE AVE)(80' R.O.W.)STATE HIGHWAY 181 (80' R.O.W.)RANCEWMALDI FAIRHOPEPREPARED FORALDI INC.EXISTINGCONDITIONS ANDDEMOLITION PLANC-200••Know what'sRNORTHLEGENDPROPOSED STORM INLETPROPOSED DRAINAGEEXISTING WATER MAINEXISTING GASEXISTING OVERHEAD POWEREXISTING SPOT GRADEPROPERTY LINEEXISTING CONTOUREXISTING OVERHEAD TELEPHONE LINEDEMOLITION NOTES:1. THE INTENT OF THE DEMOLITION PLAN IS TO DEPICT ALL EXISTING FEATURES THAT ENCUMBER THEPROPOSED CONSTRUCTION AREA AND ARE SCHEDULED FOR REMOVAL. SOME INCIDENTAL ITEMS MAYHAVE BEEN INADVERTENTLY OMITTED FROM THE PLAN. THE CONTRACTOR IS ENCOURAGED TOTHOROUGHLY INSPECT THE SITE AS WELL AS REVIEW THE PLANS AND SPECIFICATIONS PRIOR TOSUBMITTING PRICING. CONTRACTOR WILL NOT RECEIVE ADDITIONAL COMPENSATION FOR INCIDENTALITEMS NOT SHOWN ON THIS DEMOLITION PLAN.2. THIS DEMOLITION PLAN IS BASED ON AVAILABLE UTILITY INFORMATION AND MAY OR MAY NOT BE ALLINCLUSIVE FOR THIS SITE. ANY UTILITIES ENCOUNTERED DURING DEMOLITION THAT ARE NOTDEPICTED/ADDRESSED ON THIS DRAWING SHOULD BE BROUGHT TO THE ATTENTION OF THE PROJECTENGINEER IMMEDIATELY.3. CONTRACTOR IS REQUIRED TO OBTAIN ALL DEMOLITION PERMITS.4. ALL FEATURES IDENTIFIED ON THIS PLAN WHICH ARE LISTED TO BE DEMOLISHED ARE TO BE REMOVEDFROM THE SITE. AFTER DEMOLITION IS COMPLETE THE SITE SHALL BE DELIVERED IN A CONDITIONSUITABLE FOR DEVELOPMENT.5. CONTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITIES TO THOSE AREAS DELINEATED ON THECONSTRUCTION DRAWINGS UNLESS OTHERWISE DIRECTED BY THE DEVELOPER OR AS REQUIRED FORCONSTRUCTION OF IMPROVEMENTS.6. CONTRACTOR TO COORDINATE WITH ALL UTILITY OWNERS PRIOR TO DEMOLITION TO ENSURE SERVICESHAVE BEEN DISCONNECTED.7. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING AIRBORNE DUST AND POLLUTANTS BY USING WATERSPRINKLING OR OTHER SUITABLE MEANS OF CONTROL.8. CONTRACTOR TO USE CARE IN HANDLING DEBRIS FROM SITE TO ENSURE THE SAFETY OF THE PUBLIC.HAUL ROUTE TO BE CLOSELY MONITORED FOR DEBRIS OR MATERIALS TRACKED ONTO ADJOININGROADWAYS, SIDEWALKS, ETC. ROADWAYS AND WALKWAYS TO BE CLEARED DAILY OR AS NECESSARY TOMAINTAIN PUBLIC SAFETY.9. DE-WATERING SHOULD BE ANTICIPATED AND INCLUDED.10. ALL ASPHALT TO BE REMOVED SHALL BE SAW CUT ADJACENT TO REMAINING IMPROVEMENTS.11. WHERE REMAINING, INLETS, MANHOLE COVERS, AND VALVE COVERS TO BE PROTECTED IN PAVEMENTREMOVAL AREAS.12. SEE SITE AND IMPROVEMENTS PLANS FOR LIMITS AND GRADING OF RESURFACED DRIVEWAYS ANDENTRANCES.13. SEE LANDSCAPE PLAN FOR TREE REMOVAL/RELOCATION AND TREE PROTECTION.14. SEE EROSION CONTROL PLAN FOR REMAINING INLET PROTECTION AND EROSION PREVENTION.10,f 10 .90 107 1 :r: 'cl' o}, '°Jo 10 7 :r : 'f I :r: If 1 r., 1i4 I I Ii 1 /I,-:I r J b: I :r: r 1 :r: r C r '111.6 11 I I I I 10 10 ' I I I : I 16 _ __,., 112.1's ,1 112.12 X ' 112.21 112.J i X) ------111.81 ~ 11~70 111.26 10 10 111.39 111.21 111.09 111.15 111.06 111.07 I 109.63 I 109:37 X X I NSTRUCTlON • -1oa:sa GRAPHIC SCALE IN FEET 0 15 30 60 T ------w ------G-----------OHP'---------110~.90 ~ \ ()".l / ® below. Call before you dig. C: '-0 :c ~ ;,..,_ ~ -E ■-~ u z ui ~ ~ .,: 0 z .,: z ~ 0 I I ~ '° ~ 0 z 00 ~ ! 0 0 g· .,: 0 ~ 2 0 0 I 0 !-g .,: ,i ~ 0 i ~ 00 c, D 0 en I en ::, en::, w Q_ 0 :r: Cl' .ct LL LL 0 >-f-u SHEET NUMBER T10128367DETENTIONPONDTOP: 108BOT: 99NWL: 1047666661012COUNTY ROAD 48(AKA FAIRHOPE AVE)(80' R.O.W.)STATE HIGHWAY 181 (80' R.O.W.)RANCEALDI FAIRHOPEPREPARED FORALDI INC.SITE PLANC-300••Know what'sRNORTH#T¢ lliO q I I I I I I ~I - -- -~ -:::. -..,,,,,, ~M :::..-=----=--=--=--=--=----=--=--=-:::. -=---------------_J -l ~! i - - - - -J I I - - - --.....,.,, .. - - - - - -WSETBACKPER SLIDE 2067-F - - - - - - -7 I I I I I I ! p vi) I =•ru ....... {/) C c:, 01 Y1 24" PMITED 910P BAR ■lHS'RP 9llN (T'!P,) ... ~ID.VY CUTY ASPHALT PA\OIENT""' R50' / _______________ _j_ ________ ----. ____ _ R20' R50' R50' ~f£AWDU1Y"5PHALTPA\OIENT1""'--..... Version 7.0 Protot)Pe R40' ,.. ~~ _J 7 138'-----l----+---l 12 I i I " 0 "' --J I ., Left Hand Entry, Side Dock 21,720 sq.ft. INOLUOING CANOPY C.nopy Sq. Ft.: 1,278 Building Sq. Ft.: 20,442 RN FLOOR: 110.00' ~ j-->•' I CUTTER,P£RM.DOT IMIIEXflD07(1'1'1") I =•ru~• 24°PAINTEDSTOP■Alt--'MTHSTOPSICN(T'IP.) R.3'ql!EH'IDIIANT 3' .,·a·,,. RB' 8' -w u RJ' J R3' 1-19' R3' L JQ'..SefBACK ..ffR. ~E 2 67-F ~WONUIIENTSGIN(Atl'Dt TOMQll£CT\lt,\Ll'I..ANS FIii: DCTAl.5) ---------24' S89"46'10"E 571.19' • I rCIJIIISKDINECTIONAI. _L !lllifrl,\f;[ (lD'T) I J ~~ I _______ _j__~)(~-➔)~(~=~ :;: GRAPHIC SCALE IN FEET 0 15 30 60 LEGEND --- - -PROPERTY LINE BUILDING SETBACK 0 PARKING STALL COONT □ TRANSFORMER PAD SIGN <I 0: ¢ t c::==::J c::==::J c::==::J BOLLARD FIRE HYDRANT EXISllNG FIRE HYDRANT EXISTING POWER POLE EXISTING PAVEMENT MARKING STANDARD DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PA\ID.AENT HEAVY DUTY CONCRETE PAVEMENT CONCRETE SIDEWALK SITE DATA ADDRESS: ZONING DISTRICT: NEC FAIRHOPE AVE AND STATE HIGHWAY 181, FAIRHOPE, AL NO ZONING (BA.LD'MN COUNTY) SJlt....ABEAc NORTH SIDE: SOUTH SIDE: TOTAL SITE AREA: PROf0SfD SITF COYFBAGF· SITE AREA: BUILDING AREA: IMPERVIOUS AREA: PERVIOUS AREA: FIJlllBF SIJF COYFBAGF· SITE AREA.: IMPERVIOUS AREA.: PERVIOUS AREA: BIHi PING SETBACKS· NORTH EA.ST SOUTH WEST PARKING CAI ClH ADON· 144,756 S.F. (3.23 AC.) 155,0-45 S.F. (3.56 AC) 299,801 S.F. (6. 79 AC.) 155,045 S.F. 21,720 S.F. 104,746 S.F. 50,299 S.F. 1~,756 S.F. 97,504 S.F. 47,252 S.F. llEllUlllEll. 10' 30' 30' 60' (3.56 AC) (0.50 AC) (2.41 AC) (1.15 AC) (3.23 AC) (2.23 AC) (1.00 AC) eJlllWlEll. 35.79' 137,97' 126.46' 228.23' 1 SPA.CE PER 200 SF (20,442 SF) • 103 SPACES PARKING SIINMABY· STANDARD ACCESSIBLE IOIAL 101 • 105 100.00" 14.04,C 67.56X 32.44X 100.00,C 67.36" 32.64,C below. Call before you dig. i"1 z w 2 2 0 0 i'= u CL 0 :,a O' w CL C: 00 '-~ 0 ! :c ~ g· ;,..,_ ~ ~ I -E ~ ~ ~ 0 ■-~ ~ 00 w ~ 0 ~ w 0 .w c-m oC :;;: cS n 0 ~ ~ z "' D f-OJ " en I coo " 'i' 2 en 70 0 U1 oo WN O' c-f-" en "-w ;'; '° s: ~ s: c-~ ; ~::: m ~ SHEET NUMBER en z () en ~ 0 z ~ " en 2 w Q_ 0 :r: Cl' <t LL LL 0 >-f-u DETENTIONPONDTOP: 108BOT: 99NWL: 104OHWOHWCOUNTY ROAD 48(AKA FAIRHOPE AVE)(80' R.O.W.)STATE HIGHWAY 181 (80' R.O.W.)TRANCEWMKnow what'sRALDI FAIRHOPEPREPARED FORALDI INC.PAVING, GRADINGAND DRAINAGE PLANC-400••ALDI FAIRHOPEPREPARED FORALDI INC.PAVING, GRADINGAND DRAINAGE PLANC-400••NORTH109.00108.50STORM STRUCllJRE TABLE STRUCllJRE DETAILS: NAME: BUBBLE-UP snJCTIJRE BU-1 TOP: 102.oa E. INV IN: 07.50 TYPE "B• INLET CB-1 PER Al.DOT INDEX_ fl52107 TOP: 107.50 W. INY OUT: 1tn.150 TYPE •8" INLET CB-2 PER ALDOT INDEX_ f82107 TOP: 107.50 E. INV IN: 102.7S W. INV OUT: 102.7S 1YPE "B• INLET CB-J PER ALDOT INDEX 182107 TOP: 107.15~ E. INV IN: 102.15 SW. INV OUT: 102.15 T'll'E"B"INL£T ce-~ PER ALDOT INDEX ,S2111 TOP: 108.153 NE. INV IN: 101,53 S. INY OUT: 101.53 TYPE -a• INLET PER ALDOT INDEX 182107 CB-5 TOP: 108.DD SE. INY IN: 104.00 S. INV IN: 104.00 W. INV OUT: 102.40 T'll'E "B" INL£T cs-• PER Al.DOT INDEX f82107 TOP: 107.ts E. INV IN: 101.57 SW. INV CIJT: 101.1:57 TYPE "8• INLET PER Al.DOT INDEX fl52107 CB-7 TOP: 107.4-e NE. INV IN: 101,28 N. INY IN: 101,28 S. INY OUT: 101,28 TYPE "B• INLET CB-8 PER Al.DOT INDEX 182107 TOP: 107.80 N. INY IN: 100.81! E. INV OUT: 100.88 TYPE "8• INLET CB-0 PER ALDOT INDEX_ 182107 TOP: 108.70 W. INV IN: 100.08 E. INV OUT: 100.08 T'll'E "B" INL£T PER ALDOT INDEX f82107 CB-10 TOP: 108.70 W, INY IN: 99. 70 S. INV IN: 99.70 E. INV OUT: 00.70 TYPE •ct INLET CB-11 PER Al.DOT INDEX fl52111 TOP: 107.85 N. INY OUT: 101.00 CONlR<l.. SlRUCllH CS-1 TOP: 107.00 NW. INY OUT: 100.00 SLOPE PAVED 1-EADWAU. HW--1 PER Al.DOT INDEX 181900 TOP: 104.15 W. INY IN: 99.00 TYPE -i_• MANHOLE PER Al.DOT INDEX fl5218J MH-1 TOP: 107.25 SE. INY IN: 99.l50 W. INV OUT: 89.SO 110.58 110.66 16 1oi81 110.79 110.1 0.35x 110~77 x1 1.68 I X \ I DRAINAGE SWALE TO BE SOLID SODDED ':~ -~--/ '\ ~107~108 ' \ \ ~;.10.31 10.64 ~--111.66 111.73 111.57 111.70 111.73 111.67 111.70 ' 1.26 111.66 111.19 111.-10 111.44 111.39 111.10 111.21 .... 1 111.48 111.48 111.09 111.15 20' 'DE /// ;.,,,~_,,., /-SPIil.WAY y / I I DETAIL -• C--4-03 PROP 107.70 108.50 ~-----109---------::cF=":------------108.17 108.62 108.83 //,,,,,,--1~75 // I / I // \ ::--,-==---------109' / \ /r~~~· -·------21 36• ADS-HP O 0.39" 109.30 109.54 109.53 io9.39 \ (''-\ I '-108.43 \ 10a.19 '\ X X \ X ( X X { 109.18 108.40 \107 .59 I 1 08. 13 \ \ I i "-J \ X109.36 f 1' 108.51 \ / I / I / \ / V 108.07 ' FFE -110.00 \ 110.14 L,, 107.74 1 .57 109.58 X109.68 X 109.58 to9.9l x109 1 11 . 4 111.33 ------1u.19 !Li. ' -, 11~17 > ---0 ,,toe ( ____ -1-1f90 k 111.07 110.85 110.79 110.54 110.45 110.32 -----l._10.02 ' 110.88 ~ 110.61 110~51 110~39 119,!)~ 110.61 110.50 110.18 109.98 110.06 -1'09.9D 110.50 110.31 11D.17 -----:r----~~ D' w "' ;. ~ :::, 0 "------:107.07 1()11.JO 79 •108.80 100.80 .39 109.73 109.63 109.61 109.42 POND TOP ELEV: 108.00 100YR-24HR ELEV: 107.73 25YR-24HR ELEV: 107.05 10YR-24HR ELEV: 106.61 NORMAL POOL ELEV: 10-4-.00 01 BOTTOM ELEVr I° ~ m.,_ g ~ ' '-..._ 109.30 109.61 109.62 ' 105.25 105.-4 I fo10'7--106.31 , I I I I 1;06j68 10~54 s I ~J__ 11-, .3, 107.31 ,, 8 I PROPERTY LINE I ", I ', 108016 10 5 ~ .J--------1 1j~•31 I I ~oslgo 108Js4 I' I §I \ 108:94 §. X I V \__~--I I I 109:37 r I _1 ___ Jj~ GRAPHIC SCALE IN FEET 0 15 30 60 LEGEND ----~ @ --.,.---108.90 -108-PROPERTY LINE PROPOSED STORM DRAINAGE PIPE PROPOSED STORM DRAINAGE INLET PROPOSED STORM DRAINAGE MANHOLE PROPOSED GRADE SPOTS EXISTING GRADE SPOTS PROPOSED GRADE CONTOURS EXISTING GRADE CONTOURS DIRECllONAL FLOW ARROW PAVING AND GRADING NOTES: 1. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISllNG TOPOGRAPHY AS SH01MII ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE DEVELOPER AND ENGINEER FOR REVIEW. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCAllON ANO/OR ELEVAllON OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS Of THE VARIOUS UllLITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMAllON IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONlRACTOR MUST CALL THE APPROPRIATE UllUTY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UllLillES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISllNG UTILlllES M-tlCH CONFLICT Willi THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. CONSTRUCllON SHALL COMPLY Willi ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. -4-. ALL MATERIALS AND CONSTRUCllON WITI-llN THE ALDOT RIGHT-OF-WAY SHALL CONFORM TO lHE LATEST ALDOT DESIGN STANDARDS AND LATEST STANDARD SPECFICATIONS FOR ROAD AND BRIDGE CONSlRUCTION. 5. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE SPEOFlCATIONS AND LOCAL JURISDICTIONAL AGENCY. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICllONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT. THE MOST STRINGENT SHALL GOVERN. 6. CONTRACTOR SHALL AD.JJST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONllNUOUS GRADE. 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NAnJRAL AND PAVED AREAS. 8. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE 'MTH THE TYPICAL PAVEMENT SECllONS AS INDICATED ON THE DRA'MNGS. 9. 'M-IERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW-CUT THE FULL DEPTH OF PAVEMENT FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 10. 'M-IERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR SHALL SAW-CUT THE FULL DEPTH OF EXISTING PAVEMENT FOR A SMOOTH AND STRAIGHT JOINT AND MATCH lHE EXISTING PAVEMENT ELEVATION WllH lHE PROPOSED PAVEMENT UNLESS OlHERYIISE INDICATED. 11. ELEVATIONS SHO\lt'N AT CURB LINE ARE EDGE OF PAVEMENT UNLESS SPECIFIED OlHERWISE. 12. CONTRACTOR SHALL EXCAVATE EXISllNG PAVEMENT/SIDEWALK AREAS THAT ARE TO BE LANDSCAPED A MINIMUM OF Jo• OR AS DEEP AS NECESSARY TO ENSURE ALL STONE BASE / PAVEMENT MATERIAL IS REMOVED (WHICHEVER IS GREATER) AND BACKFILL 'MlH CLEAN / DRAINING SAND TO WllHIN 4 • OF TOP OF CURB TO ENSURE PROPER SOIL FOR PLANT MATERIALS. 13. THE CONTRACTOR SHALL ENSURE THAT ISLAND PL.ANllNG AREAS AND OTHER PL.ANllNG AREAS ARE NOT OVER-COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. lHE CONTRACTOR SHALL ALSO EXCAVATE AND REMO'vE ALL UNDESIRABLE MATERIAL.. FROM ALL AREAS ON lHE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 14. ALL CUT OR FILL SLOPES SHALL BE 4H:1V OR FLATTER UNLESS OTHERWISE NOTED. 15. ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHAU. RECEIVE -4-INCHES OF TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO AU. SLOPES :3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISlURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALlHY STAND OF VEGETATION IS OBTAINED. 16. THE CONTRACTOR SHAI...L GRADE THE SITE TO lHE ELEVATIONS INDICATED AND SHALL RE-GRADE WASHOUTS WHERE lHEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 17. LANDSCAPE ISL.ANDS IN PARKING AREA TO BE BERMEO 18" ABOVE BACK OF CURB ELEVATION. 18. ALL PAVEMENT MARKINGS SHO\lt'N ON SITE PLAN WILL BE PAINTED. DRAINAGE NOTES: 1. CONTRACTOR TO CONSTRUCT DRAINAGE STRUCTURES WllH USF GRATES. RIMS AND COVERS AS CALLED OUT OR APPROVED EQUAL SHOP DRAWINGS ARE TO BE PRO\!lDEO TO ENGINEER FOR APPROVAL PRIOR TO ANY CONSTRUCllON. 2. CONTRACTOR TO REFER TO ALDOT DESIGN STANDARD FOR MANHOLE, INLET AND GRATE SPECIFICATIONS. J. ALL DRAINAGE STRUClURES SHALL BE CONSTRUCTED WITH (-4-) SIDED BEARING HEAVY DUTY H-20 RATED TRAFFIC RIMS AND GRATES, -4-. CONTRACTOR TO VERIFY ALL EXISllNG UllLITY RINGS AND COVERS ON SITE ARE HEAVY DUTY TRAFFIC RATED. CONTRACTOR TO REPLACE DEFICIENT RINGS AND COVERS WllH HEAVY DUTY TRAFFIC RATED RINGS AND COVERS. CONTRACTOR TO ADJUST RIM ELEVATIONS OF ANY UTIUllES THAT CHANGE IN ELEVATION DURING CONSTRUCTION. 5. ALL CLEAN-OUT COVERS SHOULD BE RATED FOR HEAVY DUTY TRAFFIC. 6. SIDEWALKS AND CROSSWALKS SHALL NOT EXCEED 2X CROSS SLOPE NOR 5:JC LONGll\JDINAU.Y. GRADES IN ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 2% IN ANY DIRECTION. IN CASES OF SIDEWALK LANDINGS AT BUILDING ENTRANCES, GRADES SHALL NOT EXCEED 2X IN ANY DIRECllON. ACCESSIBLE CURB RAMPS SHALL NOT EXCEED 6' IN LENGlH AND 1:12 SLOPE. LANDINGS AT CHANGES IN DIRECTION SHALL BE MINIMUM 5o•xso· AND SHALL NOT EXCEED 2X SLOPE IN ANY DIRECTION. 7. ROOF DRAIN CONNECTIONS TO DRAINAGE PIPE SHAI...L BE AS FOLLOWS: 8. FOR ADS N-12 CORRUGATED POLYETHYLENE DRAINAGE PIPE USE ADS DUAL WALL FABRICATED REDUCING SADDLE TEE -4-•-2-4-" DIAMETER. 9. FOR RCP DRAINAGE PIPE MAKE CONNECTION PER ALDOT SPECIFICA llONS 10. NOTIFY CONSULTANT FOR CONNECllON METHOD TO STEEL PIPE. 11. ALL DRAINAGE PIPE JOINTS SHALL BE FILTER FABRIC ~APPED PER ALDOT SPECIFICATIONS. ALL DRAINAGE PIPE JOINTS NEED TO BE FILTER FABRIC 'NRAPPED REGARDLESS OF MATERIAL... 12. IF ANY EXISTING STRUClURES TO REMAIN ARE DAMAGED DURING CONSTRUCllON IT SHALL BE lHE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUClURE AS NECESSARY TO RElURN IT TO EXISTING CONDITIONS OR BETTER. 13. CONTRACTOR IS RESPONSIBLE FOR DEMOLlllON OF EXISllNG STRUClURES INCLUDING REMOVAL OF ANY EXISTING UTILlllES SER\!lNG lHE STRUCTURE. 14. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 15. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 16. ALL STORM PIPE ENTERING STRUClURES SHAU. BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WA TERllGHT. 17. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WllH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 5• ABOVE FINISH GRADE. LIDS SHALL BE LABELED ·sTORM SEWER·. 18. ALL CATCH BASINS WITHIN PROPOSED TRAFFIC AREAS SHALL HAVE BICYa..E PROOF GRATES. 19. CONTRACTOR TO FLUSH AND VACUUM ENllRE ON-SITE STORM WATER SYSTEM UPON COMPLETION OF PROPOSED WORK. 20. REFER TO DETAIL SHEETS C-401, C--4-02 AND C--4-0J. NOTES: 1. EXISTING INFORMATION HAS BEEN TAKEN FROMA SURVEY PREPARED BY LAWLER AND COMPANY DATED JANUARY 16, 2020. ELEVATIONS SHOWN ARE BASED ON NORlH AMERICAN VERllCAL DAlUM OF 1988 (NAVO 1988) . x -_ ~ 2. FLOOD ZONE: AE, AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD 108.65 10&5~ INSURANCE RATE l.!AP OOMMUNITY PANEL NUMBER 0100JC066JM. EFFECTIVE DATE APRIL 19, 2019. 108.89 108.68 108.71 below. Call before you dig. C: '-0 :c ~ ;,..,_ ~ -E ~ ■-~ w ~ 0 ~ w 0 .w c--m oC :;;: cS n 0 ~ ~ z "' D e-OJ " U1 I coo " 'i' ::, U1 70 0 U1 oo WN (l'c--,........_ U1 n.w ~ LO <t ~ <Cc-~ ; ~::: m ~ SHEET NUMBER 0 z ~ " U1 ::, w Q_ 0 :r: Cl' ..,: u. u. 0 >-f-u ACCESSIBLE SIGN POST INSTALLATION DETAILN.T.SREFER TO SIGN POSTDETAIL, THIS SHEET9"9"#6 - 14" LONG REBAREACH WAY THROUGHPIPERESERVED PARKING SIGN MOUNTEDFACING PARKING SPACE OR NOPARKING ANYTIME SIGN MOUNTEDFACING LOADING ZONE, WHEREAPPLICABLE BY CODEVAN ACCESSIBLE SIGN, MOUNTEDFACING PARKING SPACEPIPE BOLLARDUSE 6" SCHEDULE 40 STEEL PIPEWITH TOP ROUNDED FILLED W/CONCRETE AND PAINTEDTRAFFIC YELLOWSLOPE TOP OFCONCRETEGROUND/PAVING SURFACE3'-8"5'-0"MIN. TO BOTTOM OF LOWEST SIGN3'-0"0" (N.T.S.)4000 P.S.I. P.C.CONCRETE3"NOTES:1. SITE ENGINEER SHALL REVIEW ALL FEDERAL, STATE, AND LOCAL CODE ANDPROVIDE SIGNAGE IN ACCORDANCE WITH ALL ADA REQUIREMENTS. THISDETAIL IS PROVIDED FOR GENERAL GUIDANCE ONLY.2. ANY REQUIRED "FINE" SIGNS SHALL BE PROVIDED ON POST AS REQUIRED BYANY STATE AND/OR LOCAL REGULATIONS.ALDI FAIRHOPEPREPARED FORALDI INC.PAVING, GRADINGAND DRAINAGEDETAILSC-401••Know what'sRACCESSIBLE PARKING SPACE SYMBOLN.T.SACCESSIBLE SIGN DETAILN.T.SAMERICANS WITH DISABILITIES ACT COMPLIANCE NOTES••••ADA COMPLIANCE NOTESN.T.S••••••••••••••••••••(TYP.)2'-4"3 3/4" (TYP.)4" YELLOW6"(TYP.)EDGE OF CONCRETE OR PAVEMENTLETTERSALWAYSYELLOWNOTES1. CONTRACTOR SHALL APPLY TWO (2) COATS OF PAINT2. REFER TO SITE PLAN FOR NUMBER AND LOCATION.3'1' 9"NO PARKING LETTERING DETAILN.T.SSIGN POST DETAILN.T.SSTOP SIGN DETAILN.T.SCURBSIDE PARKING DETAILN.T.SCURBSIDE CURBSIDE CURBSIDE CURBSIDE-ARIAL BOLD FONT SHALL BE USED FOR NUMBERS AND LETTERS.-PAINT SHALL BE SEALMASTERS 'COVER PAVE' OR 'LIQUID THERMOPLASTIC' TRAFFICMARKING PAINT OR AS APPROVED BY ALDI CM, CONTACT ROCHESTER JET BLACK,GARY ROSBROOK, 585-441-4125 FOR ORDERING.-a. COLOR PAVE SHALL BE USED FOR NEW PAVEMENT.-b. LIQUID THERMOPLASTIC SHALL BE USED FOR OLDER PAVEMENT THAT HAS BEENSEALED WITH A COAL TAR SEALER.-SURFACE PREPARATION SHALL COMPLY WITH MANUFACTURERS REQUIREMENTS.-SIGNS, NUMBERS AND WORDING TO BE PLACED CENTERED.ALDI BLUE CUSTOM COLOR:CCE COLORANTOZ3264128L1-BLUE - 63 1 1R3-MAGENTA - 5 - 1Y3-DEEP GOLD - 1 1 -3124POLE MOUNTED RESERVED -[ CURBSIDE PARKING SIGNS. SEE PLAN FOR LOCATION AND TYPE (TYP) • • r PARKING SPACE AND SIGN __J__ """ w mm,,,.,, 60" NUMBERS (TYP) 12'' LETTERS (TYP) PARKING STALL 'MOTH (TYP) ENTIRE PARKING SPACES TO BE PAINTED "ALDI BLUE" l'llTH 'MHITE NUMBERS AND LETTERS 1. WALKING SURF ACES. WHEN ON AN ACCESSIBLE ROUTE SHALL NOT HA VE POST CONSTRUCTION SLOPES EXCEEDING 1:48 (2%) CROSS SLOPE OR 1:20 (5%) RUNNING SLOPE, EXCEPT IN AREAS DESIGNED AS ADA RAMPS. 2. WALKING SURF ACES, WHEN ON AN ACCESSIBLE ROUTE, CHANGES IN LEVEL OF 14 INCH HIGH MAXIMUM ARE PERMITTED TO BE VERTICAL; HOWEVER CHANGES BETWEEN 14 INCH AND ½ INCH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1: 2. CHANGES IN LEVEL GREATER THAN ½ INCH MUST BE RAMPED. 3.RAMPS AREAS WITHIN THE ADA ACCESS ROUTE SHALL NOT HAVE POST CONSTRUCTION SLOPES EXCEEDING 1:48 (2%) CROSS SLOPE OR 1:12 (8.3%) RUNNING SLOPE. RAMP LANDING AREAS SHALL NOT EXCEED POST CONSTRUCTION SLOPES GREATER THAN 1:50 (2%) IN ANY DIRECTION. RAMPS MUST HAVE LANDINGS AT THE TOP AND BOTTOM OF EACH RAMP RUN. 4. WHERE HANDRAILS ARE PROVIDED, THE CLEAR 'MOTH BETWEEN THE HANDRAILS SHAUL BE 36 INCH MAXIMUM ON A RAMP RUN. 5.ALL ACCESSIBLE AREAS WIUL BE CONSTRUCTED 'MTH SLIP RESISTANT FINISH. 6.HANDICAP PARKING AREAS INCLUDING ACCESSIBLE PARKING SPACES AND ACCESS AISLES, SHALL NOT HAVE POST CONSTRUCTION SLOPES EXCEEDING 1:48 (2%) IN ANY DIRECTION. 7.HANDICAP PARKING WIDTH SHALL NOT BE LESS THAN 96 INCHES FOR CAR PARKING OR 132 INCHES FOR VAN ACCESSIBLE PARKING. STRIPED ACCESS AISLES BETWEEN PARKING SPACES SHALL NOT BE LESS THAN 60 INCHES 'MOE. 'MOTHS ARE MEASURED FROM THE CENTER OF PAINTED STRIPE BORDERS. WIDTHS SHOULD BE MEASURED FROM THE EDGE OF ANY PHYSICAL BOUNDARY, SUCH AS A CURB OR EDGE OF PAVEMENT. B.CURB RAMP RUNNING SLOPE SHALL NOT EXCEED 1:12 (8.3%) MAXIMUM. CROSS SLOPE MUST NOT EXCEED 1:48 (2%) MAXIMUM. SIDE FLARES MUST NOT BE STEEPER THAN 1:10 (10%). LANDINGS SHALL BE PROv1DED AT THE TOPS OF CURB RAMPS AND THE LANDING CLEAR LENGTH SHALL BE 36 MINIMUM. LANDINGS AT CURB MUST BE LEVEL IN ALL DIRECTIONS WITH SLOPES NOT EXCEEDING 1:48 (2% MAXIMUM). COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO CURB RAMPS MUST NOT BE STEEPER THAN 1:20 (5%). THE ADJACENT SURFACES AT TRANSITIONS OF CURB RAMPS TO WALKS, GUTTERS, AND STREETS SHALL BE THE SAME LEVEL. r VAN ACCESSIBLE EDGE OF CONCRETE/ EDGE OF PAVEMENT "--..._EDGE OF EXTERIOR SUllDING WALL NOTES: -,. -REFER TO"NO PARKING DETAIL" FOR 2. ~~l~Nl~E~R~l~R~~<;ci: ~~~1ERAL LA muT tt======:t=::: GUIDANCE ONLY FOR SITE ENGINEER. THIS f-L----~-1 DETAIL DOES NOT NEED TO BE INCLUDED ~:~~l%~~i;~~~;~~~~~~EE~~;l~~g-~NNO 1 THE SITE PLAN ''NO PARKING" TEXT SHALL SE SPACED EVENLY ON EACH SIDE OF THE BUllOING WITH A MAXIMUM OF 20' BETWEEN SETS OF LETTERING. ALDI FOOD STORE BOLLARD (TYP.) (SEE ARCH OWGS.) ALDI Inc. Prototype Detail NO PARKING BAR DETAIL N.T.S. ~ -~-~"J r 7' MIN. GALVANIZED NUTS & BOLTS TYP. BOLLARD REQUIRED WHEN SIGN IS LOCATED IN PAVEMENT OR IN FRONT OF PARKING STALLS 8' SQUARE SIGN POST. ULINE MODEL H-5515 OR APPROVED EQUAL SLOPE CONCRETE AWAY FROM POST SIDEWALK FINISHED GRADE 12" DIA. CONCRETE FOOTING COMPACTED SUBSOIL 10· 26" --''-'----+ STOP ---4 1, /I 1~-~ 30" ~ B.1-=1 NOTE: SIGNS SHALL BE HIGH INTENSITY REFLECTION below. Call before you dig. C: '-0 :c ~ ;,..,_ ~ -E ~ ■-~ w ~ 0 ~ w 0 .w " m oC :;;: cS n 0 ~ ~ z "' D f-OJ " U1 I coo " 'i' ::, U1 70 0 U1 oo WN (l' " """' U1 n.w ~ LO <t ~ <'. " ~ ; ~::: m ~ SHEET NUMBER 0 z ~ " U1 ::, w Q_ 0 :r: Cl' .ct LL LL 0 >-f-u ALDI FAIRHOPEPREPARED FORALDI INC.PAVING, GRADINGAND DRAINAGEDETAILSC-402••Know what'sRTACK COAT(APPLIED AT A RATEOF 0.2 GALLONS/S.Y.)PROPOSED ASPHALTPAVEMENT SURFACECONCRETE PAVEMENT SECTIONPROVIDE THICKENED EDGE AT 2TIMES THE THICKNESS OF THECONCRETE SECTION2'4'-5"12"105.75'105.75'6"2'2'105.58'6"ASPHALT SURFACE CCXJRSE (HOT MIX) -ALDOT NO. 424A MAX, 3/8 IN, ESAL RANGE A/B TACK COAT (403-1) TYPICAL STANDARD DUTY ASPHALT PAVEMENT SECTION ; .. _:· __ : ..... -_ · '. ~--· .. _: -'".-:: •< ·· -~~~ .:·_ ;·.: .... (-:: ;: r i_ ,--~ ... -TYPICAL HEAVY DUTY ASPHALT PAVEMENT SECTION CONCRETE CAP-SMOOTH FINISH PAINT TO MATCH POST 6" STD. G.I. PIPE, CONCRETE FILLED-PAINTED OSHA YELLOW FINISH SURFACE 24" DIA. 2500 PSI CONCRETE FOOTING ... : SUBBASE COURSE CONTRACT I ON JO I NT CONCRETE TO ASPHALT DETAIL PIPE BOLLARD TYPE A CURB PLAN YIEW "!OH I hit p,-o.u:cr tNCIHC[II S14DIA.D Ch'[ 1KC l"'l. .t.H[NT IOhl TD UCTIC!lrll ~ 1 &ND TO SECll()I J'IO :l r-. P.IY[O OITCM ru,,u, l!H(AE .I. S1t1,Af' Tt,lllt,I 15 Mf:CCSS&AY. lOOlllQtj&l. HilCIH IS R:tC~Kl€D JN nEst .IR{AS, 10: ctt,11.t.lN IMf AUN OH TMROUCH THI$ CURllt ~Ctlt;M. SECTION "A-A" SECT JON "B-8" IMi.f;l ~ ~--••.,·,,., .... , ................ ,. LfRONf---:CIPE ""'"" """"' NOl[t SQ..ID SUI ON !kc.-t~ SlUIIUI 111._.. ifi;I, INTIElll~Dl-'TIE LUCS WILL II[ llt(Q.rlRt.D, 'U.&C:t:D 1.T DIUAHCU NOT U!(.lf[.11 nu~ :l'D rur Cf:IH[Jt TO CCWT(R 5LCF'f; 5.IME: A!o cur 61.Cll s.LOP£ !«)TE.I C:01.cllE:lE. St.~ DRAltfS WILL 9£ fll,1110 r()III UNO[R "54.l;Pt P.IVUI&" lPtR (\,I ~0 I NQT[ TO PtS l[j,N [NG I N([R: tltl; D£'51CN f:N(;lNEER 'a!EN 'i,ETTINI; UP su;:f>i, ORl.llt5 'i,HAU, ttN'Ut[ i,IJTl[ll,I •1Dnt Of D"AINS A5 RE:WIACP AT 1:1.CH LOC.ITION, A<ttflDINi; 10 Mt,.,, !Yfllt ~ S.uAfl(I;, w.o.1£Aj,11L ti !AC:H "'ff"-TO llt ~A1N!:I). Sa.<JIE OF .t.MI, A!i l(LL A:!ii !it.OPE: or T>tE PADPOSl0 DRAIN IT'StLr. ltt[ OU'll'I r, HI[ Dllot.l" !i14All t,L!iO l!I[ CH[Cll.[D TO A5C[.Rli,Jit,i Ir [)[JI~ OF Ir D'!flllt IS SVJ"FIC:IUtT JO CO'i!Hllrj ~CAITIClL FLO----SPf.(l~lCll!Off!,--t:uflllllOII JUIIW. CM:,-dlfW(NT Of' 1•.111SN!fthllo..t COHCRETE SLOPE 011'.1,[li --1NlnrJld!. ~_ ... ..__...J!ll:.I!_ so~s14 NOT 10 SCALE 61.1107 TYPICAL CONCRETE PAVEMENT SECTION NOTE: ALL CURBS TO HAVE STANDARD 3' TRANSITION FROM 6" HEIGHT TO FLUSH (O" HEIGHT). A STANDARD TEMPLATE SHALL BE USED AT ALL LOCA TlONS TO PROVIDE UNIFORM CURB TRANSITION THROUGHOUT THE PROJECT, CURB TERMINUS TRANSITION DETAIL NTS SEAL WITH WATERSTOP PROPOSED FORCE MAIN WITH SUMP PUMP, REFER TO GRADING AND DRAINAGE PLAN. CONNECT TO INTERNAL SUMP, SEE PLUMBING DRAWINGS FOUNDATION WALL & FOOTING, SEE STRUClURAL DRAWINGS 110. ' FIN. FLOOR 4" 3,500 PSI CONCRETE WITH LIGHT BROOM FINISH 6 X 6, 10, 10 W.W.M . . . '-· .· _; •.·i•,., ./• .. -/:.-". __ ,·-~4• COMPACTED AGGREGATE BASE ·,~,·,~n;/)15;;£:\i5l1~STABLE/CO•PACTEO SUBGRAOE CONCRETE SIDEWALK N.T.S 1% MIN. SLOPE WATERTIGHT CONNECTION OWNSPOUT (SEE ARCHITECTURAL DRAWINGS) FINISHED GRADE 0 NOTES: 1. PIPE MUST BE SCHEDULE 40 PVC. 2. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DO'wNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO AND INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE PONT OF THE RODENT SCREEN. DOWNSPOUT COLLECTOR DETAIL DfSl('..NfR NQTf: IF THE MUNICUPALJTY REQUIRES DEEPER BASIN OR MUNICIPALITY SPEaFIC REQUIREMENTS -ENGINEER MUST COORDINATE WITH ARCHITECT TO ADJUST FOOTING/BASIN DUE TO COLLISIONS HEAVY DUTY GRATE & FRAME -NEENAH R-3210-Q (MAX 1/2" GRA 1E OPENING} FINISH DRIVE SURFACE &: BASE, SEE STRUCTURAL DRA'MNGS 4" PERFORATED UNDERDRAIN TIE-IN 1 3.58' PIPE INVERT VARIES T.O.FOOTING SEE STRUCTURAL DWGS PRE-CAST CATCH BASIN FOOTINGS MAY BE CUT BACK AROUND INLET, REFER TO SlRUCTURAL DRAWING FOR INFORMATION UNDISTURBED EARTH OR ENGINEERED BACKFILL TRUCKWELL CATCH BASIN (with int. N~~mp pump) below. Call before you dig. C: '-0 :c ~ ;,..,_ ~ -E ~ ■-~ w ., 0 ~ w 0 .~ c-m oC :;;: cS n 0 ~ ~ z C, D f-OJ " U1 I coo " 'i' ::, U1 70 0 U1 oo WN (l' c-f-"-U1 n.w ;:'; '° "' ~ ., c-~ ; ~::: m ~ SHEET NUMBER 0 z 0 0 ., 0 2 0 0 0 !-g ,i i ~ " U1 ::, w Q_ 0 :r: Cl' <t LL LL 0 >-f-u Know what'sRALDI FAIRHOPEPREPARED FORALDI INC.PAVING GRADINGAND DRAINAGEDETAILSC-403••2' WIDE X 1.5' TALL Yr'EIR OPENING 1 z• DIA. QRCULAR Ha..ETHROU<I-ITHE BOTTOM Of THE BOX F-ELEV. , .. :EE PL-AN----+-+---2:·. ---++---S-EE PLA: ELEV.1o.J.OO SPILLWAY ELEV,102.50}__ ---~-12" DIA. CIRCULAR Ha..E 11-RlUGH THE BOTTOM OF THE BOX "" El.EV. rn rn 1111111111 ,111111111111111 I I I I I I I I I Ill ill ill ill BUBBLE-UP STRUCTURE "BU-1" DETAIL SKIMMER MOUNTING BRACKET a• ORIFICE GRAlE SKIMI.IER MOUNTING BRACKET (TYP) WELD CORNERS 2' WIDE X 1.5' TALL WEIR OPENING " j" THICK '\._ ALUMINUM OR FIBERGLASS SKIMMER BLADE NOTE: 1, FASTEN SKIMMER BLADE TO MOUNTING S1RAP W/3/8• GALV. BOLTS &: FASTNERS, 2. FASTEN MOUNTING BRACKETS TO STRUCTURE W/3/8•-,.4• EXPAN. ANCHOR BOLT & FASTNERS. SKIMMER MOUNTING BRACKET DETAIL N.T.S. ~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;~~ TOP OF SKIMMER ELEV. 107.50 Ir TOP OF INLET ELEv. 101.00 Yr'EIR (ON BOTI-t SIDES) WEIR ELEY 105 30 SKIMMER INV. 104.70 ii __ H--•·□•IFlCE :--T='---=---=-""'-~ELE=V·='°·~·oo= --_j_i -~-ORIFICE INV. 103.50 :;:;=;;:;::;:::;:;;:;::::;;:::;:J I I ::;:;=;;:;;'.::;;;~ 2· ~ ~ I 3'-0" =~'-'--'-1 ~ 2'-0" -----J ~= 4 • TI-tlCK CONCRETE APRON AROUND CONTROL STRUCTURE. JOOO PSI MIN COMPRESSIVE S1RENGTH AT 28 DAYS 35• ADS-HP INV. 100.00 CONTROL STRUCTURE "cs-1'' DETAIL MODIF1EDINL.ET ALDOTINDEXf62107 N.T.S. I I I ~~ I I I I I I MODIFIED INLET ALDOT INDEX #62107 N.T.S. DETENTION POND MAX STAGES POND TOP ELEV: 108.00 100YR-24HR ELEV: 107.73 25YR-24HR ELEV: 107.05 10YR-24HR ELEV: 106.61 NORMAL POOL ELEV: 104.00 POND BOTTOM ELEV: 99.00 below. Call before you dig. C: '-0 :c ~ ;,..,_ ~ -E S2 SHEET NUMBER 0 z w Q_ 0 :r: Cl' Ci' LL LL 0 >-f-u 10128367DETENTIONPONDTOP: 108BOT: 99NWL: 1047666661012OHWOHWCOUNTY ROAD 48(AKA FAIRHOPE AVE)(80' R.O.W.)STATE HIGHWAY 181 (80' R.O.W.)RANCEWMELECTELGASWMWMWMWMWMWMWMGASGASGASGASGASGASGASTFIREWMELEC ELEC ELEC ELEC ELEC ELECELECTEL TEL TEL TEL TEL TELTELELECTELGASWMWMWMWMWMWMWMGASGASGASGASGASGASGASTFIREWMELEC ELEC ELEC ELEC ELEC ELECELECTEL TEL TEL TEL TEL TELTELALDI FAIRHOPEPREPARED FORALDI INC.UTILITY PLANC-500••Know what'sRNORTHTl I: i ! -j~:r:~, ______________ __r_ri~rRTY [~' :r: I H~HP---------------------------------------1 CON1RACTOR TO INSTALL a• PVC SLEEVE FOR FUTURE WATER SERVICE LINE EXTENSIONS 1" IRRIGA 110N METER IN VAULT AND RPZ Versioo 7.0 Prototwe Left Hand Entry, Side Dock 21,720 sq.ft. INCLUDING CANOPY Canopy Sq. Ft.: 1,278 BuHding Sq. Ft.: 20,4-42 RN Ft.OOR: 110.00' ---G----C CONNECTION TO EXISTING GAS MAIN ! e C0-2 25 LF OF s· PVC 0 2.0°" D MH-3 2• PVC FORCE MAIN PROPERTY-I LINE~ GRAPHIC SCALE IN FEET 0 15 30 60 ----WM-----w--w--w-----$$-------------GAS---___ G ------E~C ------TEL---___ T ------OHP---□ "' Nm ~ ~ UTILITY NOTES: PROPERTY LINE DOMESTIC WAlER LINE EXISTING WATER LINE SANITARY SEWER LINE EXISTING SANITARY SEWER MAIN PROPOSED STORM DRAINAGE PROPOSED GAS LINE EXISTING GAS LINE PROPOSED ELETRIC LINE PROPOSED TELEPHONE LINE EXISTING OVERHEAD TELEPHONE LINE EXISTING OVERHEAD POWER LINE TRANSFORMER PROPOSED PIPE BEND PROPOSED METER AND RPZ ASSEMBLY PROPOSED GA TE VAL VE PROPOSED DOUBLE DETECTOR CHECK VALVE FIRE HYDRANT ASSEMBLY 1. THE CONTRACTOR SHAU. PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 2. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUClURES AND OTHER ABOVE AND BELOW-GRACE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF SUCH PRIOR TO THE START OF CONSTRUCTION. 3. A MINIMUM OF 10· SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS ROOT BARRIER IS INSTALLED. 4. GAS. PHONE AND ELECTRIC SER'vlCES SHOWN FOR INFORMATIONAL PURPOSES ONLY. ORY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR RE'vlEW. 5. FIRE SERVICES TO BE CONSTRUCTED USING OR14 PVC PIPE UNLESS OTHERWISE NOTED. 6. 5• SANITARY SEWER LATERALS MUST MAINTAIN A 1.04X MINIMUM SLOPE TO ENSURE PROPER FLOW. 7. CONTRACTOR SHAU. ADJUST EXISTING VALVES ANO OTHER APPURTENANCES TO FINAL GRADE. All. SURFACE UTILITIES TO REMAIN SHAU. HAVE TRAmC-RATEO LIDS IN PAVEMENT AREAS. 8. THE MINIMUM HORIZONTAL CLEARANCE BETWEEN WATER LINES AND SANITARY SEWER LINES IS 10 FEET. THE MINIMUM VERTICAL a.EARANCE BETY£EN WATER LINES AND SANITARY SEWER LINES IS 2 FEET. 9. All. UTILITY TRENCHES SHALL BE BACKFILLED WITH SUITABLE Fill. ANO COMPACTED PER ASTM 0-698 TO 95,C OF THE MAXIMUM ORY DENSITY WITH 3 OF OPTIMUM MOISTIJRE CONTENT IN 6" LOOSE LIFTS. CONTRACTOR SHAU. USE CRUSHED CONCRETE OR CR610 FOR BEDDING AND BACKFILL UNDER PA\/EMENT. 10. WHERE UNSUITABLE SOILS ARE ENCOUNTERED FOR BEDDING OR BACKFILl.lNG PURPOSES, SOIL OR A WELL GRADED STONE SHAU. BE USED TO BED AND BACKFILL THE UTILITY. 11. SANITARY SEWER LATERAL PIPE MAY BE SCHEDULE -4-0 PVC OR DUCTILE IRON PIPE. 12. All. FITTINGS SHAU. BE MECHANICAL JOINT TYPE. 13. CONTRACTOR SHAU. MAINTAIN 3 FEET MINIMUM COVER ON WATER LINES. 14. THRUST BLOCKS SHALL BE INSTALLED ON All. BENDS IN WATER PIPE 3• OR GREATER IN DIAMETER. SANITARY SEWER SlRUCl\JRE TABLE SlRUCl\JRE DETAILS: NAME: a.£AN OOT C0-1 10P: 1011.78 SE. INV OUT: 103. 78 a.£AN OOT C0-2 TOP: 108.95 E. INV OOT: 104.50 a.£AN OOT CO-J TOP: 109,42 E. INV OUT: 102.40 un STA110N LS-1 10P: 109,11 N, INV IN: 101,34 SANITARY MMIHa.E TOP: 108.78 MH-1 W, INV IN: 101.84 N, INV IN: 102.08 S. INV OUT: 101.SO SANITARY MMIHa.E 10P: 1011.20 MH-2 N. INV IN: 102.70 W. INV IN: 104.00 S. INV OUT: 102.80 SANITARY MANHOLE MH-3 TOP: 107,92 NW. INV IN: 103.08 S. INV OUT: 102.98 Needed Fire Flow /NFFl UTILITY CROSSINGS· X-1 TOP OF STRM PIPE: 104.33 BOTTOM OF SSWR Pl PE: 105. 95 CLEARANCE:1.62' per NFPA 1 Unitirm Fire Code Handbook, 2012 Edition Buildina Fire Area= 21.720 Buildina Tvoe roer NFPA 2201 = V(000) Associated Min. Required Fire Flow= 4,000 leer Table H.5.1 of the NFPA Uniform Fire Code Hanclx,ok\ Fire Sarinkler -Yes or No= YES Minimum Fire Flow Reouired= 1.000 below. ffi Fire Flow Provided= 1,500 Call before you dig. i"1 z w 2 2 0 0 i'= u CL 0 :,a O' w CL C: 00 '-~ 0 ! :c ~ g· ;,..,_ ~ ~ I -E ~ ~ ~ 0 ■-~ ~ 00 w ~ 0 ~ w 0 .w " m oC :;;: cS n 0 ~ ~ z "' D e-OJ " en I coo " 'i' ::, en 70 0 U1 oo WN O' " e-" en "-w ;'; '° s: ~ s: " ~ ; ~::: m ~ SHEET NUMBER en z () en ~ 0 z ~ " en ::, w Q_ 0 :r: Cl' <t LL LL 0 >-f-u 10128367DETENTIONPONDTOP: 108BOT: 99NWL: 1047666661012COUNTY ROAD 48(AKA FAIRHOPE AVE)(80' R.O.W.)STATE HIGHWAY 181 (80' R.O.W.) NORMANDY STREET(50' R.O.W.)CETELWMWMWMWMWMGASGASGASGASGASTFIREWMELEC ELEC ELEC ELECELECTEL TEL TEL TELTELTELWMWMWMWMWMGASGASGASGASGASTFIREWMELEC ELEC ELEC ELECELECTEL TEL TEL TELTELKnow what'sRALDI FAIRHOPEPREPARED FORALDI INC.UTILITY PLANC-501••NORTHT112 108 104 100 96 94 --1 P LINE IH [-~I 1 :------------------------------------------: C0-1 ---------------Version7.0Protot:,pe IAftHcndEn~SldeDoc:11 21,7201q-ft.lNCU.lllrlGCANCPY C4n"'15(1.Fl:1.278 BuldngSq.Fl:20.442 Flt Fl.OCR: 110.oo' PROPERTY'il LINE I I I I I GRAPHIC SCALE IN FEET 0 2040 80 ----WM-----w--w--w-----ss-------------GAS------G ------E~C ------lEL ------T ------OHP---□ ....... ~ g STA: 21+27.43 X-( nil. 2" PLUG VALVE MJ ·1o STA: 21+28.90 PROPERTY LINE DOMESllC WATER LINE EXISTING WATER LINE SANITARY SEWER LINE EXISTING SANITARY SEWER MAIN PROPOSED STORM DRAINAGE PROPOSED GAS LINE EXISTING GAS LINE PROPOSED ELETRIC LINE PROPOSED TELEPHONE LINE EXISTING OVERHEAD TELEPHONE LINE EXISTING OVERHEAD POWER LINE TRANSFORMER PROPOSED PIPE BEND PROPOSED t.tETER AND RPZ ASSEMBLY PROPOSED GA TE VAL VE PROPOSED DOUBLE DETECTOR CHECK VALVE FIRE HYDRANT ASSEMBLY is 2' )( 3•• DI TEE MJ STA: 21+2B.9D 2' x 3'" DI TEE MJ STA: 20+21.33 2" DI 90' BEND MJ "' e=~~~=~ifui'=:::::iffiii~:=!=='i5iiiHE,,.:::-=-5FH~::::~~-HFH -S:::=-=:;'~x;:;l':,~e::,_=i5_iijHS::::::::::~H~::':"~H;;t:~::-~~H~::::::-=a;H:r,:-~=~H;;==~•H~l~,:'.":::==;===-=-~:=::::::~;i-=-=~=~~ Pl4----dHP!---OHP---OHP-~-,,,,,_ __ ! Ii' ;i 112 " ,. i--l"1 ~--~--;i ; a, ~ STA:14+20.12 <O ~ ; ill •" ELCV,108.'j7_____,~* ~-~; J r --!;' 1 --·--· I-; ! T-~-I I I ~ I -'1 I I + -:+---! < .. o -,. g,oa I I -I I I . I ~ N ;':,I <_0 -1 '. ~-I ... I .... I I I ~ I I I I 2"9GMVPERl'v • 1 mN I I I I I I I ~c l T I DETAIL Ori SH~ -2~ 7 r C-002 150 LF OF 2" PVC -~ .. + ,+-----:, F e· PVC o 2.00,; l l -~130 LF a~l PVC o c --, .. · .... ~~ ~ L ..,,--... P\lc ~l _1<lL ~~ L ---+ -+----------r 7 t---~70-lF-OF-8" VC-O-0.40::IC ,---~-~ t~-~-l 53a LF [.2"_•'1__ ; i' ~\JC -\o5-\.f Of __ 1 ----J r---L t--f-100 I tr~ CROSSING -::;:.f02.~NG 39 LF OF 8" PVC O 0.40X INV:L8 J t t t INV: 99,11 96 94 ii ii ii ;1 ii ii "' ~1 "' O> 0 .; '° '° '° ~ ~ ~ ~ 16+00 17+00 18+00 19+00 20+00 21+00 11+00 12+00 13+00 14+00 15+00 below. Call before you dig. C: 00 '-u z ~ 0 ui ! ~ :c ~ ~ s: g· 0 z ~ ;,..,_ s: ~ z I ~ 0 I I -~ E '° ~ ~ ~ 0 ■-~ ~ 00 w ~ ~ 0 w 0 .w " m oC :;;: cS n ~ 0 ~ z "' D " U1 I e-OJ " 'i' ::, U1 ~8 0 U1 oo WN (l' " e-" U1 "-w ;'; '° s: ~ s: " .:::_ ~::: m ~ ; SHEET NUMBER 0 z ~ " U1 ::, w Cl. 0 :r: Cl' <t u. u. 0 >-f-u ALDI FAIRHOPEPREPARED FORALDI INC.UTILITY DETAILSC-502••Know what'sRCITVOF' FAIRROPE _:,: ' ' ' ' ' ' ' ' C CITY OF FArRHOPE PLAN ,mi;-= 1 DISTANCE8ElWEENINVEfffOFPIPE ~~~r'~"C:.~~~~~1THE ""' 2 MANHOl.EST"El'SSKALLBESTEELROOS ENCASED IN POLYPROPYL.E!,,'E Pl.Mme ANO SHALL BE T'fl>E"PS·1-ll•AS M.4.NU~ACTUR!l08't'MA INDUSTRIES. INC.,Ofl~,y,pff()\1£0EOUAL 3' ~~'i:r't~~Tt1~=~LOF .....we. FOROEADl::NlllW\NHOl.ESTHEFLOW RIJNNINGBOJ\Rll t• W!-<EJlERE.O'O (SEE DETAIL) SttOULDEfl REQ'O ONLY 'MlENRUNNING &l,'Jff)IJSEO ~-g~~~;~;;DTH~ {~-----.--~-~ ACCORDANCE WITN SECTION ol05 OF THESTANOAROSl>ECIFICATIONS. SECTION C-C ~ -~-,=•=' PAVINGINM.H,@ ! 1"1\IEWf-'SSHOWP,j ! ·---•--t .. y-:--. 'i ~TE; AU.MANHOlESStlALLHAVEAFLAT TOP WHERE TOTAL OEM'H IS 4.f'T ORI.ES5. MANHOLE WITH THREE OR MORE PIPES AT INVERT CITY OF FAIRHOPE PU~LIC UTIUTlES SH SOUTH SECTION STREET FAIRHOK.ALARAMA36S32 2SJ.92S.8003 CAST IRON MONUMENT eox EJIWIS66Wl"S'STI\MP ORAPPROV!,OEOUAL INST ... J.lFI.USHTOGRIJ)E STACK REO'D FOO SAA!TARY SEWER MAINS OVERS-FflNDEPfNORASOIREClEOBV TiiEOWNER PLAN VIEW ~ ELEVATION VIEW CIT'l'OfFAIRHOPEPUBUCUTILITIES 'i'iS SOUTHSECTION.STRITT FAiRtlOPE, Al.ASAMA J6S32 ?51.928.8003 SECTION A-A ~ STANDARD SANITARY SEWER DETAILS 11/25/20 PRECAST MANHOLE DETAILS PIPE DIAMETERS LESS THAN 24-INCH !/RM.PROPERTY. QA EASEMENT LINE I SANITAFtVSEWERLATEl'V\LSSHAU.8E ~T~'riJ-6~~~~~1~ 2 DOU81.E SV.'EEPTEES SHAU HAVE SOt. 1/t:NT WElO JOINTS FOR THE BRANCH CONNECTION AND aASl<ETED PllSH-ONJOINTSFORTHEFl:Urt CONNECTIONS 3. NON-SEIZE GRU.SE SIJIT,t,B!,_E F~ use Wini PvC FITTINGS SHALL BE IIJ'PLIED "lJj.,,THErnFtEA.DSOFTHEQ.EI\NOllT ~ WHEAi: T'rlE SAN IT ARV SEWell. MAIN IS ~smoi\!,££-WVE SHAl.lBE 5-l STANDARD SANITARY SEWER DETAILS 11/25/20 TYPICAL SANITARY SEWER LATERAL CONNECTION 5-6 00ROPCONNECTION RicOlJIREOWHENTHIS OltAENSIOl'IIS GAEATERTMAN 2~· WITH EXCEPTION Cl' DROP CONNECllON. llAA.Nl-iOJ:CONSlAIJCTIOOISJMILAATO STANOAROSEWERw.NHOLE DETAIL OF DROP CONNECTION INSIDE OF MANHOLE "OROPCONHWTION REQUIRED WHEN TiilS OIMENSIONIS GREATER.~2~-OET AIL OF DROP CONNECTION INSIDE OF MANHOLE P!PE SUPPORT DETAILS CITVOF FAIRHOPE SADDLE ROW.C 202 NS tm.ON CO-'T'EO DUCTii.E IRON Sf.RVICE9"00l.EWI STAlNLESSSfEElDOIJBlE Slli.APWITiit.lEQAAEIIIE GASt.ETOREOU.t-1.(F REQUIRED) CITYOF FArRHOPE CITY OF FAIRHOPr PUBLIC UTILITIES 55.5 SOI.Jllt SECTION STREET FAIRHOPE, ALABAMA l6S32 251.'328.8001 ---CORPORATKlHSTOP-FORD B.O.Lt,COOPFEl1CIOOCSEENOTEt.lO. ,, STANDARD SANITARY SEWER DETAILS PRECAST MANHOLE DETAILS STANDARD MANHOLE DROP CONNECTIONS WUERMETERMATI;RIALSCHEOUiE 11/25/20 CURB STOPS SHA.LL BE OESIGt.lm FOR MIMMUM PRESSLJREOF175PSIANOSUITABL.EFDRSEcR\IICE PIPING AND SHALL BE FDR.Cl EJ.4:J.,332 RGW-NI.Ofl ~~:S~~~ie,.,~~ ~~:~~~~~ l CORPORAH()t,jSTOl'SWHEisEREOUIREDOR OIRECrECl. SHAliW.1/E STANOi'RO CC COR?ORATION ~:c~~,:1~~i~~=~8~~~~R SERV!CE PIPING. CORPORATION STOPSS1t,O,LL8E FORD B.tJ..LCORP Fe.,ooosouES WlTH GRIP NUT Ofl ~D EOUIVI.I.ENT CORPORATION STOPS SIW.L ~~"'iil\~iO't-'TEII t.W~S ONL y BY MEANS Of' A WATERMETERSWllLMEEfOREXCEEOTiiE R£0UIREMCNTS OF AWN/\ SPE.CIFICAllON C700, ~~~~~i~~~~:TI~l~VIT~~~:e Fi..MlNISHEO. YETERSMAY 8E EITliEJI: NUTATNG OISC. ::~~;~~~·:r~~;isr~ :~~s=~~fE=~~~c!'~·u.s GAi.LONS, SERW-HUMBER WU BE tMP!.llffEOON HIE CASEASWElL A.S ot,1 THE REGISTER BO>.UO. MATERIAJ..SUSED,OR h-lETERS SW.U. BE AS SPECIFIED INAWWASPECIFICATIONC71l0, 4 l,(£TER 80>; ANO COVER A. BO~ESWILL.BEPlASTICWITHIR~AEADERLIDSOO CONCRETE WTTl-1 CAST IRON LIDS. BOXES WILL BE SUFFICIENTSJZE lOe!OUSE THE METER ANO CURB s,OP ELEVATION VIEW CITYDfFAIRHOPEPU8LJC lfTILJTIES S55 SOUTH SECTION STREET FAIRHOPE.Al.All/\MA 36532 251.928.800) WATER DETAILS TYPICAL t• WATER SERVICE MITER DETAIL 12-07-20 W-1 RING TOP VIEW t------2s··------< ,WO NON-PENETRATl,-.0 PICKHOLES ~ FRAME ·2lOLB(MIN)-:290 L.BlMM) COV1iR-11a1J1(11!H)·1301J\(~ lOT"-l-3"laL8!MIN)•lML6(UA)() COVER TOP VIEW 'LfT L ""----------""~,.-t-----22 3/4"------; L.~~--~---=, r-~31/2" COVER SECTION VIEW -------:25••------------------:36"'---------RING SECTION VIEW CITVOF FAIRROPE CITY OF FAlflHOPE PUBLIC UTIUTlES 55 J SOUTH SECTION snITT FAIRHOPE,ALABAMAl6532 251,928.800} "' -' . ARV EXHAUST !l.E.IAfL ...... NOTES· 1 MANHOt.E RING AHO COi/ER SI-W..L BE USF-3!i5 WITH TYPE LIJ-.P!! COVER AS z. =.ir~~~=~:~~~1:iER•-'-OV'EOEOUAL. J, SH-'LLBEH-20TRAFFICRATEO STANDARD SANITARY SEWER DETAILS PRECAST MANHOLE DETAILS STANDARD MANHOLE FRAME AND COVER 11/25/20 5-3 below, Call before you dig. C: '-0 :c ~ ;,..,_ ~ -E ~ ■-~ w ~ 0 ~ w 0 .w " m oC :;;: cS n 0 ~ ~ z "' D f-OJ " U1 I coo " 'i' ::, U1 70 0 U1 oo WN (l' " f-" U1 "-w ~ LO <t ~ <'. " ~ ; ~::: m ~ SHEET NUMBER 0 z ~ " U1 ::, w Q_ 0 :r: Cl' ..,: LL LL 0 >-f-u LIFT STATION DATA97.3494.8496.3498.3499.84100.34100.84109.35101.3448"******ELECTRICAL RISERSWITCH DISCONNECTCONTROL PANELGENERATOR RECEPTORMODEL A3042 (O.A.E.)GALVANIZED UNISTRUT3/4" HOSE BIBB3/4"GALV. RISERSLEEVE REQUIREDELECTRIC METER OR PULL POWER FROM BUILDING2" GALVANIZED CAPS (THREADED)LIGHTNING ARRESTOR FIELD MOUNTEDBY ELECTRICIAN3- SEAL-OFFS ( 2" ) BY ELECTRICIANFLOAT SWITCHES (2" CONDUIT)PUMP POWER CABLES (2" CONDUITS)2" RIGID GALV. POSTS 5'MAX.CONCRETE AROUND POSTS12" DIA. x 24" DEEPTO SERVICE LOCATION(VERIFY w/ POWER CO.)TO WATER SUPPLYREDUCED PRESSURE (RPZ) BACKFLOW PREVENTERTO BE INSTALLED IN WATER SUPPLY LINE TOLIFT STATION "FEBCO WATTS" (OAE)NOTE:GROUNDROD18"Know what'sRALDI FAIRHOPEPREPARED FORALDI INC.LIFT STATION PLANC-600••MAIN SERVICE DISCONNECT L METER MAIN SERVICE ENTRANCE DISCONNECT METER 0 WET WELL ACCESS OPEING ALARM LIGHT CONTROL PANEL, NEMA 4X FIBERGLASS EMERGENCY POWER RECEPTACLE PLAN NOT TO SCALE 2" DRESSER COUPLING ------F------+---< VALVE BOX ACCESS OPENING PVC WYE DOWNSIZE TO 2" PVC FORCE MAIN DOWNSTREAM OF VALVE ~J CD 2" SCH80 PVC 45 2" BRASS GATE VALVE 2" BRASS CHECK VALVE 2" SCHBO PVC UNION PUMPING STATIONS DIM A DIM B DIM C DIM D DIM E DIM F MIN. DIM G MIN. ELEV R ELEV S ELEV T ELEV U ELEV V ELEV W CONDUIT SEAL OFFS ALUM WET WELL COVER ALUM. VALVE BOX COVER EMERGENCY PUMP-OUT ELEV X LIQUID LEVEL CONTROL CABLES TO BE IN ONE CONDUIT PUMP POWER CABLES TO EACH BE IN SEPARATE CONDUITS FIBERGLASS WETWELL ~ 8" INLET PIPE LIQUID LEVEL SENSORS 2" PVC VENT W/SS BUG SCREEN A-+-++-1-+-----ll---+Hf-+---ll SECTION A-A NOT TO SCALE 2" BRASS CHECK VALVE ELEV Y AUDIBLE ALARM &AL.ARM LIGHT LAG PUMP ON LEAD PUMP ON PVC "p" TRAP CABLE ELEV X ELEV W ELEV V PIPE 3045S STUD PLATES ENCAPSULATED IN BASIN FLOOR 2" ALUM. CAM-LOCK FITTING WITH DUST CAP 2" BRASS GATE VALVE 2" SCH80 PVC UNION (TYP.) FIBERGLASS VALVE VAULT W/SLOPED FLOOR 40" X 30" X 24" MIN. ELEV Y ELEV Z DIMENSIONS ELEV. AT CONST. ' PER PUt.4P MANUFACTURER \_'_ below. Call before you dig. SHEET NUMBER 0 z w Q_ 0 :r: [l' <t LL LL 0 >-f-u ELECTELGASWMWMWMWMWMWMWMGASGASGASGASGASGASGASTFIREWMELEC ELEC ELEC ELEC ELEC ELECELECTEL TEL TEL TEL TEL TELTELOHWOHWCOUNTY ROAD 48(AKA FAIRHOPE AVE)(80' R.O.W.)STATE HIGHWAY 181 (80' R.O.W.)WM10128367DETENTIONPONDTOP: 108BOT: 99NWL: 10476666610128VIB10IYHVIB1410IYH10VIB10IYH10VIBVIB1415VIB10IYH15VIB10IYH15VIBAS1AS1AS11ASAS11QL2QLTD22QLTD2TD11ASAS1AS1AS110LATD21QL1LATD2QL2TD2QL21TDQL1QL110IYHSTEEL EDGING (TYP.)STEEL EDGING (TYP.)STEEL EDGING (TYP.)SODSODSODSODSODMULCH (TYP.)MULCH (TYP.)MULCH (TYP.)STATE HIGHWAY 181215JUC1QLTD2QL14TD155' DECOMPOSED GRANITE TRAIL5' DECOMPOSEDGRANITE TRAIL5' DECOMPOSEDGRANITE TRAILTD4QL3SEEDSEEDSEEDSEEDSODSTEEL EDGEPROPOSED RIP-RAP, REF. CIVIL PLANSCBB64SAL85CHA86CV3ECH76ECH3232ECH37ECHPROPOSED GREEN SPACE AREA WITHENHANCED PLANTING AROUND DRAINAGEFEATURE AND PROPOSED SOD AREA. ~9,800 SFPLANTING PLANLP1.01NORTHALDI - FAIRHOPE, ALPREPARED FORALDIVersion 7.0 Protot)1)e Left Hand Entry, Side Dock 21,720 sq. ft. INCLUOING CANOPY Canopy Sq. Ft.; 1,278 Building Sq. Ft.:20,442 FlN FLOOR: 110.00' I J---1 I , -,----\ ,. , .'ul I I I ~ GRAPHIC SCALE IN FEET 0 15 30 60 C: '-0 :c ~ ~ ~ -E ■-~ io en z CJ en ~ 0 z I ~ 0 L 0 z 0 ~ '< ~ ~ C> C> 0: :,; :,; w "'"' ,. st :,c st [I] "5 st >--f---z :::, 0 u SHEET NUMBER Stormwater Management Report for Baldwin County, Alabama ALDI Grocery Store Baldwin County, Alabama Prepared by: Kimley-Horn and Associates, Inc. 189 South Orange Avenue, Suite 1000 Orlando, Florida 32801 (407) 409-7007 CA#00000511 September 15, 2021 Matthew S. Gillespie, P.E. © Kimley-Horn and Associates, Inc. 2021 AL P.E. # 34176 Matthew S. Gillespie, P.E. State of Alabama Professional Engineer, License No. 34176 This item has been electronically signed and sealed by Matthew S. Gillespie, P.E. using a Digital Signature. Printed copies of this document are not considered signed & sealed and the signature must be verified on any electronic copies. ■ Kimley >>> Horn TABLE OF CONTENTS 1 EXECUTIVE SUMMARY ..................................................................................................4 2 EXISTING CONDITIONS .................................................................................................4 3 PROPOSED CONDITIONS .............................................................................................5 4 WATER QUANTITY..........................................................................................................5 5 WATER QUALITY ............................................................................................................7 6 COLLECTION SYSTEM...................................................................................................8 7 SUMMARY.........................................................................................................................9 APPENDICES LOCATION MAP......................................................................................... APPENDIX A QUAD MAP ................................................................................................. APPENDIX B FEMA FIRM MAP ....................................................................................... APPENDIX C PRE- AND POST-DEVELOPMENT BASIN MAPS .................................... APPENDIX D DRAINAGE CALCULATIONS SUPPORT DOCUMENTS ........................... APPENDIX E PRE-DEVELOPMENT MODEL CALCULATIONS ...................................... APPENDIX F POST-DEVELOPMENT MODEL CALCULATIONS ................................... APPENDIX G GEOTECHNICAL REPORT ........................................................................ APPENDIX H NOAA PRECIPITATION REPORT ............................................................... APPENDIX I USDA SOIL REPORT .................................................................................. APPENDIX J ALDI Grocery Store, Baldwin County, AL DRAINAGE SUMMARY 1 EXECUTIVE SUMMARY The proposed project consists of a 21,720 SF ALDI Grocery Store located near the NE quadrant of the intersection of Alabama Highway 181 and Baldwin County Highway 48 (also known as Fairhope Avenue) in Baldwin County, Alabama. The lot currently consists of undeveloped pastureland and woods with existing driveways and structures. The project is bordered to the north by a small commercial building, 4U Roofing, and undeveloped land, to the east by residential property, to the west by Alabama Highway 181, and to the south by Baldwin County Highway 48. With the proposed development, new stormwater management facilities will be constructed to serve the project providing treatment and attenuation before discharging into the existing onsite ditch located on the north edge of the property. Treatment will be provided via a wet detention pond located on the east side of the property. The calculations performed to accompany this report compare the pre- and post-development discharge for the 2-year, 5-year, 10-year, 25-year, and 100-year 24-hour design storms. Design parameters have been addressed in accordance with the requirements of Section 7-18 (Ordinance No. 1281) of the City of Fairhope Municipal Code and per Article V Section F (Section 8 (a.), (1), and (2)) of the Stormwater Standards of the City of Fairhope Subdivision Regulations. 2 EXISTING CONDITIONS The project site is a ±6.79 AC pasture and woodland property. The lot currently consists of undeveloped pastureland/woods and existing driveways and structures, which slope generally to the northern property line. Under existing conditions, the stormwater runoff drains offsite via overland/sheet flow to the north edge of the property and ultimately discharges to an existing onsite ditch. There is also an existing roadside ditch in the Alabama Highway 181 right-of-way on the northwest corner of the property and the Baldwin County Highway 48 right-of-way on the southeast corner. Appendix F details the pre-development conditions of the site. 3 PROPOSED CONDITIONS This development utilizes the existing onsite ditch to the north, the existing Alabama Highway 181 roadside ditch to the northwest, the existing Baldwin County Highway 48 roadside ditch to the southeast and an onsite 0.84 AC wet detention pond. The impervious area increases from the pre-development conditions. Underground drainage pipes will be installed to collect and convey the stormwater to the wet detention pond that will be constructed along the east side of the property. When the capacity of the wet detention pond is reached, the stormwater is conveyed to the existing onsite ditch. The proposed wet detention pond has been designed to remove 80% TSS per Article V Section F of the Stormwater Standards of the City of Fairhope Subdivision Regulations. Appendix G details the post-development conditions of the site. 4 WATER QUANTITY The post-development discharge rates for the existing onsite ditch located on the north edge on the site are greater than the pre-development rates for the 5-year and 10-year 24-hour design storms. The post-development discharge rates for the existing Alabama Highway 181 roadside ditch are slightly greater for each of the design storms, but closely mimic the pre-developed condition. For the existing Baldwin County Highway 48 roadside ditch, post-development discharge rates are lower for each of the design storms. The provided treatment volume of the wet detention pond at the elevation of the weir is approximately 0.695 AC-FT. When staging from storm events exceeds the provided treatment volume, stormwater will flow over the bypass weir, set at elevation 105.2 ’, and discharge to the existing onsite ditch to the north. This information and corresponding calculations are shown in Appendix E. The onsite stormwater system has been analyzed for the 2-year, 5- year, 10-year, 25-year, and 100-year 24-hour rainfall events. The discharge is below the allowable discharge rate for the 2-year, 25-year, and 100-year storm events. The individual analyses with required rainfall amounts and durations are given in the drainage models in the appendix. Rainfall amounts are summarized as follows: Storm Event Rainfall (in.) 2 year – 24 hour 5.94 5 year – 24 hour 7.54 10 year – 24 hour 9.07 25 year – 24 hour 11.50 50 year – 24 hour 13.60 100 year – 24 hour 15.90 The tables below show a summary of the pre- and post-development runoff conditions for the property. To North Existing Ditch Storm PRE Peak Outflow (CFS) POST Peak Outflow (CFS) Δ 2YR-24HR 13.85 8.65 -5.20 5YR-24HR 19.93 16.37 -3.56 10YR-24HR 25.90 23.87 -2.03 25YR-24HR 35.49 33.66 -1.83 100YR-24HR 52.95 50.63 -2.32 *Total peak outfall to downstream existing drainage ditch along the north side of the property. To Alabama Highway 181 Storm PRE Peak Outflow (CFS) POST Peak Outflow (CFS) Δ 2YR-24HR 0.70 0.91 0.21 5YR-24HR 0.94 1.18 0.24 10YR-24HR 1.17 1.43 0.26 25YR-24HR 1.54 1.83 0.29 100YR-24HR 2.20 2.55 0.35 *Total peak outfall to the northwest corner of the site to existing Hwy 81 roadside ditch. To Baldwin County Highway 48 Storm PRE Peak Outflow (CFS) POST Peak Outflow (CFS) Δ 2YR-24HR 1.75 0.91 -0.84 5YR-24HR 2.41 1.16 -1.25 10YR-24HR 3.04 1.40 -1.64 25YR-24HR 4.04 1.78 -2.26 100YR-24HR 5.85 2.46 -3.39 *Total peak outfall to the southeast corner of the site to existing Hwy 48 roadside ditch. Wet Pond Stages Storm Interval Top of Pond Post-Dev Peak Stage Freeboard (FT) Peak Inflow (CFS) Peak Outflow (CFS) 2YR-24HR 108.00 105.88 2.12 24.15 15.96 5YR-24HR 108.00 106.29 1.71 31.44 15.96 10YR-24HR 108.00 106.61 1.39 38.49 22.48 25YR-24HR 108.00 107.05 0.95 49.40 31.50 100YR-24HR 108.00 107.73 0.27 68.68 47.41 Section 7-18 (Ordinance No. 1281) of the City of Fairhope Municipal Code requires that peak flows from the 25-year design storm be retained onsite. The proposed system allows for peak flow rates from the design storms displayed above to be attenuated and provides discharge rates below the required conditions. Also, the Stormwater Standards of the City of Fairhope Subdivision Regulations requires conditions for “Streambank Protection”. The proposed system results in a post- development discharge for the 2-year 24-hour storm event that is lower than the discharge for the pre-development conditions. 5 WATER QUALITY Water quality treatment has been provided for the entire contributing drainage area less the roof and water surface. There is a layer of clay underneath the surface of the site that prohibits effective percolation. Treatment has been provided for the first 1.8 inches of runoff across the site area. An increase in the impervious area of approximately 5.10 AC from the existing conditions was considered in the stormwater modeling. This increase in impervious area accounts for the conditions at the completion of the project as well as future development. The Drainage Basin Summary in Appendix E displays this information. ALDI Building Area = 0.50 AC Proposed Pavement = 1.91 AC Future Impervious = 2.23 AC Total Impervious Area = 4.64 AC Proposed Pervious = 1.15 AC Future Pervious = 1.00 AC Total Pervious Area = 2.15 AC Total ALDI Development Area = 6.79 AC Impervious Offsite Area = 1.04 AC Pervious Offsite Area = 0.49 AC Total Offsite Contributing Area = 1.53 AC Total Analyzed Area = 8.32 AC Required Treatment WQv = (P * Rv * A)/12 Rv = 0.015 + (0.0092 * 61.9% Impervious) = 0.584 WQv = (1.8IN * 0.584 * 8.32AC)/12 = 0.73 AC-FT Total Treatment Provided = 0.73 AC-FT The treatment volume stays detained in the proposed wet detention pond. Calculations for the pond water balance and treatment is provided in Appendix G. 6 COLLECTION SYSTEM The proposed storm sewer collection system was designed in accordance with the 25-year 24-hour storm event; therefore, the drainage pipes and structures were designed to handle the rainfall intensity of 11.50”/hr. Catch Basin CB-11 has additional storage volume above the inlet top. CB-11 is located in a lawn area within the roadside swale of Baldwin County Highway 48. A summary of the collection system stages is displayed below. COLLECTION SYSTEM STAGES 25YR-24HR STORM EVENT Inlet Top of Inlet (Elev.) Peak Storm Event Stage (Elev.) Freeboard (FT) Peak Storm Event Flow (CFS) CB-1 107.85 107.65 0.20 3.74 CB-2 108.70 107.59 1.11 7.62 CB-3 108.70 107.51 1.19 10.02 CB-4 108.00 107.49 0.51 18.51 CB-5 107.80 107.48 0.32 8.46 CB-6 107.45 107.43 0.02 9.07 CB-7 107.45 107.42 0.03 29.87 CB-8 107.50 107.29 0.21 32.46 CB-9 107.50 107.15 0.35 35.35 CB-10 107.65 107.10 0.55 40.34 CB-11 106.25 107.11 -0.86 2.48 7 SUMMARY The stormwater management system proposed under this application meets the criteria outlined in Section 7-18 (Ordinance No. 1281) of the City of Fairhope Municipal Code and Article V Section F of the Stormwater Standards of the City of Fairhope Subdivision Regulations for the 2-year, 5-year, 10-year, 25-year, and 100- year 24-hour design storms. The proposed stormwater wet detention pond provides water quality treatment for 1.8 inches of runoff from the drainage area using the formula specified previously with removal of 80% TSS. Stormwater attenuation is provided to reduce the peak discharge in a majority of storm events to that below the pre-development conditions. Thus, authorization is requested to construct the proposed ALDI Grocery Store project. ENGINEER'S CERTIFICATE I, Matthew S. Gillespie, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number PE 34176, 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, Article V Section F of the Stormwater Standards of the City of Fairhope Subdivision Regulations, and to all other rules, regulations, laws, and ordinances applicable to my design. _____________________________ Matthew S. Gillespie, PE #34176 ___________ Date Name of Project: ALDI Fairhope, AL Plans which are certified consist of Page C-000 thru C-600, each of which bears my seal and signature. Traffic Impact Study ALDI Fairhope Fairhope, Alabama Report Prepared: August 2021 Prepared for: ALDI Fairhope For Submittal to: The City of Fairhope Prepared by: Kimley-Horn and Associates, Inc. 420 North 20th Street, Suite 2200 Birmingham, AL 35203 August 2021 147670008 ■ Kimley >>>Horn Traffic Impact Study ALDI Fairhope Fairhope, Alabama Report Prepared: August 2021 Prepared for: ALDI Fairhope For Submittal to: The City of Fairhope Prepared by: Kimley-Horn and Associates, Inc. 420 North 20th Street, Suite 2200 Birmingham, AL 35203 August 2021 147670008 8/20/2021 Kimley >>> Horn ALDI Site│ Traffic Impact Study August 2021│ KHA Project #147670008 i CONTENTS 1.0 Introduction .................................................................................................................................... 1 2.0 Study Area Determination ............................................................................................................. 1 3.0 Existing Traffic Conditions ........................................................................................................... 4 3.1 Roadway Conditions ............................................................................................................... 4 3.2 Vehicular Volumes .................................................................................................................. 4 3.3 Existing Volume Adjustment .................................................................................................. 5 4.0 Projected Background (Non-Project) Traffic ............................................................................... 7 5.0 Project Traffic ................................................................................................................................. 7 5.1 Project Site Access .................................................................................................................. 7 5.2 Trip Generation ........................................................................................................................ 9 5.3 Trip Distribution and Assignment ......................................................................................... 9 6.0 Level-of-Service Analysis ........................................................................................................... 13 7.0 Conclusion .................................................................................................................................... 15 7.1 Recommendations ................................................................................................................. 15 Kimley >>>Horn ALDI Site│ Traffic Impact Study August 2021│ KHA Project #147670008 2 FIGURES Figure 1: Site Location Map .......................................................................................................................... 2 Figure 2: Site Aerial ....................................................................................................................................... 3 Figure 3: Estimated 2021 Traffic Conditions………………………………………………………………………6 Figure 4: Projected 2022 No-Build Traffic Conditions……………………………………………………………8 Figure 5: Trip Distribution and Assignment………………………………………………………………………10 Figure 6: Project Trips……………………………………………………………………………………………...11 Figure 7: Projected 2022 Build Traffic Conditions………………………………………………………………12 TABLE Table 1: Intersection Peak Hours .................................................................................................................. 4 Table 2: Traffic Count Comparison and Adjustment Calculations ................................................................ 5 Table 3: Project Trip Generation Summary .................................................................................................. 9 Table 4: Level-of-Service Summary ............................................................................................................ 14 APPENDICES Appendix A: Site Plan Appendix B: Traffic Count Data Appendix C: Trip Generation Worksheet Appendix D: Intersection Volume Worksheets Appendix E: Synchro Analysis Reports Kimley >>>Horn ALDI Site│ Traffic Impact Study August 2021│ KHA Project #147670008 1 1.0 INTRODUCTION This report presents the analysis of the anticipated traffic impacts associated with the ALDI Site development, which is expected to be completed in 2022 (referred to herein as “build-out year”). This study evaluates the impact of constructing a 20,442 SF supermarket, a 3,060 SF fast food restaurant, and a 7,500 SF commercial parcel. The site is located to the east of AL 181 and north of CR 48/Fairhope Avenue in the City of Fairhope, Baldwin County, Alabama. Figure 1 provides a location map of the project site. Figure 2 provides an aerial image that captures the project site and the study roadway network. A site plan is also included in Appendix A. 2.0 STUDY AREA DETERMINATION The study area consists of the following existing intersection: 1. AL 181 at CR 48/Fairhope Avenue (signalized) For purposes of the traffic impact study, CR 48/ Fairhope Avenue considered to have an east-west orientation. AL 181 is considered to have a north-south orientation. Kimley >>>Horn Site Location Map ALDI Site Development Traffic Impact Study Approximate Site Area Figure 1 Page 2 Study Intersection LEGEND X X CR 48/ Fairhope Avenue AL 181AL 181N Penske Truck Ren1al -,----= .. _B _ airho Ave L:J -Y- 11-.--11 Kimley >>> Horn @] Walmart Pharma 9 Cl Gulf Coast Marine 4i>walmart Money Center l!\Walmart Supercenter Y'Del'ffl')' Site AerialALDI Site Development Traffic Impact Study Approximate Site Area Figure 2 Page 3 Fairhope Avenue N Kimley >>> Horn ALDI Site│ Traffic Impact Study August 2021│ KHA Project #147670008 4 3.0 EXISTING TRAFFIC CONDITIONS 3.1 ROADWAY CONDITIONS The roadways within the study network have the following characteristics: AL 181 is a three-lane, minor arterial roadway with a 35-mph posted speed limit. ALDOT counts taken along AL 181 indicate an annual average daily traffic (AADT) of approximately 14,000 vehicles per day in 2020. CR 48/Fairhope Avenue is a two-lane, minor arterial roadway with a 35-mph posted speed limit. ALDOT counts taken along CR48/Fairhope Avenue (east and west) indicate an annual average daily traffic (AADT) of approximately 10,000 vehicles per day in 2020. 3.2 VEHICULAR VOLUMES Vehicle peak hour turning movement counts were performed at the following study intersections: 1. AL 181 at CR 48/Fairhope Avenue (signalized) The peak hour turning movement counts during the AM period (7:00 – 9:00) and PM period (4:00 – 6:00) were performed on Tuesday, July 27th, 2021. The AM and PM peak hours for the intersection are listed below in Table 1. The peak hour traffic counts were used to perform the analysis presented in this report. Additionally, a 24-Hour volume count was performed along AL-181 and CR 48/Fairhope Avenue. The complete traffic count data is provided in Appendix B. Table 1: Intersection Peak Hours Intersection AM Peak Hour PM Peak Hour 1. AL 181 at CR 48/Fairhope Avenue (signalized) 7:15 AM – 8:15 AM 4:30 PM – 5:30 PM Kimley >>>Horn ALDI Site│ Traffic Impact Study August 2021│ KHA Project #147670008 5 3.3 EXISTING VOLUME ADJUSTMENT Due to COVID-19’s widespread impact on traffic conditions and the impact of collecting traffic counts during summer season, the Average Daily Traffic (ADT) volumes collected in 2021 and Annual Average Daily Traffic (AADT) volumes from ALDOT’s Alabama Traffic Data collected in January 2020 were used to compare typical traffic volumes in the vicinity of the project site. The volume comparison is shown in tabular format in Table 2. Table 2: Traffic Count Comparison and Adjustment Calculations Count Station Location ALDOT Collected 2020 AADT ADT Date ADT AM Peak PM Peak 2021 ADT AM Peak PM Peak 6008 AL 181 at CR 48/Fairhope Avenue 14,000 1/8/2020 14,250 1,109 1,206 Estimated 2021 AADT w/ Growth Factor 14,535 1,131 1,230 13,161 889 1,009 Difference Calculations ADT AM Peak PM Peak Vol Percent Factor Vol Percent Factor Vol Percent Factor 6008 AL 181 at CR 48/Fairhope Avenue -1,374 -10% 1.1 -242 -21% 1.3 -221 -18% 1.2 As a result of the volume comparison, it was determined that an adjustment factor of 1.1 should be used for all roadways during the AM and PM peak. The complete traffic count data is provided in Appendix B. Figure 3 illustrates the Estimated 2021 traffic conditions for the AM and PM peak hours and the existing roadway geometry. Kimley >>>Horn CR 48/ Fairhope Avenue CR 48/ Fairhope Avenue ALDI Site Development Traffic Impact Study Estimated 2021 Traffic Conditions Figure 3 Page 6 XX Existing Laneage LEGEND AM Peak Hour Traffic Volume PM Peak Hour Traffic Volume(XX) Existing Traffic Signal (142) 117 (306) 375(57) 36AL 181AL 181Peak Hours AM 7:15 AM – 8:15 AM PM 4:30 PM – 5:30 PM (68) 50 (470) 182 (117) 55 134 (141) 348 (169) 90 (46)88 (84)244 (332)90 (185)N L::, l_ ~!l. +--t :=!. ~t~ . ., I I - = Kimley >>> Horn ALDI Site│ Traffic Impact Study August 2021│ KHA Project #147670008 7 4.0 PROJECTED BACKGROUND (NON-PROJECT) TRAFFIC Projected background (non-project) traffic is defined as the expected traffic on the roadway network in the future year(s) absent the ALDI Site development. The Existing 2021 peak hour traffic volumes were increased by 2% for one (1) year to account for the expected background growth in traffic through year 2022 build-out of the project. Figure 4 illustrates the Projected 2022 No-Build traffic volumes for the AM and PM peak hours. 5.0 PROJECT TRAFFIC Project traffic used in this analysis is defined as the vehicle trips expected to be generated by the proposed development and the distribution and assignment of that traffic through the study roadway network. This traffic impact study evaluated the impacts of adding the new trips generated by the proposed ALDI Site development. 5.1 PROJECT SITE ACCESS Access to the site will be provided via three (3) proposed site driveways, which are shown on the proposed site plan in Appendix A. A brief description of the site driveways are as follows: x Proposed Site Driveway 1 – a proposed full-movement, side-street stop-controlled driveway, approximately 470 feet north of the intersection of AL 181 at CR 48/Fairhope Avenue (Intersection 1), with one (1) ingress lane entering the site and two (2) egress lanes exiting the site. x Proposed Site Driveway 2 – a proposed right-in right-out, side-street yield-controlled driveway, approximately 420 feet east of the intersection of AL 181 at CR 48/Fairhope Avenue, with one (1) ingress lane entering the site and one (1) egress lane exiting the site. x Proposed Site Driveway 3 – a proposed right-in, side-street driveway, approximately 150 feet east of AL 181, with one (1) ingress lane entering the site. The proposed site driveways provide vehicular access to the entire development. Internal private roadways throughout the site provide access to the building and all parking facilities. Refer to the site plan in Appendix A for a visual representation of vehicular access and circulation throughout the proposed development. Kimley >>>Horn Figure 4 Page 8 CR 48/ Fairhope Avenue ALDI Site Development Traffic Impact Study Projected 2022 No Build Traffic Conditions (145) 119(312) 383(58) 37AL 181AL 181Peak Hours AM 7:15 AM – 8:15 AM PM 4:30 PM – 5:30 PM (69) 51 (479) 186 (119) 56 137 (144) 355 (172) 92 (47)90 (86)249 (339)92 (189)XX Existing Laneage LEGEND AM Peak Hour Traffic Volume PM Peak Hour Traffic Volume(XX) Existing Traffic Signal Site Driveway 1 (Proposed)Site Driveway 2(Proposed)Site Driveway 3(Proposed)N 1 .. !=I ---------- I I I I I I I I I I I I t_ I I ~il.1 +--I I I t I I I _j I •~j~ ____. .~ I I - = Kimley >>> Horn ALDI Site│ Traffic Impact Study August 2021│ KHA Project #147670008 9 5.2 TRIP GENERATION Gross trips associated with the proposed development were estimated using the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 10th Edition, 2017, using equations where available. Trip generation for the proposed development was calculated based upon the following land uses: x Land Use 820: Shopping Center x Land Use 850: Supermarket x Land Use 932: High Turnover (Sit-Down) Restaurant x Land Use 934: Fast-Food Restaurant with Drive-Through Window Table 3 summarizes the trip generation for the proposed development upon full build-out (2022). Appendix C provides the detailed trip generation worksheet for the proposed development. Mixed-use and pass-by reductions to gross trips were applied due to the commercial nature of the proposed development. No alternative mode reductions were applied. Table 3: Project Trip Generation Summary Land Use (Intensity) ITE Code Density Daily Traffic AM Peak Hour PM Peak Hour Enter Exit Enter Exit Enter Exit Shopping Center 820 3,750 s.f. g.l.a. 71 71 2 2 7 7 Supermarket 850 20,442 s.f. 1,331 1,331 47 31 121 117 High Turnover (Sit-Down) Restaurant 932 3,750 s.f. 210 210 20 17 23 14 Fast-Food Restaurant with Drive- Through Window 934 3,060 s.f. 721 721 63 60 52 48 Total New Trips 2,333 2,333 132 110 203 186 5.3 TRIP DISTRIBUTION AND ASSIGNMENT The directional distribution and assignment of adding new trips (project trips) related to the proposed development was based on a review of land uses and population densities in the area, existing travel patterns in the area, and engineering judgement. A detailed trip distribution and assignment is shown in Figure 5. Based on trip generation from Table 3 and the anticipated trip distribution, new project trips were assigned to the study roadway network. Figure 6 illustrates the new project trips distributed throughout the study network. Figure 7 illustrates the Projected 2022 Build traffic volumes for the AM and PM peak hours. Appendix D provides intersection volume worksheets for all study intersections. Kimley >>>Horn I I I I I I XX Turning Movement LEGEND % Entering Trips % Exiting Trips(XX) Existing Traffic Signal Proposed Stop Control Figure 5 Page 10 CR 48/ Fairhope Avenue ALDI Site Development Traffic Impact Study Trip Distribution & AssignmentAL 181AL 181Site Driveway 1 (Proposed)Site Driveway 2(Proposed)Site Driveway 3(Proposed)15% 15% 10% 5% (30%)30%20%55%20%(30%)(5%)(15%)(30%)(20%) (50%) 5% (15%) (15%) (30%)(30%) N L Li:. .-- L. e i,.,.---------, t I I I I I I I I I I I I L I I .Ji l+ +--:L •L r I +-.J O•..._ _j i ---+ ---+ - = - Kimley >>> Horn Figure 6 Page 11 Fairhope Avenue ALDI Site Development Traffic Impact Study Project TripsAL 181AL 181Site Driveway 1 (Proposed)Site Driveway 2(Proposed)Site Driveway 3(Proposed)33 (29) 5 (1) 27 (24) 23 (16)(29) 38(19) 25 (74) 8949 (43)45 (39)5 (4)15 (12)31 (25)42 (37) 76 (65) 6 (5) 15 (12) 15 (12) N XX Turning Movement LEGEND AM Trip Volumes PM Trip Volumes(XX) Existing Traffic Signal Proposed Stop Control (25) 31 (25) 31 L l~I::, .-- L. ~--------· i I I I I I I I I I I I I L I I J !l. +--•L .JG. ·•L r I ., I I +-a +-- _j t --+ --+ - = 0 Kimley >>> Horn (751) 345 Figure 7 Page 12 Fairhope Avenue ALDI Site Development Traffic Impact Study Projected 2022 Build Traffic ConditionsAL 181AL 1811 Site Driveway 1 (Proposed)Site Driveway 2(Proposed)Site Driveway 3(Proposed)42 (37) 76 (65)(145) 119(341) 421(58) 37(88) 76 (479) 186 (119) 56 143 (149) 370 (184) 107 (59)95 (90)264(351)123(214)(751) 345 Existing Traffic Signal XX Proposed Build Laneage LEGEND AM Peak Hour Traffic Volume PM Peak Hour Traffic Volume(XX) Existing Laneage Proposed Stop Control 33 (29) 588 (364)45 (39)27 (24) 606 (379)49 (43)406 (589)(74) 89(504) 549N 'L j =, i L. .r- 1~· I ________ , t rt> I I I I I I I I I I I I 111...L I I ~!L. +--I 't_ I 't_ t I ~19 1.,._ 1+-- _j ~t ~o ______. ______. ______. ."'Ill -- = • Kimley >>> Horn ALDI Site│ Traffic Impact Study August 2021│ KHA Project #147670008 15 6.0 LEVEL-OF-SERVICE ANALYSIS Level-of-service (LOS) determinations were made for the weekday AM and PM peak hours for the study network intersections using Synchro, Version 11.0. The program uses methodologies contained in the 6th Edition Highway Capacity Manual to determine the operating characteristics of an intersection. Capacity is defined as the maximum number of vehicles that can pass over a particular road segment or through a particular intersection within a specified period under prevailing roadway, traffic, and control conditions. LOS is used to describe the operating characteristics of a road segment or intersection in relation to its capacity. LOS is defined as a qualitative measure that describes operational conditions and motorists’ perceptions of a traffic stream. The Highway Capacity Manual defines six levels of service, LOS A through LOS F, with A being the best and F the worst. LOS for unsignalized intersections, with stop control on the minor streets only, are reported for the side- street approaches and major street left-turns. Low levels-of-service for side street approaches are not uncommon, as vehicles may experience delay turning onto a major roadway. In addition to the Estimated 2021 conditions, an analysis was performed for the AM and PM peak hours under Projected 2022 No-Build and Build traffic conditions. The results of the LOS analysis are summarized for the AM and PM peak hours in Table 4. The Synchro analysis reports are included in Appendix E. Kimley >>>Horn ALDI Site│ Traffic Impact Study August 2021│ KHA Project #147670008 14 As shown in Table 4, the analyses indicate that all study intersections are projected to operate at an acceptable overall LOS during the AM and PM peak hours under Estimated 2021 conditions, Projected 2022 No-Build conditions, and Projected 2022 Build conditions. It should be noted that low levels-of-service for side street approaches are not uncommon, as vehicles may experience delay turning onto a major roadway. Table 4: Level-of-Service Summary LOS (Delay in Seconds) Intersection Approach/ Movement Existing 2021 Projected 2022 No-Build Projected 2022 Build AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak 1. AL 181 at CR 48/Fairhope Avenue (signalized) Overall D (45.4) D (49.2) D (45.8) D (49.9) D (49.5) D (52.4) 2. Proposed Site Driveway 1 at AL 181 (unsignalized) SBL A (8.9) A (8.7) WBL D (32.6) E (38.5) 3. Proposed Site Driveway 2 at CR 48/Fairhope Avenue (unsignalized) SBL B (13.4) B (10.9) Kimley >>>Horn ALDI Site│ Traffic Impact Study August 2021│ KHA Project #147670008 15 7.0 CONCLUSION This report presented the analysis of the anticipated traffic impacts associated with the ALDI Site development, which is expected to be completed in 2022. This study evaluated the impact of constructing a 20,442 SF supermarket, a 3,060 SF fast food restaurant, and a 7,500 SF commercial parcel. The site is located to the east of AL 181 and north of CR 48/Fairhope Avenue in the City of Fairhope, Baldwin County, Alabama. The study network, which consisted of one (1) intersection, was analyzed for the weekday AM and PM peak hours under estimated 2021 conditions, Projected 2022 No-Build conditions (one (1) year of background traffic growth at 2% per year), and Projected 2022 Build conditions (Projected 2022 No-Build conditions plus traffic generated by the proposed ALDI Site development). The study intersection is expected to operate at an overall acceptable level-of-service under all future conditions. Under Projected 2022 Build Conditions, the proposed site driveways will operate at acceptable level-of- service 7.1 RECOMMENDATIONS Based on the results of this traffic impact study, no off-site roadway improvements are recommended. However, the following improvements are recommended at the site driveways to serve the proposed development: x Proposed Site Driveway 1 o On the site, construct a full-movement stop-controlled driveway with one (1) ingress lane entering the site and two (2) egress lanes exiting the site, per the site plan. x Proposed Site Driveway 2 o On the site, construct one (1) ingress lane entering the site and one (1) egress lane exiting the site, per the site plan. x Proposed Site Driveway 3 o On the site, construct one (1) ingress lane entering the site, per the site plan. Kimley >>>Horn