Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
01-04-2021 Planning Commission Agenda Packet
Planning Commission Meeting January 4, 2021 IMPORTANT UPDATE: Please note that as the City is responding to current COVID-19 concerns, it is important to keep members of the public, our Planning Commission, and staff as safe as possible. For that reason, we will conduct the Planning Commission meeting on January 4, 2021 as a remote video conference meeting. We will continue to update https://www.fairhopeal.gov/departments/planning-and-zoning for the latest information. The City of Fairhope Planning Commission will hold a virtual public hearing at 5:00 PM on Monday, January 4, 2021. Microsoft Teams will be utilized to host our virtual meeting. We will strive to meet the intent of the State’s Open Meetings Act under unprecedented circumstances. If you would like your comments to be considered prior to the meeting, please mail comments to the Planning Department at P.O. Box 429, Fairhope, AL 36533, e-mail to planning@fairhopeal.gov or hand deliver to 555 S. Section Street (a drop box is provided outside our front door) by 3:00 PM on Monday, January 4, 2021. To participate during the public hearings you may join by computer or smartphone: Please send a request to planning@fairhopeal.gov. We will send you a calendar invitation and instructions by 3:00 PM on Monday, January 4, 2021. You may also join by telephone at: +1 334-530-5148 Access code: 966 783 969# Please call in 10-15 minutes prior to the 5:00PM start time. If you are unable to participate by either of the methods above, you may submit a written request to planning@fairhopeal.gov, or call (251) 990-0214 and we will do our best to accommodate. As always, our meetings are also live streamed on YouTube. You may follow along with the meeting at https://www.youtube.com/user/cityoffairhope. Our response is changing daily. Please monitor https://www.fairhopeal.gov/departments/planning-and-zoning for the latest information. G. ZC 20.05 Public hearing to consider the request of Donna Dowsey, Penny Odom, and Sandra Lee to rezone property from R-1 Low Density Single Family Residential District to 8-4 General Business District. The property is approximately .73 acres and is located on the east side of Greeno Road between Dyer Road and Gayfer Avenue, at 520 N. Greeno Road . PPIN #: 31 9 3 H. ZC 21.03 Public hearing to consider the request of the City of Fairhope Planning and Zoning Department for an amendment to Article V., Section B. Central Business District in the Zoning Ordinance regarding the percentage of commercial square footage required on the ground floor for mixed use buildings. I. SD 21.05 Public hearing to consider the request of the City of Fairhope Planning and Zoning Department to accept Resolu tion 2021-0 1 for a proposed amendment to Article V., Section F.4.i to establish specifications for buffer signage . 4. Old/New Business • SD 20.45 Mozley Estate Farms -Request of 60-di3y extension of plat approva l to obtain final signatures and record the plat. • SD 20.47 Public hearing to consider the request to amend the conditions of approval for Fairhope Falls West. 5. Adjourn November 5, 2020 Planning Commission Minutes 1 The Planning Commission met virtually Thursday, November 5, 2020 at 5:00 PM at the City Municipal Complex, 161 N. Section Street in the Council Chambers. Present: Lee Turner, Chairperson; Art Dyas; Rebecca Bryant; Harry Kohler; John Worsham; Hollie MacKellar; Jason Langley; Jimmy Conyers, Council Liaison; Buford King, Development Services Manager; Hunter Simmons, Planning and Zoning Manager; Mike Jeffries, Planner; Carla Davis, Planner; Samara Walley, Planner; Emily Boyett, Secretary; and Ken Watson, City Attorney Absent: Clarice Hall-Black Chairman Turner called the meeting to order at 5:04 PM and explained the procedures of the meeting. Mr. Turner took a roll call of those present. The minutes of the August 3, 2020 Planning Commission meeting were considered. Art Dyas made a motion to accept the minutes as written. John Worsham 2nd the motion and the motion carried unanimously with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, John Worsham, Lee Turner, Hollie MacKellar, Jason Langley and Jimmy Conyers. NAY – none. The minutes of the October 5, 2020 Planning Commission meeting were considered. Art Dyas made a motion to accept the minutes as written. John Worsham 2nd the motion and the motion carried unanimously with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, John Worsham, Lee Turner, Hollie MacKellar, Jason Langley and Jimmy Conyers. NAY – none. ZC 20.05 Public hearing to consider the request of Donna Dowsey, Penny Odom, and Sandra Lee to rezone property from R-1 Low Density Single Family Residential District to B-2 General Business District, Donna Dowsey. The property is located on the east side of Greeno Road between Dyer Road and Gayfer Avenue, at 520 N. Greeno Road. Mr. Simmons gave the staff report saying the property is approximately .73 acres and the applicants contend the property is no longer conducive for residential use. He added there is no specific plans for the property at this time. Staff recommendation is to DENY the request. Mr. Dyas stated there has been no demand on Greeno Road since 1972 other than multi-family. Mr. Turner said the City has been trying for 20 years to have simple protections put in place along Greeno but there has been no support from the residential property owners. Mr. Lee, applicant’s husband, addressed the Commission saying the family is trying to sell the property to close the estate but the only interest is in commercial use and specifically an office. Mr. Turner explained B-4 Business and Professional District would allow office use. Mr. Turner opened the public hearing. Mrs. Boyett stated one email was received in opposition to the request. Having no one present to speak, Mr. Turner closed the public hearing. Mr. Dyas asked if the request is denied will the applicant have to wait a year to reapply and Mr. Simmons responded yes. Mr. Dyas asked if the case needs to be tabled since the applicant did not ask for B-4 and Mr. Watson responded yes. Mr. Conyers said without restrictions or an overlay Greeno Road will become exactly what the citizens say they do November 5, 2020 Planning Commission Minutes 2 not want. He suggested tabling the request for additional review. Mrs. MacKellar noted the property value is zero as residential. She suggested amending B-2 restrictions based on geographical area. Mr. Dyas suggested joining with other property owners to become a PUD and Mr. Turner proposed allowing PUD without a minimum acreage on Hwy. 181 and Greeno Road. Mr. Simmons explained when just trying to sell the property and not developing it, it is hard to do a PUD. Art Dyas made a motion to TABLE the case until the next meeting. Jimmy Conyers 2nd the motion and the motion carried unanimously with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, John Worsham, Lee Turner, Hollie MacKellar, Jason Langley and Jimmy Conyers. NAY – none. ZC 20.07 Public hearing to consider the request of FST Hermitage, LLC to rezone property from R-1 Low Density Single Family Residential District to PUD (Planned Unit Development), Larry Smith. The property is located on the west side of Blue Island Avenue just south of Winn Avenue. Mr. Simmons gave the staff report saying the property is approximately 4.39 acres and the applicant is proposing an 8-lot residential subdivision. Mr. Simmons stated drainage has been a concern for the site, but the applicant has been working on this project for a year. Staff recommendation is to APPROVE contingent upon the following conditions: 1. Remove “Principle Struct” from the maximum lot coverage portion of the Site Data table. 2. A final (not Draft) copy of the Declaration of Covenants, will be included in the Master Development Plan as Appendix D. Mr. Smith addressed the Commission saying the original design included a 40’ ROW and a R-2 zoning but it was recommended to resubmit as a PUD so it would be clear what would be developed but this is ultimately the same design. Mr. Turner opened the public hearing. Mrs. Boyett stated several letters have been received and are included in the packet. Rene Taylor of 253 Blue Island Avenue – She stated there has been lots of misinformation and the neighbors want the property to remain R-1. She said this will impact the neighbors and there is not enough property to be a nice cul-de-sac. Having no one else present to speak, Mr. Turner closed the public hearing. Mr. Turner asked if staff is comfortable with the drainage since this is low land. Mr. Smith explained he reviewed the upstream water and they will be installing additional culvert to help because the existing infrastructure is not adequate to handle the current amount of water. He also noted they looked at a regional pond but the City was not supportive at this time. Mrs. MacKellar said she compared it to Greenbriar Lane and this will be less impact than it. She noted the property has been for sale for 5 years but it is wet and low. Mrs. Bryant asked why staff is supportive of diverging from R-1 and Mr. Simmons explained the development will help with drainage, there are a range of lot sizes, and the regulations discourage cul-de-sacs but connectivity is not conducive. George Dittmann of 249 Blue Island Avenue – He stated the surrounding lots are much larger than what is proposed. He also said the neighborhood meeting was over a year ago. Mr. Smith said he has spoken with Mr. Dittmann several times and the only change to the plan since the neighborhood meeting is the right-of-way width. It was increased 10’ by taking 5’ from each side. Mr. Dyas said it does not matter what the lot sizes are or how November 5, 2020 Planning Commission Minutes 3 big the parcels are across the street because it is based on the zoning requirements. He stated we are getting greenspace and drainage with this development. Art Dyas made a motion to accept the staff recommendation to APPROVE contingent upon the following conditions: 1. Remove “Principle Struct” from the maximum lot coverage portion of the Site Data table. 2. A final (not Draft) copy of the Declaration of Covenants, will be included in the Master Development Plan as Appendix D. Jimmy Conyers 2nd the motion and the motion carried with the following vote: AYE – Art Dyas, Harry Kohler, John Worsham, Lee Turner, Hollie MacKellar, Jason Langley and Jimmy Conyers. NAY – Rebecca Bryant. SD 19.39 Public hearing to consider the request of FST Hermitage, LLC for Preliminary plat approval of Hermitage Court Resubdivision, an 8-lot division, Larry Smith. The property is located on the west side of Blue Island Avenue just south of Winn Avenue. Mr. Jeffries gave the staff report saying the property is approximately 4.39 acres and the applicant is proposing an 8-lot residential subdivision. Staff recommendation is to APPROVE contingent upon the following condition: 1. Approval of ZC 20.07 by City Council without substantial change to current proposed site plan. Mr. Turner opened the public hearing. Bobby Cook of 154 Blue Island Avenue – He stated concerns with the drainage. Having no one else present to speak, Mr. Turner closed the public hearing. Mr. Turner stated concerns with the houses being under water and Mr. Smith sated there has been an extensive drainage review and another inlet and larger pipes will be installed. Art Dyas made a motion to accept the staff recommendation to APPROVE contingent upon the following condition: 1. Approval of ZC 20.07 by City Council without substantial change to current proposed site plan. Jimmy Conyers 2nd the motion and the motion carried with the following vote: AYE – Art Dyas, Harry Kohler, John Worsham, Lee Turner, Hollie MacKellar, Jason Langley and Jimmy Conyers. NAY – Rebecca Bryant. SD 20.34 Public hearing to consider the request of BYC, LLC for Preliminary approval of Planter’s Pointe Shopping Center, a 15-unit multiple occupancy project, Jake Gibbs. The project is located on the northwest corner of the intersection of State Hwy. 104 and State Hwy. 181. Mr. Jeffries gave the staff report saying the property is approximately 21.24 acres and the applicant is proposing 15 units comprised of one grocery store and 14 unit connected retail center. He noted the building height shall be 35’. Mr. Jeffries added the applicant is also requesting a waiver to the greenspace requirements. Staff recommendation is to APPROVE contingent upon the following conditions: 1. Approval of greenspace waiver request. 2. Future subdivisions or development shall comply with notes on recorded plat S- 2725E “1. Provide a water flow model data to the standards of the City of Fairhope Water Department. November 5, 2020 Planning Commission Minutes 4 2. Provide sidewalks on all streets within the Planning Jurisdiction of the City of Fairhope.” Mr. Dyas asked if there is a hardship for the greenspace waiver and Mr. Jeffries explained a portion of the greenspace is proposed within the construction setback along St. Hwy. 181. Mr. Dyas stated there is no guarantee St. Hwy. 181 won’t be expanded again and there is plenty of area to incorporate the needed greenspace. Jake Gibbs of Thompson Engineering addressed the Commission saying the building height has been revised. Mr. Turner opened the public hearing. Having no one present to speak, he closed the public hearing. Mr. Turner asked if the parking area could be reduced to allow the required greenspace to be provided and Mr. Gibbs stated the current expansion of St. Hwy. 181 will not utilize the construction setback but it is unknown as to what will be needed in 20 years. Mr. Dyas stated there is no hardship and it does not meet the requirements. Art Dyas made a motion to accept the staff recommendation to APPROVE contingent upon the following condition: 1. Denial of greenspace waiver request. 2. Future subdivisions or development shall comply with notes on recorded plat S- 2725E “1. Provide a water flow model data to the standards of the City of Fairhope Water Department. 2. Provide sidewalks on all streets within the Planning Jurisdiction of the City of Fairhope.” John Worsham 2nd the motion and the motion carried with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, John Worsham, Lee Turner, Hollie MacKellar, Jason Langley and Jimmy Conyers. NAY – none. SD 20.42 Public hearing to consider the request of Grand Properties, LLC for Preliminary approval of Fairhope Motorcoach Resort, Phase II, a 12-unit multiple occupancy project, Trey Jinright. The property is located on the north side of State Highway 104 approximately .3 miles east of Higbee Road. Ms. Davis gave the staff report saying the property is approximately 3.88 acres and the applicant is proposing 12 condominium units. Ms. Davis stated the applicant is also requesting a waiver to the sidewalk requirements. Staff recommendation is to APPROVE contingent upon the following conditions: 1. The approval of a sidewalk waiver. 2. All drawings need to reflect/depict the 20’minimum building setback line along the entire site. 3. Recording of the replat to be submitted prior to March 1, 2021. 4. The Final approval will need to satisfy the condominium requirements per Article II in the Subdivision Regulations. 5. Final approval will need to include an easement for the water system. Mr. Turner asked if a sidewalk easement was required along St. Hwy. 104 with Phase 1 of this development and Ms. Davis responded no. Mr. Turner asked if an easement can be required with this phase and Mr. Watson responded yes. Mr. Turner opened the public hearing. Having no one present to speak, he closed the public hearing. November 5, 2020 Planning Commission Minutes 5 Mr. Conyers noted there are no existing sidewalks in the area and Mr. Turner stated it is just an easement to allow future installation. Jimmy Conyers made a motion to accept the staff recommendation to APPROVE contingent upon the following conditions: 1. Denial of the sidewalk waiver. A 10’ sidewalk easement along State Highway 104 shall be added to the drawings. 2. All drawings need to reflect/depict the 20’minimum building setback line along the entire site. 3. Recording of the replat to be submitted prior to March 1, 2021. 4. The Final approval will need to satisfy the condominium requirements per Article II in the Subdivision Regulations. 5. Final approval will need to include an easement for the water system. John Worsham 2nd the motion and the motion carried with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, John Worsham, Lee Turner, Hollie MacKellar, Jason Langley and Jimmy Conyers. NAY – none. SD 20.44 Public hearing to consider the request of FST James D. Gillespie for plat approval of Payne’s Place, a 4-lot minor subdivision, Seth Moore. The property is located on the north side of County Road 34 just west of State Highway 181, at 9725 County Road 34. Mr. King gave the staff report saying the property is approximately 12 acres and 4 lots are proposed. The applicant is also requesting a waiver to the sidewalk requirements but has included a 15’ sidewalk, drainage, and utility easement on the plat. Staff recommendation is to APPROVE contingent upon the following conditions: 1. Approval of the sidewalk waiver as requested by the applicant. a. Memorialize the inclusion of a 15’ sidewalk, drainage, and utility easement on the plat. 2. Wetland buffer signs shall be installed and spaced 100’ apart prior to signatures applied to the plat. The Code Enforcement Officers will be granted right of entry onto private property to verify placement of required signage. Mr. Turner opened the public hearing. Having no one present to speak, he closed the public hearing. Art Dyas made a motion to accept the staff recommendation to APPROVE contingent upon the following conditions: 1. Approval of the sidewalk waiver as requested by the applicant. a. Memorialize the inclusion of a 15’ sidewalk, drainage, and utility easement on the plat. 2. Wetland buffer signs shall be installed and spaced 100’ apart prior to signatures applied to the plat. The Code Enforcement Officers will be granted right of entry onto private property to verify placement of required signage. Jimmy Conyers 2nd the motion and the motion carried with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, John Worsham, Lee Turner, Hollie MacKellar, Jason Langley and Jimmy Conyers. NAY – none. SD 20.45 Public hearing to consider the request of Wayne and Sherry Mozley for plat approval of Mozley Estate Farms, a 3-lot minor subdivision, Justin Palmer. The property is located on the north side of Dominion Drive just east of Mary Ann Beach Road. Mrs. Walley gave the staff report saying the property is approximately 10.3 acres November 5, 2020 Planning Commission Minutes 6 and 3 lots are proposed. The applicant is requesting a waiver to the sidewalk requirements but has included a 15’ sidewalk, drainage, and utility easement on the plat. Mrs. Walley explained this application was originally heard on March 2, 2020 and approved by the Planning Commission. However, the application has since expired. Staff recommendation is to APPROVE contingent upon the following conditions: 1. Approval of the sidewalk waiver; 2. Provision of a 10’ sidewalk easement along Dominion Drive; 3. Flow Model test should be stamped by a professional engineer; 4. Fire hydrant(s) should be illustrated on site plan; 5. Submission of updated utility availability letters; 6. Provision of the Property Owner Certification form prior to the signing of the Final Plat; and 7. Provision of Certification of Insurance prior to the signing of the Final Plat. Mr. Turner opened the public hearing. Having no one present to speak, he closed the public hearing. Harry Kohler made a motion to accept the staff recommendation for APPROVAL contingent upon the following conditions: 1. Approval of the sidewalk waiver; 2. Provision of a 10’ sidewalk easement along Dominion Drive; 3. Flow Model test should be stamped by a professional engineer; 4. Fire hydrant(s) should be illustrated on site plan; 5. Submission of updated utility availability letters; 6. Provision of the Property Owner Certification form prior to the signing of the Final Plat; and 7. Provision of Certification of Insurance prior to the signing of the Final Plat. John Worsham 2nd the motion and the motion carried with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, John Worsham, Lee Turner, Hollie MacKellar, Jason Langley and Jimmy Conyers. NAY – none. SD 20.47 Public hearing to consider the request of Fairhope Falls Owners Association, Inc.; TH Fairhope Falls 2018, LLC; and Leonard and Sharon Smart for plat approval of Fairhope Falls West, a 318-lot village subdivision, Casey Hill. The property is located on the east side of Langford Road across from Bridlewood Lane. Mr. King gave the staff report saying the applicant is requesting a village subdivision site plan approval of Fairhope Falls West. The subject property is approximately 132.2 acres. The proposed development is for 545 lots compared to the approved village plan of 540 lots. Original application was for a total of 535. The 10-lot increase was due to a redesign requested by surrounding community. Phases 1 and 2 have received final plat and phase 3 has received preliminary plat. Additional amenities are included with this revision and spread out through the proposed phases. Staff recommends APPROVAL contingent upon the following conditions: 1. The administrative replat is signed and recorded and a signed copy submitted to the Planning Department. 2. The next phase of construction is phase 4 connecting the existing development to Langford Road. 3. No subdivision applications shall be accepted until all conditions have been satisfied. November 5, 2020 Planning Commission Minutes 7 John Avent was present on behalf of the applicant. Mr. Turner opened the public hearing. Megan Dunn of 21685 Langford Road – She requested the developer landscape the entrance on Langford Road to complement the existing area’s landscaping. Mr. Jeffries stated there is a 25’ landscape buffer along Langford Road. Having no one present to speak, Mr. Turner closed the public hearing. Hollie MacKellar made a motion to accept the staff recommendation to APPROVE contingent upon the following conditions: 1. The administrative replat is signed and recorded and a signed copy submitted to the Planning Department. 2. The next phase of construction is phase 4 connecting the existing development to Langford Road. 3. No subdivision applications shall be accepted until all conditions have been satisfied. Jimmy Conyers 2nd the motion and the motion carried with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, John Worsham, Lee Turner, Hollie MacKellar, Jason Langley and Jimmy Conyers. NAY – none. SD 20.48 Public hearing to consider the request of The Verandas, LLC for plat approval of The Estates at The Verandas, a 49-lot village subdivision, Trae Corte. The property is located on the south side of St. Hwy. 104 just west of Lawrence Road. Mr. King gave the staff report saying the applicant is requesting a village subdivision site plan approval of The Estates at The Verandas, a 49-lot village subdivision. The subject property is approximately 178.5 acres and is located on the south side of State Hwy. 104 between State Hwy. 181 and Lawrence Road. The property is within the extraterritorial jurisdiction of the City of Fairhope in unzoned Baldwin County. Staff recommends TABLING of case number SD. 20.48 The Estates at the Verandas Village Subdivision initial site plan, to allow the applicant to address the following issues: 1. No stub streets are proposed for the development as required by Article V, Section D.3.e. of the City of Fairhope Subdivision Regulations a. Staff requests a stub street aligning with Blueberry Lane terminating at the boundary of PPIN 383961 in anticipation of a future street connection. b. The applicant is encouraged to consider other means of connectivity to surrounding properties such as PPIN 221244 and 77610. 2. Provide verification from Baldwin County regarding the following: a. Acceptance of proposed building setbacks b. Acceptance of the 50’ ROW with no curb and gutter i. The horse trail and pedestrian path is located outside the ROW c. Acceptance of the gated development with private streets i. A gated development affects not only utilities but also waste collection 3. To be discussed during the Planning Commission meeting: a. The applicant requests that no greenspace is furnished by the development i. Article V, Section “C” of the subdivision regulations require 10% greenspace. November 5, 2020 Planning Commission Minutes 8 b. The planning commission may desire to restrict further re-subdivision of the lots within the village subdivision after the final plat is recorded c. Planning Commission discussion of the gated development d. Proposed development exceeds 30 units i. A secondary entrance is required to comply with IFC requirements, or; ii. All dwellings shall include fire sprinklers to comply with IFC requirements e. City of Fairhope Wetland Ordinance number 1370 shall not be overridden by the Village Subdivision approval i. The proposed roadway paralleling a wetland area shall not encroach upon the 30’ wetland buffer f. Renderings and elevations of structures were not furnished as required by Article IV Section “F” i. The applicant indicates all homes will be “custom” ii. The applicant indicates the entrance signage feature will match that of The Verandas Phases 3 and 4 g. Sidewalks are not proposed within the development but are indicated along SR104 connecting to The Verandas Phases 3 and 4 i. A footbridge will provide the wetland crossing between proposed development and Phases 3 and 4 of The Verandas 4. Utilities a. Fairhope Public Utilities (FPU) advises that if natural gas service is desired, gas mains shall be installed by the developer by qualified personnel b. FPU advises it must have 24/7/365 access to the development if the development is gated. FPU reserves the right to approve the means of 24/7/365 access as a condition of approval. “Knox Box” or a similar device is inadequate access for FPU. c. The applicant shall provide correspondence from Riviera Utilities (electrical service) of its acceptance of the gated community and Riviera’s requirements for access d. All proposed residential lots exceed 20,000sf in size and thus are of sufficient size for septic service. However, sanitary sewer service is available in this area within sufficient distance to be extended to the proposed development. 5. Landscaping / Trees a. The village subdivision application requests street trees planted at 100’ intervals in lieu of the 50’ intervals required by Article V Section D.5.(8) of the subdivision regulations b. Subject property lies within the Police Jurisdiction of the City of Fairhope and thus Tree Ordinance (number 1444) is applicable. i. Proposed variety of street trees shall be reviewed and approved the City of Fairhope Horticulturalist. For the applicant’s information – subject property is located within the City of Fairhope Police Jurisdiction and as such the signage ordinance (number 1537) is applicable. November 5, 2020 Planning Commission Minutes 9 6. Preliminary plat approval for Phase 1 and Phase 3 of The Verandas, as approved by City of Fairhope Planning Commission via Case numbers SD 16.37 and SD 17.03 will be declared null, void, and of no effect upon approval of Case number SD 20.48. 7. Staff reserves the right to defer review of preliminary plats related to this development until a Village Subdivision Site Plan has been approved by the Planning Commission and all provisions of that approval have been incorporated into the preliminary plat application. Trae Corte addressed the Commission addressing the staff’s concerns. He stated removing the gate will eliminate most of the concerns. He explained there is an approved 131 lot village subdivision that he does not want overwritten with a new approval of something he does not agree to. He noted the lots are approximately 3 acres and no greenspace is proposed due to the large lots. Mr. Corte addressed concerns regarding stub-outs and connectivity, sidewalks, curb and gutters, tree plantings, septic tanks, and setbacks. Mr. Turner opened the public hearing. Having no one present to speak, he closed the public hearing. Jimmy Conyers made a motion to APPROVE the request with the following conditions: 1. An ingress/egress shall be provided between Lots 11 and 12 to establish an additional access for the development. This access shall comply with IFC requirements, or; support a 75,000 GVW. 2. Provide verification from Baldwin County regarding the following: a. Acceptance of proposed building setbacks. b. Acceptance of the 50’ ROW with no curb and gutter. 3. No greenspace is required due to the large acreage lots. 4. A note shall be added to the plat to restrict further re-subdivision of the lots within the village subdivision after the final plat is recorded. 5. City of Fairhope Wetland Ordinance number 1370 shall not be overridden by the Village Subdivision approval. a. The proposed roadway paralleling a wetland area shall not encroach upon the 30’ wetland buffer. 6. Renderings and elevations of structures were not furnished as required by Article IV Section “F.” a. The applicant indicates all homes will be “custom.” b. The applicant indicates the entrance signage feature will match that of The Verandas Phases 3 and 4. 7. Sidewalks shall be required along SR104. a. A horse trail and pedestrian path shall be required in lieu of sidewalks. b. A footbridge will provide the wetland crossing between proposed development and Phases 3 and 4 of The Verandas. 8. Utilities a. Fairhope Public Utilities (FPU) advises that if natural gas service is desired, gas mains shall be installed by the developer by qualified personnel. b. All proposed residential lots exceed 20,000sf in size and thus are of sufficient size for septic service. However, sanitary sewer service is November 5, 2020 Planning Commission Minutes 10 available in this area within sufficient distance to be extended to the proposed development. No grinder pumps are allowed. 9. Landscaping / Trees c. Street trees are may be planted at 100’ intervals in lieu of the 50’ intervals required by Article V Section D.5.(8) of the subdivision regulations based on the variety of tree proposed is a red oak. d. Subject property lies within the Police Jurisdiction of the City of Fairhope and thus Tree Ordinance (number 1444) is applicable. i. Proposed variety of street trees shall be reviewed and approved the City of Fairhope Horticulturalist. 10. For the applicant’s information – subject property is located within the City of Fairhope Police Jurisdiction and as such the signage ordinance (number 1537) is applicable. 11. Preliminary plat approval for Phase 1 and Phase 3 of The Verandas, as approved by City of Fairhope Planning Commission via Case numbers SD 16.37 and SD 17.03 will be declared null, void, and of no effect upon approval of Case number SD 20.48. 12. Staff reserves the right to defer review of preliminary plats related to this development until a Village Subdivision Site Plan has been approved by the Planning Commission and all provisions of that approval have been incorporated into the preliminary plat application. Mr. Corte agreed to the conditions as specified. Rebecca Bryant 2nd the motion and the motion carried with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, John Worsham, Lee Turner, Jason Langley and Jimmy Conyers. NAY – none. ABSTENTION – Hollie MacKellar. ZC 20.08 Public hearing to consider the request of the City of Fairhope Planning and Zoning Department for an amendment to Article VII, Section D. Non- Conforming Lots in the Zoning Ordinance, Hunter Simmons. Mr. Simmons gave the staff report saying staff request the passage of an amendment to the Fairhope Zoning Ordinance, Article VII, Section D. Non-Conforming Lots number 3 to read as follows: 3. The minimum front setback required for the district (and, on corner lots, the street side setback) shall not apply to any lot where the average setbacks in the same block and within 200 feet of the adjacent lot(s), the subject lot is less than the minimum setback required for the district. In such cases, the proposed building may be aligned with the building’s existing on either side thereof the front setback may be the same as the average setback(s) of the adjacent lot(s). In no case, shall the setback be more than 5’ less that the minimum setback required for the district. Staff recommends to APPROVE as requested. Mr. Turner opened the public hearing. Having no one present to speak, he closed the public hearing. Art Dyas made a motion to accept the staff recommendation to APPROVE with replacing “setback” with “building line” as follows: 3. The minimum front setback required for the district (and, on corner lots, the street side setback) shall not apply to any lot where the average front building line(s) of November 5, 2020 Planning Commission Minutes 11 the adjacent lot(s), is less than the minimum setback required for the district. In such cases, the front building line may be the same as the average front building lines(s) of the adjacent lot(s). In no case, shall the front building line be more than 5’ less than the minimum setback required for the district. John Worsham 2nd the motion and the motion carried with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, John Worsham, Lee Turner, Jason Langley and Jimmy Conyers. NAY – none. ABSTENTION – Hollie MacKellar. Old/New Business Building Height Discussion, Hunter Simmons – Mr. Simmons stated staff has encountered a few situations where the current building height definition has restricted construction of structures due to significant elevation changes on a lot. Election of Officers, Emily Boyett – Art Dyas made a motion to reappoint Lee Turner as Chairman, Rebecca Bryant as Vice-Chair, and Emily Boyett as Secretary. John Worsham 2nd the motion and the motion carried with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, John Worsham, Lee Turner, Jason Langley and Jimmy Conyers. NAY – none. ABSTENTION – Hollie MacKellar. 2021 Agenda Schedule and Deadlines, Emily Boyett – Art Dyas made a motion to approve the 2021 agenda schedule and deadlines as presented. Harry Kohler 2nd the motion and the motion carried with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, John Worsham, Lee Turner, Jason Langley and Jimmy Conyers. NAY – none. ABSTENTION – Hollie MacKellar. Having no further business, Jimmy Conyers made a motion to adjourn. John Worsham 2nd the motion and the meeting was adjourned at 8:22PM. ____________________________ ________________________ Lee Turner, Chairman Emily Boyett, Secretary December 7, 2020 Planning Commission Minutes 1 The Planning Commission met virtually Monday, December 7, 2020 at 5:00 PM at the City Municipal Complex, 161 N. Section Street in the Council Chambers. Present: Lee Turner, Chairperson; Art Dyas; Rebecca Bryant; Harry Kohler; Clarice Hall-Black; Hollie MacKellar; Jason Langley; Jimmy Conyers, Council Liaison; Buford King, Development Services Manager; Hunter Simmons, Planning and Zoning Manager; Mike Jeffries, Planner; Emily Boyett, Secretary; and Chris Williams, City Attorney Absent: John Worsham Chairman Turner called the meeting to order at 5:05 PM and explained the procedures of the meeting. Mr. Turner took a roll call of those present. Mr. Turner welcomed Chris Williams of Hand Arendall as the Planning Commission’s new legal counsel. Mr. Turner stated agenda item I. UR 20.07 will be heard first. UR 20.07 Request of AT&T for 11.52.11 Utility Review and approval of the proposed installation of a small cell site at 1100 Fairhope Avenue, Tim Hawkins. The project will run along Fairhope Avenue beginning near the east entrance to the University of South Alabama Mitchell Cancer Institute (1047 Fairhope Avenue) terminating west of Bishop Road near 8477 Fairhope Avenue. Mr. King gave the staff report saying the project will consist of underground installation of approximately 75 linear feet of fiber optic cable within conduit, replacement of an existing wooden utility pole with a new wooden utility pole connected to existing overhead fiber optic cable, and attachment of a small cell antenna and equipment to the new wooden pole. Staff recommends to the City of Fairhope Planning Commission a recommendation of denial of UR 20.07 shall be submitted to the Fairhope City Council due to the following deficiencies: 1. The visual impact of placing the small cell site in the subject area a. Subject area is located near the Baldwin County Satellite Courthouse as well as several churches, residences, and the newly-expanded Fairhope K-6 School campus. 2. The character of the area in which the small cell site is proposed a. The subject area is likely capable of supporting a small cell site, however there are other location options more compatible with the area not considered by the application. 3. Whether the appearance and placement of the proposed small cell site is aesthetically consistent with the immediate area. a. The existing wooden pole is somewhat obscured by vegetation. However, a new, much taller wooden pole and equipment installed on that pole will likely be unsightly-appearing in the proposed installation area. 4. The applicant has not provided any documentation indicating that no practical co- location opportunity for the small cell site exists. a. Several co-locate opportunities appear to exist near the proposed site for which existing utility poles or light poles may be utilized to install the small cell antenna and equipment. December 7, 2020 Planning Commission Minutes 2 Mr. Hawkins addressed the Commission saying the initial request was to co-locate on an existing pole but they were asked to move from in front of the courthouse door. Mr. King explained the Baldwin County Commission requested the original location be reassessed. Mr. Hawkins stated AT&T owns multiple poles in the general area and they were requested to install this small cell to help with service inside the courthouse. He noted the existing pole cannot support the required hardware needed for a small cell. Mr. Simmons suggested using an existing pole in the parking lot of the courthouse and Mr. Hawkins said that pole would need new infrastructure as well. Jack Burrell addressed the Commission saying this is going to become a constant request as all of the cell phone providers move to 5G and if the City does not urge co-locates and unobtrusive infrastructure, there will be hundreds or thousands or poles all over Fairhope. Mr. Turner asked if all utility review go to the council and Mr. Simmons responded no, only the small cells require council approval. Mr. Hawkins requested the case be TABLED to allow alternative options to be explored. Art Dyas made a motion to TABLE the case at the request of the applicant. Jimmy Conyers 2nd the motion and the motion carried unanimously with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, Lee Turner, Clarice Hall-Black, Hollie MacKellar, Jason Langley and Jimmy Conyers. NAY – none. SD 20.49 Public hearing to consider the request of George and Mary Jean Havranek for plat approval of Havranek Place, a 2-lot minor subdivision, Seth Moore. The property is located at the southeast corner of the intersection of County Road 13 and County Road 24. Mr. Simmons gave the staff report saying the subject property is approximately 11.82 acres and the applicant desires to divide the property into two separate lots. The proposed Lot 2 is approximately 6.19 acres (269,636 square feet) with an existing residence and carport. The proposed Lot 3 is approximately 5.63 acres (245,242 square feet) with an existing residence and shed. The applicant has submitted two waiver requests from the City of Fairhope Subdivision Regulations. The first wavier is in relation to Article VI Section D. “Sidewalks” which states: “sidewalks shall be installed on all streets within the planning jurisdiction of the City of Fairhope”. Historically, the planning commission has greatly emphasized sidewalk installation to facilitate future pedestrian connectivity and walkability of developments and has either required sidewalk installation, or in the case of county roads, required a pedestrian easement on private property along the margin of the property adjacent to the public ROW to allow future sidewalk installation, but not required sidewalks to be installed prior to minor subdivision plat approval. The proposed plat includes a 15’ sidewalk, drainage, and utility easement along the margin of CR 1 and CR 24 onto which sidewalks may be installed at a future time. Staff does not object to the sidewalk waiver and will memorialize via condition of approval the 15’ easement noted on the plat. The second waiver is related to Article VI, Section G. Fire Hydrants requirement in the City of Fairhope Subdivision Regulations which states: “fire hydrants shall be installed along each street at a maximum interval of four hundred fifty (450) feet, or at the ends and center of each block, or at otherwise required by the fire authority having jurisdiction.” Staff does not recommend approval of the waiver from the fire hydrant requirements of the City of Fairhope Subdivision Regulations. Staff believes the health, safety and welfare of citizens, as contemplated by Article I, section “A” of the City of Fairhope Subdivision regulations may be comprised by non-installation of a fire hydrant. Staff December 7, 2020 Planning Commission Minutes 3 recommends DENIAL of SD 20.49 due to the failure to meet the requirements of Article VI, Section G of the Subdivision Regulations regarding fire hydrants. Seth Moore was present on behalf of the applicant and requested the case to be TABLED in order to provide fire flow information. SD 20.50 Public hearing to consider the request of Stephen Martiniere for plat approval of Martiniere Place, a 2-lot minor subdivision, Seth Moore. The property is located on the west side of Rachel Myers Lane approximately ¼ mile north of County Road 48. Mr. Simmons gave the staff report saying the subject property is approximately 10.22 acres. The property is currently vacant and the applicant desires to divide the property into two separate lots. The proposed Lot 1 is approximately 7.17 acres (312,489 square feet). The proposed Lot 2 is approximately 3.05 acres (132,858 square feet). The applicant has submitted three waiver requests from the City of Fairhope Subdivision Regulations. The first wavier is in relation to Article VI Section D. “Sidewalks” which states: “sidewalks shall be installed on all streets within the planning jurisdiction of the City of Fairhope”. Historically, the planning commission has greatly emphasized sidewalk installation to facilitate future pedestrian connectivity and walkability of developments and has either required sidewalk installation, or in the case of county roads, required a pedestrian easement on private property along the margin of the property adjacent to the public ROW to allow future sidewalk installation, but not required sidewalks to be installed prior to minor subdivision plat approval. The proposed plat includes a 15’ sidewalk, drainage, and utility easement along the margin of Rachel Myers Lane onto which sidewalks may be installed at a future time. Staff does not object to the sidewalk waiver, however collectively with the other deficiencies related to the application staff will recommend denial of the application in its entirety. The second waiver is related to Article VI, Section G. “Fire Hydrants” required in the City of Fairhope Subdivision Regulations which states: “fire hydrants shall be installed along each street at a maximum interval of four hundred fifty (450) feet, or at the ends and center of each block, or as otherwise required by the fire authority having jurisdiction.” Staff does not recommend approval of the waiver from the fire hydrant requirements of the City of Fairhope Subdivision Regulations. Staff believes the health, safety, and welfare of citizens, as contemplated by Article I, section “A” of the City of Fairhope Subdivision regulations may be comprised by non-installation of a fire hydrant. The third waiver request is related to Article V, Section “E” related to lot standards and lot access. Specifically, all lots must front upon a paved, publicly-maintained street. The portion of Rachel Myers lane onto which subject property fronts is an unpaved, but possibly county- maintained street. Though staff does not necessarily object to the waiver request, collectively, the three deficiencies result in an application for which staff cannot recommend approval. Staff recommends DENIAL of SD 20.50 due to the failure to meet the following requirements: 1. Article V, Section E. of the Subdivision Regulations regarding lot standards/ lot access. 2. Article VI, Section D. of the Subdivision Regulations regarding sidewalks. 3. Article VI, Section G of the Subdivision Regulations regarding fire hydrants. December 7, 2020 Planning Commission Minutes 4 Seth Moore was present on behalf of the applicant and requested the case to be TABLED in order to provide fire flow information. SD 20.51 Public hearing to consider the request of FST Linda Walker for plat approval of Walker Place, a 2-lot minor subdivision, Seth Moore. The property is located on the south side of Morphy Avenue between Bishop Road and County Road 13, at 8800 Morphy Avenue. Mr. Simmons gave the staff report saying the subject property is approximately 7.9 acres and the applicant desires to divide the property into two separate lots. The proposed Lot 1 is approximately 3.10 acres (135,400 square feet) with an existing residence. The proposed Lot 2 is approximately 4.75 acres (207,100 square feet) with an existing residence and barn. The applicant has submitted two waiver requests from the City of Fairhope Subdivision Regulations. The first wavier is in relation to Article VI Section D. “Sidewalks” which states: “sidewalks shall be installed on all streets within the planning jurisdiction of the City of Fairhope”. Historically, the planning commission has greatly emphasized sidewalk installation to facilitate future pedestrian connectivity and walkability of developments and has either required sidewalk installation, or in the case of county roads, required a pedestrian easement on private property along the margin of the property adjacent to the public ROW to allow future sidewalk installation, but not required sidewalks to be installed prior to minor subdivision plat approval. The proposed plat includes a 15’ sidewalk, drainage, and utility easement along the margin of Morphy Avenue onto which sidewalks may be installed at a future time. The sidewalk easement is not necessary because Morphy AVE is a City of Fairhope ROW and thus sidewalks would be installed in the ROW. Staff does not necessarily object to the sidewalk waiver because there are no existing sidewalks along Morphy AVE between Bishop Road and CR 13. At the time of plat approval, staff will memorialize via condition of approval an opportunity for the planning commission to rule on the sidewalk wavier. The second waiver is related to Article VI, Section G. Fire Hydrants requirement in the City of Fairhope Subdivision Regulations which states: “fire hydrants shall be installed along each street at a maximum interval of four hundred fifty (450) feet, or at the ends and center of each block, or at otherwise required by the fire authority having jurisdiction.” Staff does not recommend approval of the waiver from the fire hydrant requirements of the City of Fairhope Subdivision Regulations. Staff believes the health, safety, and welfare of citizens, as contemplated by Article I, section “A” of the City of Fairhope Subdivision regulations may be comprised by non-installation of a fire hydrant. Staff recommends DENIAL of SD 20.51 due to the failure to meet the requirements of Article VI, Section G of the Subdivision Regulations regarding fire hydrants. Seth Moore was present on behalf of the applicant and requested the case to be TABLED in order to provide fire flow information. SD 20.53 Public hearing to consider the request of FST Magnolia/Church, LLC for preliminary approval of Magnolia & Church Mixed Use Development, a 10-unit multiple occupancy project, Larry Smith. SR 20.04 Request of FST Magnolia/Church, LLC for Site Plan approval of Magnolia & Church Mixed Use Development, a 10-unit project, Larry Smith. December 7, 2020 Planning Commission Minutes 5 The property is located at the northeast corner of the intersection of Magnolia Avenue and Church Street, at 301 Magnolia Avenue. Mr. Jeffries gave the staff report saying the property is zoned B-2 and located on the edge of the Central Business District (CBD). The proposed project is currently under Site Plan review as well. Mr. Jeffries stated the fire hydrant located on Magnolia does provide adequate fire flow for the development. The City is currently upgrading the system and the improvements should provide the fire protection needed. A fire flow at the end of construction shall be performed to verify the development does have adequate fire protection. He noted sidewalks shall be constructed in ADA compliance. Portion of sidewalk is not being replaced near street intersection leading to potential problems aligning the old portion to the newly replaced portion. The applicant has provided a Tree Removal Application submitted to Paul Merchant, City Horticulturalist, dated 2017 that has a proposed mitigation plan. Speaking with Paul Merchant the application from 3 years ago was submitted with a different site plan. A comment from Paul on the application says nothing is approved until a plan is submitted. One has not been submitted. A new tree removal application needs to be submitted and reviewed by Paul Merchant and/or the Fairhope Tree Committee. The applicant provided an unsigned report from Cleve Formwalt with recommendations for tree removal, trimming, and development practices. The report does not reflect the removal or trimming located midways down the property along Church Street. The Tree Protection plan sheet D01 does not reflect the removal of the tree on the north end of the property as stated in the report. Tree removal plan does not show canopy of trees. Without canopy shown with proposed building footprint staff does not know how much of the tree will have to removed. Mr. Simmons noted concerns with cars backing into the sidewalk on Church Street and the minimal amount of commercial square footage. Mr. Turner agreed with Mr. Simmons. Staff recommended the SD 20.53 be TABLED for further review and discussion. Staff recommended the SR 20.04 be TABLED for further review and discussion. Vance McCown was present and requested both SD 20.53 and SR 20.04 be TABLED in order to provide revised information to staff for review to address concerns. ZC 20.09 Public hearingto consider the request of Dominion Senior Living of Fairhope, LLC on behalf of Seaman Capital, LLC to rezone property from R-1 Low Density Single Family Residential District to PUD (Planned Unit Development), Trey Jinright. The property is located at the southwest corner of the intersection of Volanta Avenue and Greeno Road, to be known as The Reserve at Fairhope. Mr. Simmons gave the staff report saying the property is approximately 16.62 acres and is located at the SW intersection of Greeno Rd and Volanta Ave. The applicant describes the project as a “senior living community” that “provides varying degrees of care for citizens 55 years of age and older”. The project consists of 168 total units; 104 independent living units, 32 assisted living units, and 32 memory care units. 20 of the independent living units will be patio homes, with the remainder of the units contained in a proposed 3 story, approximately 225,000 s.f. building. Per the site data table, the net density of the project is 12.6 Units/Ac. The project proposes over 26% (25% required) of the 16.62 acres as greenspace with amenities that include a pool, courts, a putting green, December 7, 2020 Planning Commission Minutes 6 court yards, as well as “activity trials”. In addition to the greenspace shown in the plan above, a 20’ buffer is providing adjacent to Greeno Rd and Volanta Ave. While dense, this proposed project captures the intent of PUD zoning – it is a comprehensively planned, innovative use of the site, offering a variety of living opportunities, and makes efficient use of greenspace. Traffic, detailed drainage plans, electrical, and sewer services will be reviewed in detail as required by the Multiple Occupancy Project (MOP) regulations of the City of Fairhope’s Subdivision Regulations. Staff recommends be recommended for APPROVAL to the Fairhope City Council to rezone subject properties from R-1 to PUD with the following conditions: 1. Tree removal and landscape plans shall be reviewed by the City of Fairhope Tree Commission prior to/during M.O.P. review. 2. The proposed signalized crossing shall be coordinated with The City of Fairhope’s Public Works Department. 3. Final drainage plans, as well as connectivity to Sewer and Electrical, will be resolved prior to/during M.O.P. review. 4. A traffic study and building elevations will be provided for review as part of the M.O.P. application. Trey Jinright of JADE Consulting, LLC was present on behalf of the applicant. Mr. Conyers asked if the 40’ building height is only for the CBD and Mr. Simmons answered yes, the proposed buildings are 180’ from the road and should not be overwhelming but suggested the building be stepped down closer to Volanta Avenue. Mr. Jinright stated the existing neighborhood is closest to the 2 story buildings. He said the site will have 26% greenspace and the applicant is agreeable to staff’s conditions. Mr. Dyas and Mrs. Bryant questioned the drainage and Mr. Jinright explained the water currently flows south to Hoyle and the Green’s property. He said the full drainage calculations have not been done at this time. Mr. Turner opened the public hearing. Lawanna Mason of 512 Lillian Circle – She stated concerns regarding the buffer along her property and drainage. Bobby Green of 415 Maple Street – He stated concerns with drainage, wetlands, density, noise from Greeno Rd., keeping the southern edge of Hoyle Street wooded, and payment for improvements to Hoyle Street. Having no one else present to speak, Mr. Turner closed the public hearing. Mr. Jinright responded to the public comments saying there will be a 20’ setback along the property line and there is a triangle shaped parcel that is not part of this development. He noted building 11 and 12 are single story. Mr. Kohler asked about parking and Mr. Jinright stated there are garages, street parking, and golf cart spaces. Art Dyas made a motion to accept the staff recommendation for APPROVAL to the Fairhope City Council to rezone subject properties from R-1 to PUD with the following conditions: 1. Tree removal and landscape plans shall be reviewed by the City of Fairhope Tree Commission prior to/during M.O.P. review. 2. The proposed signalized crossing shall be coordinated with The City of Fairhope’s Public Works Department. 3. Final drainage plans, as well as connectivity to Sewer and Electrical, will be resolved prior to/during M.O.P. review. December 7, 2020 Planning Commission Minutes 7 4. A traffic study and building elevations will be provided for review as part of the M.O.P. application. Harry Kohler 2nd the motion and the motion carried unanimously with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, Lee Turner, Clarice Hall-Black, Hollie MacKellar, Jason Langley and Jimmy Conyers. NAY – none. ZC 20.10 Public hearing to consider the request of Gayfer Village Partners, LLC for an amendment to the Klumpp PUD (Planned Unit Development), Scott Hutchinson. The property is located on the west side of St. Hwy. 181 between Fairhope Avenue and Gayfer Road. Mr. Simmons gave the staff report saying the applicant is seeking amendment of PUD ordinance number 1664 related to the Klumpp Planned Unit Development adopted November 25, 2019. The subject property is located at the northwest intersection of State Highway 181 and Fairhope Avenue/County Road 48 and extends north to the southwest corner of State Highway 181 and Gayfer Avenue/County Road 30. While the original PUD’s regulating plan was general, deferring specifics to future Site Plan Reviews, there was a framework for meeting the intent of a PUD. The proposed amended PUD, by being overly general, makes it difficult to recommend approval. During the meeting staff highlighted several deficiencies in the proposed plan and suggestions options to ensure the PUD is comprehensively planned, but, ultimately, the applicant is responsible for presenting their intended design. Staff recommends case ZC 20.10 Klumpp Planned Unit Development (PUD) amendment for be DENIED. Mr. Turner opened the public hearing. Having no one present to speak, he closed the public hearing. Mr. Turner said he would like to see more detail to be comfortable. Mrs. MacKellar and Mr. Dyas agreed and stated concerns with higher density against the existing neighborhood. Mr. Turner asked the applicant to provide landscape and buffer plans and building materials. Scott Hutchinson of Goodwyn, Mills, and Cawood, Inc. was present on behalf of the applicant and he requested the case be TABLED to provide additional detailed information to staff for review. Old/New Business SD 16.27 Fairhope Falls, Phase 3, Buford King - Request of Dewberry Engineers, LLC for 1-year extension of the Preliminary plat approval for construction of this phase. Art Dyas made a motion to approve a 1-year extension of the Preliminary plat approval for construction of this phase. Jimmy Conyers 2nd the motion and the motion carried unanimously with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, Lee Turner, Clarice Hall-Black, Hollie MacKellar, Jason Langley and Jimmy Conyers. NAY – none. SD 16.37 Old Battles Village, Phase 4, Buford King - Request of Dewberry Engineers, LLC for 1-year extension of the Preliminary plat approval for construction of this phase. Jimmy Conyers made a motion to approve a 1-year extension of the Preliminary plat approval for construction of this phase. December 7, 2020 Planning Commission Minutes 8 Art Dyas 2nd the motion and the motion carried unanimously with the following vote: AYE – Art Dyas, Rebecca Bryant, Harry Kohler, Lee Turner, Clarice Hall-Black, Hollie MacKellar, Jason Langley and Jimmy Conyers. NAY – none. Worksession, Hunter Simmons - A worksession is scheduled for Thursday, December 17, 2020 at 3:00 to discuss the rezoning on Greeno Road from R-1 to B-4. Having no further business, Jimmy Conyers made a motion to adjourn. Art Dyas 2nd the motion and the meeting was adjourned at 7:17PM. ____________________________ ________________________ Lee Turner, Chairman Emily Boyett, Secretary MEMORANDUM DATE: January 4, 2021 TO: Planning Commission Members FROM: Hunter Simmons, Planning and Zoning Manager RE: Review of Storm Water Management Program Plan (SWMPP)/Ordinances The City of Fairhope operates under Municipal Separate Storm Sewer System (MS4) Phase II General Permit Number ALR040040. A Storm Water Management Program Plan (SWMPP), submitted yearly to the ADEM, is a MS4 permit requirement. Assessment and public review of this plan is also a requirement and is specified in the current plan as being evaluated by the Planning Commission. The current SWMPP (2020) is available for public review on the City of Fairhope website: https://www.fairhopeal.gov/home/showdocument?id=17999 Proposed changes (other than language clean up and picture updates) reflected from the 2020 SWMPP are: 1. 1.3 General Introduction: a. Added Turkey Branch as a Fairhope area 303 (d) impaired stream 2. 2.2 SWMPP Management: a. Added Management Flow Chart 3. 2.3 SWMPP – Watersheds of Fairhope a. Revised watershed acreage to 9,604 acres, adding 262 acres 4. 3.0 Public Education and Public Involvement on Storm Water Impacts a. Rationale Statement: i. Referenced city stormwater alliances (CAST, WBWIT, Create a Clean Water Future and Eastern Shore MS4 Partners) ii. Added tentative monitoring map and information about the Alabama Water Watch (AWW) certified city staff members and upcoming bacterial water monitoring efforts iii. Added the on-line Citizen Service Request page as means of receiving citizen complaints b. BMP #3: Added City stormwater alliances as BMP#3 c. BMP #7: Added Commercial Applicators certification number for Parks and Rec Director 5. 4.0 Illicit Discharge Detection and Elimination a. Rationale Statement: i. Updated Outfall Assessment 5-year Schedule (2021-2025) ii. Update outfall assessment schedule for 2021 to include Waterhole Branch and (partial) Cowpen Creek outfalls for a total of 108 outfalls due for assessment in 2021 b. BMP# 12: Updated information on the Sewer Capacity Study projects (per Water and Sewer Director) c. BMP# 14: Added BMP #14: Survey 1-2-3 ESRI application for outfall data collection 6. 7.0 Good Housekeeping for Municipal Operations a. Measurable Goals: added Commercial Pesticide License renewals due for Golf Course and Public Works in 2021 The proposed 2021 Storm Water Management Program Plan (which includes the Illicit Discharge ordinance) is attached for your review. 1 City of Fairhope, Alabama Storm Water Management Program Plan Pha se II General Permit # ALR040040 202 1 (April 1, 2021– March 31, 20 22) Report Prepared By: City of Fairhope Planning and Zoning Department 555 South Section Street Fairhope, AL 36532 ........................... ~ Clean Water 2 Tab le of Contents 1.0 CONTACT LIST AND INTRODUCTION 1.1 CERTIFICATION 1.2 LIST OF CONTACTS 1.3 GENERAL INTRODUCTION 2.0 STORM WATER MANAGEMENT PROGRAM PLAN REQUIREMENTS 2.1 LISTED REQUIREMENTS 2.2 MANAGEMENT 2.3 WATERSHEDS OF FAIRHOPE 2 .4 MS4 AREA MAP 3.0 MINIMUM CONTROL MEASURE # 1: PUBLIC EDUCATION AND INVOLVMENT ON STORM WATER IMPACTS 4.0 MINIMUM CONTROL MEASURE # 2: ILLICIT DISCHARGE DETECTION AND ELIMINATION (IDDE) 5.0 MINIMUM CONTROL MEASURE # 3: CONSTRUCTION SITE STORM WATER RUNOFF CONTR OL 6.0 MIN IMUM CONTROL MEASURE # 4: POST CONSTRUCTION STORM WATER MANAGEMENT 7.0 MINIMUM CONTROL MEASURE # 5: POLLUTION PREVENTION / GOOD HOUSEKEEPING FOR MUNICIPAL OPERATIONS 3 1.0 CONTACT LIST AND INTRODUCTION 1.1 Certification I certify under penalty of law that this document and all attachments are prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting f alse information, including the possibility of fines and imprisonment for knowing violations. __________________________________ Name and Title (type or print) __________________________________ ______________________________ Sherry Sullivan, Mayor (Signature) Date 1.2 List of Contacts Address: City of Fairhope Post Office Drawer 429 Fairhope, AL 36533 Phone: (251) 928 -2136 Contact Person: Mrs. Kim Burmeister Code Enforcement Officer 555 South Section Street Fairhope, AL 36532 (251) 928-8003 Figure 1 Fairhope Municipal Pier 4 1.3 General Introduction The City of Fairhope is situated on the eastern shore of Mobile Bay in Baldwin Coun ty, in southwest Alabama. The 2018 US Census determined the City’s population estimate to be 22,085. The annexed limits, which are also the MS4 a rea limits, comprises about 15 square miles. It is part of the Eastern Shore area with Daphne, Montrose and Spanish Fort to the North. There are three main receiving streams within these area limits (Fly Creek, Rock Creek and Cowpen Creek). As of November 2020, there are (3) 303(d) impaired streams listed by ADEM. a. Cowpen Creek is identified as a 303 (d) s tream due to the presence of atmospheric mercury dep osition. It is not anticipated that the land uses in the City of Fairhope MS4 watersheds are contributors to the atmospheric deposition of mercury. b. Fly Creek is identified as a 303 (d) stream due to presence of pathogens likely from cattle grazing. c. Turkey Branch is identified as a 303 (d) stream due to the presence of patho gens, likely from cattle grazing and atmospheric deposition of mercury. It is not anticipated that the City of Fairhope MS4 area is a contributor to any of these impairments. There are no known cattle grazing activities in the Fly Creek watershed or Turkey Branch watershed in the city limits. There are no known activities which might contribute to atmospheric mercury deposition. http://adem.alabama.gov/programs/water/wquality/2020AL303dList.pdf Figure 2 ADEM 303 d list 2020 (Fairhope MS4 area) Figure 3 General locations of Fai rhope's 303 (d) impaired watersheds Fi!h& Wildlife !~source ~LOJ l6020l-Ol01-401 Turkey Branch R Mobile Baldwin s~imrning Me1al ~l1rclll)') A1mospheric deposition 1.il mill! fi~Ril~I 2020 L foh&\Vildlifl Baldwin Coumy Road Iii ALOJl6020l-Ol0l40l Turkey Branch R Mobile Bald"in S~i111!111ng Mo&/ns(E ,coli) Pasluregruzing l.l omiles Baldwin Coo~ Road Ii i I 2011 L foh&Wildlifo llssource \LOJl6010l-OlOl401 Tu~iyBraneh R Mobile Bald,~n S"iruming Metals~lmlll)') Al!OOspheric deposi tion l.l o mi ll! Ba~"in Coun~ Road Ii i I 2010 L foh&Wikllifo llssource ALOJl6010l-021MOO Co"])!nCr1el R Mobil Bald"in s,~nuning Melah(Mercury) A1moiph1ricd!Jxlsition l.l lmi les fohRiver l 100! L fish&Wildlifo ltsmre ALOJ l6010l-020l-101 FlyCreet R Mobile Bald"in S"imming Mogens~.coll) ras1uregrazing JJl mill! IO fect above MSL I 10li L Filh&Wik!IJfo !~source 5 Figure 4 RA Districts in Fairhope reflect no agricultural districts in Fly Creek or Turkey Branch City of Fairhope Agriculture Districts within Major Watersheds Mobile Bay Cu rrent a1 or: 11120/2020 0 2 Miles --Street Agriculture District -Water D eity limit □watershed Baldwin County 4 6 Figure 5 Fairhope Watershed Map, November 2020 The aquatic resources of the Fairhope Region, including Mobile Bay, Cowpen Creek, Fly Creek and Rock Creek are essential to the area’s economy and the attractiveness of the community to both residents and visitors. Preserving these resources and keeping them healthy is of prima ry interest to the community and to area leaders. City of Fairhope Major Watersheds ,:- -1 Mobile Bay --0 0 .5 1 2 3 Miles --Street -Water LJ City limit O watershed Baldwin County \\ 7 2.0 STORMWATER MANAGEMEN T PROGRAM PLAN (SWMPP) REQUIREMENTS 2.1 Listed Requirements As part of the MS4 Phase II requirements, the City of Fairhope must develop, implement and enforce a SWM PP w hich shall include controls necessary to reduce the discharge of pollutants from its MS4 consistent with Section 402(p)(3)(B) of the Clean Water Act and 4 0 CFR Parts 122.30 -122.37. These requirements shall be met by the development and implementation of a SWMPP which addresses the best management practices (BMPs), control t echniques and systems, design and engineering methods , public participation and education, monitoring and other appropriate provisions designed to reduce the discharge of pollutants from the MS4 to the maximum extent practicable. The SWMP P shall include: 1. Map of the City of Fairhope MS4 program area and outfalls 2. BMPs that will be implemented for each minimum control measure, as listed below, and shall consider LID/ Green Infrastructure where feasible 3. Measurable Goals f or each minimum control measure 4. Proposed schedule to implement minimum control measures 5. List of person / persons responsible for coordination of each BMP / measurable goals The SWMP P shall address these Minimum Control Measures: 1. Public Education and Public Involvement on Storm Water Impacts 2. Illicit Discharge Detection and Elimination (IDDE) 3. Construction Site Storm Water Runoff Control 4. Post Construction Storm Water Management in New Development and Redevelopment 5. Pollution Prevention / Good Housekeeping fo r Municipal Operations Figure 6 Rock Cre ek streambank stabilization project, Rock Cr eek Pa rkway, November 2019 8 Figure 7 City o f Fairhope Major Outfalls (Source: Planning and Zoning GIS Jan. 2020) 9 The Minimum Control Measures w ith Measurable Goals for 20 2 1 : 1. Public Education and Public Involvement on Storm Water Impacts (5) a. Stormwater Education / Seminar for Planning and Zoning Dept. b. Stormwater Article on Social Media c. BMP Workshop for City Employees d. Public Educational / Input Meeting for Stormwater Issues e. SWMP P Public Review 2. Illicit Discharge Detection and Elimination (IDDE) (4) a. Stormwater Outfall Inventory Update b. Vid eo of Sewer Lines c. Public Works Illicit Discharge Detect ion Meeting d. Dry Weather Screening of Outfalls / Outfall Assessment 3. Construction Site Storm Water Runoff Control (3) a. QCI Recertification of Code Enforcement Officers (2) (Planning & Zoning) b. QCI Recertification for Building Inspectors (5) (Building Department) c. QCI Certification – initial certification for (1) Right of Way Inspector (Building Dept.) 4. Post Construction Storm Water Management in New D evelopment and Redev elopment (2) a. Community Hands-on Ev ent for Stormwater Education (Earth Day Watershed Booth) b. Creek/Shoreline Assessment of MS4 area v ia Kayak 5. Pollution Prevention / Good Housekeeping for Municipal Operations (5) a. Go od Housekeeping / Pollution Prevention Memo to all departments b. Dry Weather Screening of Public Works Facility c. Recertification of Commercial Pesticide Applicator: Public Works d. Recertification of Commercial Pesticide Applicator: Golf Course Figure 8 Fly Creek at Mo bi le Ba y : Fairhope Yacht Club on left; Fly Creek Marina on ri ght. 10 2.2 SWMPP Management The City of Fairhope Planning and Zoning Department will serve as the lead coordinator of the MS4 Storm Water Management Plan. Several departments within the City will hav e a role in Fairhope’s MS4 SWMP P : Planning and Zonin g; Building; Public Works; Utilities (Gas/Water & Sewer/Electric); Recreation and Parks; Fairhope Docks, Quail Creek Golf Course Management and Community Dev elopment. A general contact number for everyon e is: 251-928-8003. CITY OF FAIRHOPE November 2020 CITY COUNCIL CITY ATTORNEY MAYOR CITY JUDGE HAVMES SNEDEKE.R MARCUS MCDOWEU SHERRY SULLNAN KEVtHl!IOONE COREY MARTIN JACKBllRREU. ECUTM FINANCE TREASURY PLANNING SSISTAHT DEPARTMENT DEPARTMENT MAYOR'S OFFICE DIRECTott TREASUR£R PlANNl<l DEPARTMENT CITY ACCOUNTANT TREASURY ASSISTANTS COOE ENfORCEMEKT BUILDING ECONOMIC& PUBLIC SAFETY PARKS& RECS PUBLIC WORKS UTILITIES INfORMATION HUMAN CITY DEPARTMENT COMMUNITY TECHNOLOGY RESOURCES CLERK POUCE DEPARTJIENT DIRECTOR l)Lq£CT0R OPERA TJlN DIRECTOR DIRECTOR MANAGER DIRECTOR 8UILOINO DEVELOPMENT -MAYOR INSPECTORS DIRECTOR OF ECONOMIC CHEF OF POUCE OUA!l. CREE.C DOLF PAO ASStSTANT PUBUC SUPERINfENDENl, OAS & COMt.lUNJTY WORKS DIU:CTOR DEPAR™ENT DEVELOPMENT LEUTENANT • PURCHASING MANAGER DFFIC:lRS INVES'OOATlONS GOLF GROUNDS SUPERVISOR SUPERVISOR, SA~ITAllON ANO REC'rCLE ASSfSTANT GAS PURCHAS~ CURIIS TOURISM & EVENT UEUlENAHT • MANAGER, FAIRHOPE DOCKS A DEPARM!<T COORmNATOR PATROL SUPERV\SOR, HORTlCULT\JRt: SUPERM~~T REVEl<UE MA1'AOER MARINA DEPARTMENT SUPERINTENOENl; ElECTR1C LIEUTEf<ANT• WSE\JMDIRECTOR. CORRECTIONS OE:PARTWNT FAIRHOPE MUiEU~ Of TENMS PRO, MIKE FCROTENHIS SUPERVISOR, STREfTS HISTORY FIRECHIEF CENTER AT FAIRHOflE CONSTRUCTION, FACIUTY & ASSISTANT ELECTRtC STIMPSON PARK PROPERlY MAWTENANCE DEPARTMENT ANIMAL CONTROL OEPARTMEHT SUPERl'flVfDENT SENIOR SERVICES MA~Gt'R. ~IX CENTER FAIRHOPE REC CENTER SUPERl~DENT. WATER SUPERVISOR. A.EET & & WASTEWATER MEOiANIC DEPARTMaill DEPARTMENT RENTAL FACR.ITV MANAOER, CIVIC CE~TER FIRE STATlON MAtHE~ANCE ASSISTANT WATER A DEPT & EMCRGENCY Wi\STEWATU DEPAR~T MANAGEMENT SUPERINTalDENT MAf<AGER. METER &UTIUTV Bil.UNO 11 Figure 9 "Ho w is Fa irhope addressing water quali ty and Mobile Bay?" https://www.fairhopeal.gov/community/faq/wa ter-quality Home Fa ceboo k You Tube Twi tter Contact Us FAIRHO~f. ,_ ntArJAlhA Sea rch ... Q Serv ices Governme nt Departments Commu ni ty Visiting News & Cale ndar HOW IS FAIRHOPE ADDRESS ING WATER QUALI TY AND MOB ILE BAY? Font Size: D a D Share & Bookma rk .. Feedback ~ Print What is the City's commitment to the health of Mobile Bay? The City of Fa irhope knows that our greatest asset is Mo bil e Ba y and the many streams an d creeks in ou r waters hed that feed it. We ta ke water qual ity very serious ly and are committed to a hea lthy Ba y in wh ich to safely rec reate and fish an d in wh ich our sea life ca n flour ish . We assu re our citizens that poor wate r qua lity read ings are not acceptab le and we must ta ke add itiona l actions th at he lp identify the sou rces of such read ings. What are sources of poor water quality? living in a beau tifu l and growing coasta l environment with some of the highest ra infall levels in the country comes with its cha llenges, and we are not alone in our constant battle to meet the challenge of assu ring water qua lity. San itary System overflows (55O s) can be one so urce of poor wate r qua lity, as are stormwater discharges fr om agri cu ltura l operations, construction of homes and businesses, fa iled septic systems and private sewer opera tions, boat waste, indu strial operations, lawn fert ilize rs, chemica ls an d even pet waste. Mob ile Bay is the repos itory of runoff from four states, so pinpo inting the source of water contaminat ion can be a difficu lt task. What has the City been doing? Water tests in Fa irhope are conducted by regu latory agencies , includ ing the Alabama Department of Environm ental Managemen t [AD EM) and the Alabama Department of Pub lic Hea lth [ADP H). In add ition , the City of Fa irhope has been vo luntar ily engaged with Mo bile Baykeeper to perform wate r quality tests at sites on Fly Creek . Mob ile Baykeeper also reg ularly tests sites in known swimm ing areas along Mobile Bay, and has reported resu lts of bacterial conta mination that exceed th e EPA recommended wate r qu ality standa rds for swimm ing. This is not acceptable for us; ne ither sho uld it be for the citizens of Fairho pe. Consequently, Pub lic Utilities Director Richa rd Peterson is focused on additiona l activities within the City's purview, to advance a plan of action. over the past 20 months, the City has been hard at work to identify and add ress wa ter qua lity concerns. 12 2.3 SWMPP – Watersheds of Fairhope The City of Fairhope uses a watershed-based approach to storm water management. The MS4 area limits (also the annexed City limits) encompasses 12 watersheds, and approximately 15 square miles. City of Fairhope MS4 area limit watersheds acreage: a. Red Gulley 63 b. Rock Creek 748 c. Fly Creek 1511 d. Volanta 390 e. Big Mouth Gulley 522 f. Stack Gulley 394 g. Tatumville Gulley 618 h. Point Clear Creek 704 i. Turkey Branch* 91 j. Waterhole Branch* 814 k. Cowpen Creek * 3597 l. Pensacola Branch/Worm Branch * 152 TOTAL APPROXIMATE ACREAGE: 9,604 acres (15 SQUARE MILES) Source: Planning an d Zoning Department GIS / Planning Tech (CA) 11/16/2020 *These watersheds drain to Fish River and ultimately, Weeks Bay, an Outstanding National Resource Water (ONRW). While all of these watersheds ultimately drain to Mobile Bay, th e watersheds located on the East side of U. S. Highway 98 generally drain to Fish River before final discharge into Mobile Bay. The watersheds that drain into Fish River are: Turkey Branch, Waterhole Branch, Cowpen Creek and Pensacola/Worm Branch. The watersheds draining east to Fish River are considered Priority Construction Site areas, because of the ultimate outfall into Weeks Bay, an Outstanding National Resource Water. Figure 10 Fly Creek at Mobile Bay (dredging project) 2019 13 3.0 MINIMUM CONTROL MEASURE#1: PUBLIC E DUCATION AND PUBLIC INVOLVEMENT ON STORM WATER IMPACTS ➢ Requirements: The City of Fairhope must develop and implement a public education and outreach program to inform the community about the impacts of sto rm water discharges on water bodies and the steps that the public can take to reduce pollutants in storm water runof f to the maximum extent practicable. The City of Fairhope shall also comply, at a minimum, with applicable State and local public notice req uirements when implementing a public involvement/participation program. SWMPP must include public input method for S WMPP review and must list target pollutants and target audiences; SWMPP must address the reduction of litter, floatables and debris from the MS4 area; SWMPP must show methodology for informing and involving individuals, land use planners, engineers, businesses and property managers in storm water pollution prevention. More information on this requirement can be found in the general permit. ➢ R esponsible Persons: Planning and Zoning Manager; Building Department; Public Works Director; Special Events Coordinator; Community Development Manager ➢ Rationale Statement: The City of Fairhope supports the Fairhope Environmental Advisory Board (FEAB), which currently has eight (8) members as of 11 /1 7/2020. This Advisory Board provides a public forum for local environmental discussions and educational outreach, with storm w ater being a major topic of interest. The City of Fairhope also works collectively with n eighboring municipalities (City of Daphne and City of Spanish Fort), Baldwin County, AL-DOT and non-profit agencies to create and provide educational materials to the public on storm water issues. Additionally, hands-on events as Earth Day (in Fairhope) show our communities how to recognize stormwater as a resource and not (always) a liability The City of Fairhope also shares stormwater alliances / partnerships with: a. The Coastal Alabama Storm Water Team (CAST) which is currently meeting virtually on-line. Planning and Zoning Department represents for this meeting. b. Weeks Bay Watershed Implementation Team (WBWIT) which meets virtually online quarterly. Planning and Zoning Department represents for this meeting. c. Create a Clean Water Future partners d. Eastern Shore MS4 partners with Daphne, Spanish Fort, Baldwin County and AL- DOT The City of Fairhope sponsors several community environmental education events each year: 1. Coastal Clean U p (Public Works) 2. Mobile Area Earth Day (Public Works, P lanning and Zoning) 3. Arbor Day (Public Works) 4. America Recy cles Day (Public Works) The City of Fairhope supports our local schools by prov idin g staff as volunteers for: 1. The Baldwin County Water Festival (Planning and Zoning Department) 2. Master Environmental Educator Program (Planning and Zoning Dept.) The City of Fairhope supports public access to volunteer water testing results by posting a link to Alabama Water Watch on the City website. In 2020, two city staff were trained for bacteriological tes ting. Alabama Water Watch is a volunteer water testing program, 14 overseen by Weeks Bay N ational Estuary Research Reserve. The Alabama Water Watch program currently provides volunteer water testing at three locations w ithin Fairhope monthly . In support of the AWW program and local w ater testing, the Planning and Zoning Department has spearheaded upcoming water monitoring by certifying staff (two city em ployees) to conduct bacterial water testing beginning in 2021. Supplies and monitoring applications have been secured in 2020. Target areas initially will be three sampling sites on Fly Creek. Bacterial (pathogen) testing is for E. coli which is an indicator for the presence of pathogens (human sew er or animal waste). ADEM’s water quality testing (prompting swim advisories) is posted at areas of swimming activity. Figure 11 Fairhope Bacterial Wate r Sampl ing L ocations, 2021 CITY OF FA IRHO PE FLY CR EEK WATER SAM PUNG LOCA ONS AS OF AUGUST 2020 •BAC TER IOLOG ICAL ONLY° 15 The City of Fairhope offers opportunities for public review, involvement and participation in the City of Fairhope Storm Water Management Program (SWMP P). The current SWMPP and the MS4 Annual Report are posted on the City website: www.fairhopeal.gov/departments/plannin g-and-zoning/publications- and-forms. The Planning Commission, a group of app ointed volunteers who offer insight and approval on Planning and Zoning Department procedures and policies , meets monthly at City Hall. The meeting is open to the public. The Planning Commission provides annual review board for the SWMP P. The Planning and Zoning Department is responsible f or coordination of these efforts The City of Fairhope adheres to State and local public notice requirements for p ublic meetings. Citizen Complaints / Comments: The City of Fairhope receives complaints an d commen ts f rom citizens by having a General Contact number listed on the City of Fairhope website. This includes storm water, illicit discharge and construction site violation complaints. The number (251) 928 -8003 is available 24 hours per day and is directed to the Police Department af ter hours. Additionally, citizens can enter and track complaints (“service requests”) on line: Figure 12 Citizen co mplaint entry and tracking, www.fairhopeal.gov V1s1ting News & Calendar SERVICE REQUEST FootS :e D e D Shar; & Bookwr-< .. ~ • f!. In the event of an emergency, utility outage or any other situation that may require i mmediate attention , please call 251 -928-8003 or 251-928-2385 . Please click on t he categories and topics below to find information about common problems. If you do not find the answer to your issue, please log in or register to make a new service request. + Animal Services + Building, Planning and Zoning + Code Enforcement + General Suggestion/Comment + Other +fHki.ng~ + ~p...fi.t!2..!'.l ♦ ~ + f.Y..!ilic .... ~fil~..tY.CTraffic issues + ~ + Sidewalk RepAi.r + Streets + Ir.filfis.~gns and Sig!lfil + Utilities Login Log In to make/track service requests, er ~g~ for a new account. Email Password mm 0 Keep me logged in for two weeks or Log In With m Google IJ Facebook 16 Target audience for the City educational mechanisms are: 1. Citizens 2. Contractors 3. Landscapers 4. Business owners / managers 5. Property owners 6. Develo pers 7. Subdivision Property Owner Associations 8. Environmental Groups 9. Educational Groups 10. City employ ees Pollutants of concern: 1. Sediment 2. Oil residue from parking lots 3. Pesticides, herbicides, fertilizers 4. Pathogens ➢ BMPs / Mechanisms used f or educatio nal outreach and Public Involvement: 1. Brochures / publications / media 2. Public Educational Meetings / Town Hall Meetings 3. City of Fairhope stormwater alliances 4. Cit y Website (www.fairhopeal.gov) 5. Existing Demonstration projects (Rain Garden, Wetland Pond) 6. Community Events 7. Employee Certifications and Training 8. City Erosion and Sediment Control Workshop 9. Pet waste bags available in City Parks 10. Create a Clean Water Future Campaign 11. Notifications for Public Meetings 12. Subdivision Property Ow ners Associations Contact List 13. City of Fairhope Planning Commission hearings 14. City of Fairhope Environmental Ad visory Board meetings 15. Sanitary Sewer Overflow Signage 17 PUBLIC EDUCATION AND INVOLVMENT ON STORM W ATER IMPACTS, cont. B MP # 1: Brochures / Publications / Media promoting green space and storm water management, available at City offices and/or on-line: 1. Greener by the Yard , pamphlet, Weeks Bay Watershed Project 2. Fairhope Gullies, brochure, joint effort of Mobile Bay National Es tuary Program, Fairhope Single Tax Corporation, and the City of Fairhope 3. Parks of Fairhope, brochure, joint eff ort of the Fairh ope Environmental Advisory Board and the City of Fairhope 4. Storm Water Manag ement, brochure created f or the City of Fairhope 5. Field Guide for Erosion and Sediment Control on Construction Sites in Alabama , booklet, by Alabama Soil and Water Conservation Committee 6. Facebook: City of Fairhope frequently uses Facebook to ad vertise events as well as new policies and procedures 7. What is a Phase II Small MS4? brochure compiled by the Eastern Shore MS4 Stormwater Education Outreach Team, available at the City of Fairhope P lanning and Zoning Department and Public Works 8. Understanding Your Stormwat er Management Progra m; this 5 -minute video, produced by and shared w ith the permission of the Mo bile Bay National Estuary Program, is an inf ormational source for elected officials, and the general public. It briefly explains the importance and requirements of our local MS4 program. Available on the City of Fairhope website: 9. Storm Drain Med allion Pro ject brochure dev eloped in 2018. Available in hard copy and on -line. Responsible Person(s) for brochures / publication / media placement: Planning and Zoning Department (Code Enforcement O fficer); Public Works Departmen t (Director); Community Development (Director) Figure 13 Storm Drain Medallions 18 Figure 14 Storm Drain Medallion Brochure ONLY RAIN GOES IN THE DRAIN/ l. Dv not pde. bk,w CH drscu,d or(Jumc wostl' Juch as lta~s or Qron clippings on or around srorm drains (Qr lnro street:.). Start a compost p1lt: mst,'Odl 1. Kt!t!P l)t!t wastt! our of storm drams: Os· pose of per wo.ste in the gorboge 1/ rmxt!d wrth cot ltltt!t. Flushmr, {into ta1kl not storm dram} rs acuptablt! ,f tht>N! 1s no J,u,_., wuste. J. Stabilt7t! bcrt! ar,os,lground in rht" yard rmmt-dKJtely (sow St..'C!d, odd sod or mulch with pmt! straw for exomp/t). St!dimt!nr and S.t!dimt!nt-staint!d (turbid/ discolortd} wartr art pofturanu. 4. Wash cors at rh, cnr wash or in your gross. Don't ufluwduiy/sudsy ,msc wott!r to t!n tn srrt!t>ts and storm drams. 5. Apply pcst,crdt..·s urid /trtJlizt•r-s o«ord1n9 to lo~I instructions. Mori! a not nttts• ,wrily~ttt!rl 6. Rttycll' painrs~ usl'd mo tor oil~ cooking oil and otht!r matt>r1nls.. For ,nn,-,. mfor• motion on Fur,hopt:'s Wustc Mono,;t.· ml!'nt pmqmms., indudmg r~eyc.ling and hous(:hold ho,a,dous waste~ t'oll Publ,c Works WO.Stl' ManOQl'ffll'nt (251) 990- 0192 or tns,r. www./u1rl1opt.'Ol.gov/,J£•pa1tm<.•flls/ publ1c-worts,lwmr,,.-mn1109,,.m,nr For more informotfon : Storm Droln M~o!flon Proj ~cr Cortrncr: Richard Johnson. Publk Works o;~cto, (2S1/ 928-8003 R,c:hord.JOhnwnl,>/01rhopcol.gov CMck out local Storm Waru Proj,l'cts and Pro- grom$.@: www.fuuhopt.:ol.r,,ov/d{:pu1tmt:nts/plo,mmg ond--zoning/publicntions-and-forms •C,ty of klllhop,: MS4 Program (Annual Rt-port and SWMPPJ •s t oun Sewer lnv~tltory & Mopp,r,g • FoirhQPI' Gullws • 1-a,rhope Nuturol Ht.'-SOUrtc.• fnvelltM>' 'llomt-OWMr GuIdt-to Dl'tt-ntion Pond Mainrtnonct" 'Crt-att-a Cit-an Watt-r rururt-Program About the Fairhope Storm Drain Medallion Proj ect Wha t is a IM1te~hed7 A war,,st,,d is ch, land In 1017, lhn City of Fiurh0pt1 -,cqu1rod 3 gi.a.nt wtueh lnduded arto rhar drarns ro a ltrtam. lakt-, rMr or boy. ffl'ltnttoon cf• p,oeram to p,omott 1.ntrused awaren•ss of loeal 1!0fTTl~'lttt standuds, ra!lhope ,com, drains ar• the g~l~dV lOOUf waterst.-d$ K-,,1.., •only rJuna in our ~torm In ffllrhope, nil wmnshMs flow mro Mobil,,. Bay. Of .-,m l•.-:h. to w•t•rshad p roc~n Si.nt• ,11 ol cur w•t•r,.J,,.d$ ~ H'\to Mobl le KIV1 ,torm dr•ln pc-ct.coon 1, of \'•lue to u, ~Ht A,.partol lh11ou1 ,e.11Ch~ogr;t1n,:.lormdi,.1inn'lt)d:dhom.o1,1t ~ 1mt•Hed dw01.1gh01.1t f11~. u • r•!Thnd•r to k.HP It Qean 1 If y~ w01,1 dn't dnnl: tt, ,11 fi,h lhoutdn't •ith•rl Fairhope Storm Drains A storm dratn II on op,rung In o curb or a gmt«I dmln fnttndttl to eo,xun ond rtltau ro~ wottt from Oty mtt-u and porl'Jn9 lots, Stormwiat('t po,ws thtou9h ao,m drtmt~ and olht., ~ S)/$ t<Tm A .,lgrmwatr, ('Orl'lt")'Oll(t> )Jr.,frm ton br ciny mt"Ofl$ fOI ttcrmwot.,, ml'nsportonon sudt as o rood sNl,t d1tth, a noturuf guJt,,, )ftf"Qm, t.t('('i;, ~0tdNtnNon/t<•IMlJl:>npot'ld Stormwtit r, 1-. not fiJtlYf'd o, lrt"Ott.-d thtouqh tb,_• C,ty o/ F01.,hop,- ~stt wour ttNltmlnt plonr W.t mun,c,poJ stwog,t and QttY wo rtr •. srorrn1,,ou, hos tM portn0ot ro ('Ony with It paltutonrs wrJ, as stdJ. ,nn,t, ehrmictn and J~hllrt!f ,t~iw and o,gumt: ww.11:' /910~ nnd ~! dtppmgs con doq drums t.md prr W'CJ",t(' ton contomn>tl:' dOM•n str,am or.as) Th,t City of FoJrhopt l!os about l.100 storm dtolm In tM Cny lrmlts nwu flow ,ico owr C.00 dtl/Mottd ourfol1 ortos (lndudmg lJ mo• JOI" MOC#t Boy OC/TfallSJ around rM Cny Srom,wot"'r in ~ ,s "'9ulot""1 by th"' Alabama 0-patftrl#nt cf CttWOtlrMntal Monago?mtnt (MS4 Proqram}. Tht! Wort~~ of Fn irhQ~ The-,,~ out J1 watcrsht.-ds ,n tht.• Oty hmits of fottholJ'!. AJI ul timartly rtltast mto Mobilt Doy. 1. Big Mouth Gully (500 ocr,,.s) l. Cowpen Creek (3,0SG acres) 3. f ly Crcd {1 ,310 oc,esl 4. s. Pomr Clear Creek (1 ,173 ncrts} 6. Rt!d Gum I Campbell Gully /54 ocr,s} 7. ROG< Cre,k (G78 acres} 8. Stoel Gully (397 acrts) 9. Tatum v,//t-Gully(617acrt-s} 10. Turkey Branch (88 acrn} l t. Volonro Gully (189 orrt>s} l2. Wat,,.rholt Branch (GOO oc"s} www.fairhopcal ,1ov STORM DRA IN MEDALLION PROJECT ., ~ www.e-lcanwatcrfuturc.com ~TEASHEOS N 19 PUBLIC E DUCATION AND INVOLVMENT ON STORM W ATER IMP ACTS, cont. B M P # 2: Public Educational Meetings: 1. Master Environmental Educator (MEE) – Planning and Zoning Department has (1) staff person (Code Enf orcement Of ficer) was trained and participated in this program. City of Fairhope has participated in this program since 2 017. Responsible Person: Planning and Zoning Department Code Enforcement Officer 2. Mobile Area Earth Day – City of Fairhope is a sponsor of this event y early and it is held at South Beach Park in Fairhope. Th e Planning and Zoning Department hosts an inf ormational booth here to showcase local watershed / stormwater information. The City of Fairhope Recycling Committee also has a booth. Additionally, Public Works hosts a recyclin g event here (usually e-waste or Household Hazardous Waste). Responsible Persons: Public Works Dept. Sanitation Officer / Planning and Zoning Dept. Code Enforcement Officers Figure 15 MEE informa tional brochure Volun teer Instructors travel th ro ug hout Ba ldwi n County to pub hc and private si;:hoots to present enviro nmenta l lessons for 2nd th rough 12th grades. MASTER ENVIRONMENTAL EDUCATION AQlM'c M.ltA1'N $pocks.: (&fl 121h D ) Tttfougi"'I ma ttSII or pt-.otcit. lh ~w d1st:u u the0l1Pii.alldffl0. Q!aqu-c.n.aunee,v.,e,t!& SI~ ftlA, "''' ~ a:hon,to ~ I~ ~:1 ar ~YIQI ~teJ. Sitdy.vcr ~ Hatur.at' (2111d~ ,g~I Sl ll!ll!U _,.l,j OIIO.tll •hV Itta pop ,~~an m ailar.:I rh1b a1&ftdnng..-cwnrwe1t,ou)dbl ' ~5 .... ktent;Jyl t'.tl INIIDI '"iii' ,,.as.su.ualao I t dtGt.)'i!lf'd.. '" tultr+TAI ~S(IUf'CW"' 10a>nserw ~ntl(r) Grawnltn-fff~lffllJw,1 tJ,lj ,2111 ~) e., 00fftv1n; • g."OtlrtdW_.... ,,...._ atudemsw• !we1 Ntrtrr ~ ~ lh,ouuh an unaervro.nt tquile r 1"' Ufll Gf cdoro.l<lyin l'itu:tent, tQ-1,1.au.ala ■ !he clpdh1h,011of1 ;roun:t~ rrw.u1.-1Pfaff1Spadt,t· (etrt-Ut11 q) Stu.1ants a:1tedertufy.,..,1 0( ffiHNe pal'tS, 0eflt1K11 fl'iY• io Zll"'ffl hr .qn.ltO ref dl"l'e,r@11ti!fl !)ff notuc ard"T,_ ~ rtonpotn.t S011,c-e i"t,lhlf.'On Vi1~1)lh ~•> 1 r.augh Ire e t1f t f90flpQtf,I so.ra, ,ncdtil.. stud&nlt •10 ct,lttln'9 h ..,_t:K r:Jv.,hl1 e<111 1,1ti~ Qi!Mitr S\Jchmll •IPdf&OA6 6').l'C,ts"n,n..cffpolthD'\ h .nettt i,4 ~~OU-1-xai W11et"$8n'Jp .'flKIICW'9 ~M,rp; {3td,12th ;118CMJ 51\.0ldS l11mnou1 da w:,!(d<f.$00i(ll :n !NI 'XIJ:1tras wot N 111 ~pQr...anf,9CI' .:)'ding .a nd 00n1 p0Mhg to 1.s,taltllll amcc,d af 111..ue h• hlnonl5 1hr, dl~u ~ e pit( UinO "°°'"~ -.:1 r«,Ell,IJiO .. l'W~ TheWDrwC,w;,e,: 12"'"1 ·3,0t, ) SlidttnU,•fltae a •rahnitr;,tm" ~ u,or. A~r:sttln.Qlt'fldet'nCft5111dofl ,ltJWt!Mllt,awek1ldal'II tlf W~rQ!'fflliffl •Wll!f l'IOk! l~Uiel tfld Ill") ~1"• fc:Qtl'oosh ip D!ffll>ttn kl1801 .,.tt, am, gfOll":r ~ P,ognm• •-oetol,.,-through Moy 20 P UBLIC EDUCATION AND INVOLVMENT ON STORM W ATER IMP AC TS, cont. BMP #3: Stormwater alliances: 1. Coastal Alabama Stormwater Team (CAST) – monthly virtual meeting; Hosted by Auburn Extension; Responsible person : Planning and Zoning Department Code Enf orcement Officer 2. Weeks Bay Watershed Implementation Team (WBWIT) – quarterly virtual meeting hosted by Weeks Bay Watershed Coordinator; Responsible Person: Planning and Zoning Department Code Enforcement Officer 3. Eastern Shore MS4 Partners (hosted by City of Daphne) with Daphne, Spanish Fort, Bald win County, AL-Dot; Responsible Person: Planning an d Zoning Department Code Enforcement Officer 4. Mobile Bay National Estuary Program / Clean Water Future program partnership; Responsible Person: Planning and Zoning Department Code Enforcement Officer BMP # 4: City Website (www.fairhopeal.gov) has informative links for: 1. Alabama Water Watch 2. ADEM Water Quality Testing 3. Create a Clean Water Future link 4. Rain Garden @ City Hall 5. Waste Management 6. MS4 Annual Report and SWMPP 7. Zoning Ordinance / Subdivision Regulations 8. “Understanding Your Storm Water Management Program” 5 minute video shared with permission of the Mobile Bay N EP. 9. Municipal Code of Ordinances (www.fairhopeal.gov/d epartments/building/building-codes) a. Erosion and Sediment Control Ordinance (#1398; #1603 ) b. Red Soils Ordin ance (# 1423) c. Wetlands Ordinance (#1370) d. Construction Site Waste Ordinance (#9 58) e. Illicit Discharge Ordinance (#1516) 10. Watershed Management Reports: a. Fly Creek Watershed Restoration Project (2013 ) b. Volanta Gully Watershed Management Plan (2012) Responsible Person(s) for City website informative links: Planning and Zoning Department (Code Enforcement Off icer); Community Development (Director) 21 BMP # 5: Existing Demonstration projects provide educational signage: 1. Wetland Pond @ North Beach Park – this sim ulated Wetland P ond was created in 2002, to reduce pathogens entering Mobile Bay, from duck pond w ater runoff . The pond features native plants and is a joint project from the MBNEP and City of Fairhope. 2. Rain Garden @ City Hall – this 480 square f oot rain garden was installed by City employees in 2003 to treat run off from 2,60 0 square feet of asphalt from the City Hall parking lot. It is maintained monthly. Details of this project are available on the City of Fairhope website (www.fairhopeal.gov) Responsible Person(s) for Existing Demonstration Projects: Public Works (Director) BMP # 6: Comm unity Events: 1. Mobile Area Earth Day (South Beach P ark in Fairhope). Public Works offers E-waste recycling at this event in April. Earth Day was cancelled in April 2020 due to the COVID pandemic. 2. Coastal Clean Up (beachfron t parks). Th is event, held in September, is advertised and recapped on Facebook and other media sources. City provides garbage pickup for this event. Coastal Clean Up w as cancelled in September 2020 because of the COVID pandemic 3. Arbor Day (Coastal Community College) - City giv es away approximately 1,000 trees yearly each February at this ev ent, hosted by the City of Fairhope. 4. America Recycles Day – Free Am nesty Day recycling drop off of electronics and paper shredding at Public Works, on or about on November 15th, annually . Prescription drug drop off is accepted on the same day (drop off at the Police Department). 5. Water Festivals – City of Fairhope supports area schools by offering staff volu nteers at water festivals, such as the Baldwin County Water Festival Responsible Person(s) for Community Events: P ublic Works (Director); Special Events Coordinator; Planning and Zoning Department (Water Festiv al) 22 P UBLIC E DUCATION AND INVOLVMENT ON STORM WATER IMPACTS, cont. BMP # 7: Employee Certifications : 1. The City of Fairhope currently has (2) licensed Commercial Pesticide Applicators, w ho are licensed by the State of Alabama Department of Agriculture and I ndustries Pesticides Applicators Certification program. Th e Parks and Recreation Director also held a certification but retired in October 2019. The recently appointed Parks and Recreation Director will obtain certification in 202 0. This 3-year certification aids in pollution prevention by guiding applicators on correct application techniques, which discourages overuse or misuse of pesticides/herbicides (Responsible Person: Public Works Director) a. Landscape Supervisor, Certification # 57 285 b. Golf Course Grounds Supervisor, Certification # 13550 c. Parks and Recreation Director, Certification # 2004 867 2. Qualified Credentialed Inspector (QCI) program educates inspectors on co rrect erosion and sediment control applications and installation techniques. N ew inspectors hired in 2019 will acquire QCI training within 12 months: -QCI Yearly recertification required: Responsible Person: Building Official; Planning and Zoning Code Enforcement Officer/ Building Official a. P&Z Code Enforcement Of ficer (Burmeister), Certification # 257 12 b. P&Z Code Enforcement Officer (LeJeune), Certification # 81295 c. New Building Inspector #1 (Nixon): #T6435 d. New Building Inspector # 2 (Morris): #T6419 e. Building Inspector #3 (Nelson): #68815 f. Building Inspector #4 (Taylor): #76249 g. Building Inspector #5 (Thomas): #T5330 3.Alabama Water Watch Volunteer Water Quality M onitoring certification for bacterial testing. City staff became certified in November 2019; secured supplies and confirmed testing locations in 2020 Responsible Person: Fairhope Docks Manager; Planning and Zoning Code Enf orcement Officer: a. Planning and Zoning Department (Code Enforcement O fficer. 1. Target area: Fly Creek @ Woodlands Lift Station; Fly Creek @ Retreat Apts. b. Fairhope Docks (Manager). Target area: Fairhope Docks, Fly Creek Figure 16 Alabama Water Watch guide to counting E. Coli Counting -Determining Results • Colon ies will begin to appear after 24 hours (optimal counting after 30 hours ). To count co lon ies on a pla te , put a white sheet of paper or a plate counting grid underneath Petri dish . • Count all blue-to-purp le co lonies on each plate as E. coli. Do not count colonies smaller than the period at the end of this sentence . • Count pin k-to-red colon ies as other Coliform . • Record the number of E. coli and other co liform on Bacteriological Data Form for each plate. 23 P UBLIC EDUCATION AND INVOLVMENT ON STORM WATER IMPACTS, cont. BMP #8: Employee Erosion and Sedimentation Wo rkshop The City of Fairhope Planning and Zoning Department hosts an employee Erosion and Sedimen tation Wo rkshop annually at City facilities. The purpose of this 1.5 hour workshop is to train existing employees (and inform new employees) of the Construction Site Storm Water Runoff Control standards required by the City of Fairhope. State and Fed eral regulations are also reviewed. Emphasis is placed on right of way and utility w ork, as well as other planned and emergency projects, as they may be applicable to the diff erent City of Fairhope departments. City staff reviews City of Fairhope regulations and ordin ances regarding storm water standards, which apply to contractors, developers, landowners and City projects. Each dep artment within the City sends employees such as crew leaders, assistant supervisors and/or superv isors. Responsible Person(s) for the Employee Erosion and Sediment Control Workshop: Planning and Zoning Department (Code Enforcement Off icer); Public Works Department (Director); Building Department (Building Official) Figure 17 BMP Workshop for City E mployees November 2020 24 PUBLIC EDUCATION AND INVOLVMENT ON STORM WATER IMPACTS, cont. BMP # 9: Pet Waste Bags in City Parks Pet waste bag dispensers are available in City parks (along the Bay and at the Dog Park). Pet waste bags are available free to the public and encourage removal of pet waste from public areas. The Animal Con trol Officer is responsible f or keeping pet waste bag dispensers full, and f or enforcement of City Ordinance #988, which requires ow ners to clean up after their pets on public property. This helps keep pet waste out of storm drains and area w aters. Responsible Person(s): Police Department (Animal Control Officer) BMP# 10: Create a Clean Water Future Campaign The City of Fairhope adopted a resolu tion to accept this campaign in August 2014. This logo is being used on the City of Fairhope website and publications, as w ell as on over 100 City of Fairhope vehicles. The website (www.cleanwaterfuture.com) co ntains v aluable resources for City employees, res idents and educators to use in our community. Responsible P erson: Planning and Zoning Department (Code Enforcement) BMP #1 1: Notices for public meetings are: 1. Posted at City Hall and other City Off ices 2. Posted on the City of Fairhope website and on social media 3. Emailed to subdivision groups (POAs/HOAs) and the media Responsible Person(s): Planning and Zoning Department (Administrative Assistant); City Clerk BMP #1 2: S ubdivision Property Owners Assoc iations Contact List A current list of subdivision and property owner associations is kept updated to include email / phone number con tact information. This list is used as one form of notification for pub lic meetings, includin g Planning Commissio n meetings Responsible Person(s): Plan ning and Zoning Department (Administrative Assistant) 25 PUBLIC EDUCATION AN D INVOLVMENT ON STORM WATER IMPACTS, cont. B M P #13: City of Fairhope Planning Commission The Fairhope Planning Commission meet ing is a monthly meeting (first Monday of each month at 5 p.m.). It is held at the Fairhope City Hall and is open to the public. The objective and purpose of the Fairhope Planning Commission is to promote the health, safety, morals and general welfare of present and f uture residents of Fairhope and to bring about the coord inated and eff icient development of the City. The Planning Commis sion evaluates planning and growth issues and makes recommendations to the City Council regarding comprehensive plan updates , zonin g ordinance amendments, re-zonings and site plan reviews. S torm w ater standards are a component of th e development review process. The Planning Commission also serves as the annual review board for the Fairhope Storm Water Management Plan (SWM P P). Responsible Person(s): Planning and Zoning Department (Director) BMP #14: Fairhope Environmental Advisory Board (FEAB) The City of Fairhope (v ia Planning and Zoning Department support) facilitates and takes minutes at this monthly volunteer meetings, which focuses on en vironmental issues. This advisory committee currently has eight (8) active members. The FEAB makes recommendatio ns to City leaders and offers a third- party ev aluation of City proced ures and regulations. A frequent topic of the meeting is stormwater management. Responsible Person: Planning and Zoning Department (Code Enforcement Officer) B MP# 15: Sanitary Sewer Overflow On-Site Signage Signs are added as soon as a spill is discovered. Responsible Person: Water and Sewer Director Figure 18 Example of signage used to no tify the public of areas of sewer overflows 26 PUBLIC EDUCATION AND INVOLVMENT ON STORM WATER IMPACTS, cont. ➢ Measurabl e Go als One Year Goals: 1. Storm Water Education / Seminar Responsible Department: Planning and Zoning Department (Director) Goal: At least one staff shall member attend one storm water related workshop, conf erence or seminar annually Due: December 2021 2. Storm Water Article on Social Media (Facebook) R e sponsible Department: Community Development (Director) Goal: Ensure there is at least one storm water related article on Facebook per year Due : December 2021 3. Erosion and Sediment Control (BMP) Workshop for City Employees R e sponsible Department: Planning and Zoning Department (Code Enforcement) Goal: Planning and Zoning along with the Building Department and Public Works Dept. hosts a 1 .5 hour w orkshop for City employees. BMP techniques and recent storm water projects are discussed as well as City, State and Federal regulatory information D u e : December 2021 4 . Public Educational / Input Meeting for Storm water Issues Responsible Department: Planning and Zoning Department (Planning and Zoning Department / Director) Go al: Facilitate at least one educational meeting per year (such as through FEAB and/or Planning Commission). Th is meeting will allow the public to offer input on the City of Fairhope’s storm water plans and policies. Due : December 2021 5. SWMPP Revi ew Responsible Departmen t: Planning and Zoning Department (Director) Goal: Facilitate review of stormwater management plan yearly, through public f orum such as Planning Commission and/or City Council. Send out notices acco rdingly. Due: December 20 21 27 4 .0 MINIMUM CONTROL MEASURE # 2: ILLICIT DISCHA RGE DETECTION AND ELIMINATION (IDDE) ➢ Requirements: Develop, implement and enforce a program to detect and eliminate illicit discharges into the regulated MS4; Develop a storm sewer map and update annually (to include locations of outfalls and structural BMPs); Effectively prohibit to the maximum extent practicable under State or local law through ordinance, or other regulatory mechanism, non -storm water dis charges into the MS4 and implement app ropriate enforcement procedures and actions; Develop and implement a plan to detect and addres s non-storm water discharges, including illegal dumping, to the system; develop and list in SWMPP ordinances to effectively prohibit non-storm w ater discharges to the MS4; implement a dry weather screening program designed to detect and address non-storm w ater discharges to the MS4 100% of all outfalls ev ery 5 years or about 20% per year; priority areas as outlined in the SWMPP (currently set at about 25% per year since this must be “more frequen t” than non-priority outfalls), listing outfalls screened; procedures f or tracing source of suspect illicit discharges; procedures for eliminating an illicit discharge; pro cedures f or notifying ADEM of illicit discharges; mechanism for the public to report illicit discharges; training program for staff ; update MS4 map annually; document illicit discharge complaints and action taken. More inf ormation on these requirements can be found in the general permit. ➢ Responsible Persons: Planning and Zoning Department; Public Works; Building Department; Water and Sewer Department, Volunteer Fire Department, Public Works Department; Water and Sewer Director; Community Development Director ➢ R ationale St atement: Illicit discharges are generally any discharge into a storm drain system that is not composed entirely of storm water. The City of Fairhope has an IDDE program, which is based on enforcement of our Illicit Discharge Ordinance (Ordinance # 1 516). The Illicit Discharge ordinance was amended in 2014 to emphasize regulation and enforcement on all pro perty owners, not just “facilities”. A written Standard Operating Procedure (SOP) has been developed for illicit discharge detect ion and elimin ation. Figure 19 Staining in front of storm drain indicates illicit discharge , So ng Gro ve subdivision, Aug ust 2020 28 ILLICIT DISCHARGE DETECTION AND ELIMINATION (IDDE), CONT. The City of Fairhope Illicit Disch arge ordinance states: (a) It shall be unlawful for any person, firm, or corporation to discharge a pollutant into the City of Fairhope's Municipal Separate Storm Sewer Sy stem (stormwater system) in the City of Fairhope P olice Jurisdiction that will have a deleterious impact on the environment. Any pollutant, ass ociated with an industrial or co mmercial activity that is covered by the National Pollutant Discharge Elimination System as dictated by 40 CFR 122.26, can be discharged to the city stormwater system only if the discharge is co v ered by, an N PDES permit for stormwater. (b) Where an illicit discharge is reasonably believed by the city to be originating from private or public property, structure, or other facility, it shall be the right of the city to designate employees , bearing proper credentials and identification, to enter property or facility grounds for the purpose of inspection, observation, measurement, sampling and testing in accordance with this article. (c) Authority is hereby granted to the city by and through its duly designated enf orcement officers to halt any discharge from priv ate or public property, structure, or other facility that is reasonably believed by the city to be potentially harmful to human health or the en vironment. (d) All costs incurred by the city in association w ith the ceasing of a potentially harmful discharge will be reimbursed by the property owner of the discharging property, structure, or f acility. The city may charge the cost against the subject land as a municipal lien, charges to be recovered in a suit at law against the owner. (e) The penalty for violation of any provision of this ordinance shall be as specified f or general penalty in section 1-8 of the Code of Ordinances of the City of Fairhope. 29 ILLI CIT DISCHA RGE DETECTION AND ELIMINATION (IDDE), CONT. Procedures for tracing and removing the source of the illicit discharge are written into the ordinance, as well as the City of Fairhope Standard Operation Procedure for Illicit Discharge. This SOP was updated in November 2018 to reflect the Water and Sewer Department capability to video up to 500’ of sewer line. Figure 20 SOP for Illicit Discharges, pg. 1 Badq:rouml and Intrododion Plat1n ng Departm em: Hli crt tlischa rge Standard Op eratfng f oce cl~ re tso P) (Ory Wea her-5'cre.e nlhg / Field Asse.5sments1 Dry w eal:lrer scce,e.ning and .field a s'S essmenis ofstomi w ate1infrastmcture is ai key• element to proper Illicit Discllarge D ere ction ;md Elitn:inatfon. Ann\i.a.l dry v.:eather scr.eetltllg is a requlfemelit of the 'Ctty'~ NPDES storm water peon.it = AI.RO.W O.tO_ 'fh,i, City" s P laruwi_g Departmem, :tll conjuneuon with il1f Pnbli,: Worh Deparlment, conducts annual dry iveath.er screening·of 1.0 to 25-% ofatl outf.!i.lh-M111ually ~ ti sted m th.e. Storm. Wate, Outfull Imreotoiry_ Adciili.onally, the Pub.Ii.: Wo.ck3 Department (Street Di,rilion) ot•ern.ees :m.n1u~anc:e :atld year arow:1d _g,e11.eral field asseS3ments o-fCity t ighi of way and ~t= \1/~.r w:fras~. during !'o utine job duties . Additionally, the ?Janning Depart:metrt investigates .and isro.~ enforeemem o n geni?ralTilicn D ischarge eomp1ai!lts, cmch as commercial I iuidentia1 riru:ing and.:rnn o f'!; and comtructicn ~,te nnsing :ind run mf_ The F aiihope V ohmtary Fire· Department responds b md ,i, r~spons1bie ftrrfoJ!ov,r up on 911 based Illicit D isdll!lge;; (such as chemical / ~1 spills). The E.ndtope 7o'.luniary File Department i:s re:spo!].sible fo r contac;ting the Emer,genc;y Management A_genc y en 9 11 -hneci. comp!~. -Genuai Conupts City oifF.uihope P ub'b c \1., orb Department § comumousiy mamtamw! and observing City n:ght ,ofw a .and storni w~ter w.fraruuc;tiJre through.:rooti:m . ffo1d ;i;;s;e,ssmeuts (dunng and after st~rufical'.11 £.aJ:11 e,·enis }, The Planning_ Dep.artmeut,. in coordination w ith the PubLc Works Department, concb:ic~ a dcaumen~d .mnual ""Dry-iV e.nh.er Screening" of outfiils wi.trn.n the City ,gfFan-'bope , ts jum.di~on. Too screenmg u, docnmenti::d m the lsifS4 -'illllllfil Report. Firld Assessments /Dry "\\feather Screening lfa potent:i a1 illicit.d isch arg e is oe~cted durin!;! a :field asses..ment:, the Pnbik Worb rupen :t!Qr 111 chMge ..:,il! notiir 1:lte P.J=n:iug: Dep.lIIIil e,nt to >J alidate the. illi cit d:ischarg e. The P lannin~ Department Code Enforcement Offic e:i; will fben .follov.· protocol luted in the flow chart att.a.ched for D n, Weather Sc:i-eerung. If a potent:iaJ. illicit disch arg~ is a.erected. dnrif!g a dry w eather .sc1eening, protoc.o i wiil be followed according to the flo w chart;, ,attm:'hoo. for Dry ·weather Scree,:rung, Drv Weathet' Screenin;: is condur.te.tl b v Ci:h' Staff{Publii: '\\-erks Deparon~m and Plaiim111:-and Zonini: Dq11uonent)-at .?0% of non-priarity outfaJis .:1nd 15% of prlorih-out[11lls annnaJh-. Sche.onle ~ listed irt the current Storm.\\ ater 1Vfa:uagemen:t Program Pfan. Priority outfalb are thos e w.fm:h u1timate1y dram to, W eeks B-ay , an Ouutan:ding Natmaal Resoll:l"ce W ater. Thf; City o fFai.4iope has o,er 1530 out.fa.Us mi r er ili.e St e,mi W ater Outfall in ·en:tD1)• (2012) wbicli is updated annnaJ:ly_ 30 Repm1ini: The P lanning Department Code Enforcement Offic-er wil l ensw-e proper notification o f other Girty Dep artments and environmental agencies (by email, telephone o r mail}. Non-compliant si.tes w ill be handl ed acco rding to the SOP for Non-com pliant Site Reporting Procedures _ A ll enforcement ac i.on such as Municipal Offense Ti.c kets and Court Summons are authoriz&:I by the P lanning Director b efore iss111anc e _ Site futsp«tion Upon a oompfaint or suspected illicit di scharg,e, the Plannmg Department God e Enforc,emen.t Officers perform site inspections to val idate or dismiss the potential illicit di.scb&-ge _ If n is necessary to look up i nto a st orm d rain pipe the City ofFairhope Water and Sew er Department will be calle d upon to assist The \Vater and Se\v er Department ow ns a sewer camera w hich is used to look up into pipes_ up t o 50 0 ' _ Beyond 500 ', fue City of F airhope can us.e an oubde contractor for videoing beyond SO O' of storm p ipe or sewer line_ If ne.c ess.ary, Fire Department w ould b e disp at c:he d to pro ri de haz-mat preparation and fac ilitat e d ean-up,, wwch w ould initiat e a 91 1-bas.ed re sponse _ Other\v i se, the Planning Department r,ep orts any w at er bo dy or critical area impa ct to the appropri ate StateJFeileral agency (ADEM/ USCOE}. Saw.p lini: If a general il licit discb&-ge is observed, and the nature o f the d ischarge is not kno \vn , the City o f Fairhope Planning Department w ill engage a testing laboratory t o perfonn testing_ Enforcement & F,oHow ~n p If fue r ep o rt is validated, the Planrung Department Gode Enforcement Officer w il] contact the responsible party and take all necies.sary steps (appro ·ed by Planning Director) needed to stop the illic it disch arge which may in.elude any and all actions documented i.n. the City 's Illicit D isc:harge Ordinance _ Corrective ac tion. may also include d ispatch of the C:i.ty o f Fairhope Street Sw eeper for dean up on City prope,rty and right of w ay, at. a $300 minimum charge to the r esponsible p arty. Enforcement action such as M unicipal Offense Ti ckets and/or Co1!1rt Summons mm t be authorize d by the Planning Director _ Discharges originating from other ar,ea,; ( outside the City o f F aifhope MS4) will be r,ep orted to fuat j uri.sdictio.nal autho rity_ Documenta:tion A ll obs.ervati ons and actions w ill be documented i.n a report w hich wiU b e tracked in the P lanning Department Code Enforcement Offic,er's datab a se and re p ortw to A.DEM in the City's Arum al MS4 Piha;e II Report. 31 ILLICIT DISCHARGE DETECTION AND ELIMINATION (IDDE), CONT. Figure 21 SOP for Illici t Discharges, pg. 2 Figure 22 SOP Flow Chart for Illic it Discharges CffYOF FA IRHOPE PLANN ING DEPART MUH DRY W EATHER SCREENING I ILLICIT DISCHARGE FLOW C HART PU.NNING I PUBLIC WOR KS CONDUCTS ANN UAL DRY lNEATH ER SCRE ENING OF All. OUTFAL LS AS PER SCHEDU LE LI ST E D IN THE S TORM WATER MAN AG EM ENT P ROGRAM PLAN. 100% OF 01.IfFA LLS A RE D RY WEATHER SCREENED EVER Y 5 YEA RS (20% Y EAR LY); PRIO RITY AREA O UTFALLS EVE RY FOU R YEARS (25% YEARLY ); AND RES POli DS TO GEN ER l\L I UCf r"DI SCHARG E COM PLAINTS (RESTA URANT I COMME RCIAL RI NSl ~G ACT IVITY , CONSTRUCT ION SITE RUN OFF. ETC.) THE FAIRH OPE VOLIJNT ARY FIRE DEP T. RES P ONDS TO 91 1 CALl.S FOR ILLICIT DISCf-lARGES, S UCH A S"A.J EL AND CHEM ICAL SPl Ll S. HE FOLLOWI NG PROTOCOL IS FOR NON-1l1 1 CA LlS ONlY: PLANNING DEPT . REPORTS VIOI..AT IONTO ADEM. AND OTHE R APPLICABLE AGENOES WH EN W ATER BODY OR C RI T ICAL AREA SUCH AS WEILAND HAS B E EN IMPACTED DURlNG A DRY WEATH E R ASSESSMENT, ANO /O R IN RESP ONSE TO GENERAL ILLI CIT DISCHARGE CO MPLAINTS (INCLUDI NG THOSE REPOR.T ED 8 Y PUBLIC WORKS FIELD ASS ESSP.IENT) WA TER QUALITY JS OBSERVED IF WATER IS TURBlD. OR IF THER E IS EVID EN ::E OF AN ILLI C IT DISCl,IA RGE . P LANNIN G OEPARTM ENTCODE 8'1FORO EMENT GFFIC ER FOL LOWS P ROCEDUR E B EL OW VI OLATION DETECT ED C ORR ECTIVE ACTION TAKEN: VIOLAT ION ::}()CUMENTED; OWNER CONTACTED ISSUE R ESOLVED; CONTACT FIRE DEPT IF NECES SARY lF CLEAN U P A SS IST ,!\NC E IS NEEDED ; IF DLSCHARGE fS ORl61NAT ING FROM OUTSI DE Fl;IRHOPE'S MS4 AREA, ISSUE IS REFERRED 0 A PP ROPRIATE JURISDICTIION \IIOI.ATION DETECTED ISSUE NOT RESOL VEO CITY MUNICIPAL OFFENSE TICKET (MOT) IS ISSUED WITH FINE OR COURT OORRECTIVE ACT10N TAKEN BY C:Jn' OR ORDERED BY COURT ; SEND DISCHARGE TO A TES TING LAB FO R ANALYSIS IF NOT IO-JOWNI CONTACT FIR E DEPT_ IF N ECESSARY ILLI CIT DISCHA RG E RESOLVED PLANN IN G DE PT. DOCUM ENTS All. ACT IONS TAKEN ANO RE PO RT S IN ANNUAL MS4 P HAS E II RE PORT NO VI OLATI Ol'INO ACTION TAKEN 32 I LLICIT DISCHA RGE DETECTIO N AND ELIMINATION (IDDE), CONT. The Planning and Zoning Department Code Enforcement Officer uses a monthly complaint log to track complaints and corrective action proced ures tak en. Tracking is done through Munis software. Smoke tests/v ideo in spections are periodically performed throughout the year by the Water and Sewer Department to help detect infiltration from faulty sewer lines. Building Inspectors ensure new dev elopment and redevelo pment activities are compliant upon each construction inspection. Areas zoned “M-1” (Light Industrial District) are considered an important area for I DDE monitoring. The general location of M -1 zoned areas: a. Airport (CR 32) b. Nichols Av enue/Middle Street @ S. Greeno Road c. South Section Street @ Pecan (City of Fairhope Public Works facility) Figure 23 Munis complaint reco rd example IJ> Home X ComplaintNiolation Entry -M ui x + ➔ 0 B https://munisap p.co fairhope.com /GasADProd/wa/r/mugwc/picompen Q. Til arows e + c!, X o ee:e 8 ~Textfl'e ~ l:!J wo,d @ :;, e~ I_ Audit Qu·ck Fird Vio ation Cl ose Iii" ' -~ G ..,t,-IIPDF (ll cma il ~ il;;Maplink• Ado C-ompl,f narn 311 Comm ent Sea rct· Ad d Vpd ate Prir: Exce l Attach ~0.ip cate Q. Preview CI Schedu e G A.em • Ma nta 'n Cooes f3 More .•. • Seara, Adens 0J.Pt.r. Ofke To~s Menu nspector omplainWiolation rea 1389 Source MANUAL ILLICIIDISCHARGEPICK 10S00 Planmng Department 10800 Planning Department Active Resolved ontacts Property [1fil 1--------5 [1fil KWB KIM BURMEISTER-- Seventy Comply Days Compl y By Area Comment Parcel 10 7 Parcel required 117434 Locatio{~--...;;;;===~1======== ... Record ID Locatio . f ~~ET [1fil Location desc PICKLES PAINTING . CONTRACTOR Munia palrty ~ FAIRHOPE Appli cation ref G'S Business ID Reported date/tm Compty by Created I by Compl ied Compli ance in ... KIM BURMEISTER comment '----,H,_AM,.-,~R~1c='K=1'=s~s~u =rn=w°"A'=R~N---INcc:Gc=;------ ~ Inspections I ~ DepVBoa rd Reviews I i. Text I ~ 311 Text II ~ Special Conditions l[fill'-_F .... i ___ nd'-'-'Re .... lc.•tcc.•dc.......n __ Fl .... m .... d .... c .... o .... m'-'p .... li.c.•n .... t_, 8285 ~et Change Prnlldry 33 All City outfalls identified in the Storm Water Outfall Inven tory are assessed at least once every 5 years. Priority construction area (drains to Weeks Bay) o utf alls are monitored more frequently (every 4 years). This means about 20% of non-priority outf alls and about 25% of priority outfalls are assessed yearly . The 5-year (2021-2025) monitoring schedule is in the Measurable Go als section below . Figure 24 Outfall Assessment 5-year Schedule for 2 021 Crty of Fairhope MS4 Outfall As s essm e nt Sched ule 2021 +Asper 201:2 Storm Sew e r (o utfall} l1wento ry incl uding yearl\• updates t Watershed Number of outfalls inventoried MS4 Mo,nitorini Requirement/ S vr-, ' Mooitorin.11: Schedule (20l0-2.024l Bi g Mout h Gulley 70 (i ncJud EE one Major O!Jtfa/1@ 202.3 Mobile Bay} c:,~-• a~~••· i!Very 5 y<;>a rs CoWpen eek~ 91 '2021 : f'g. l-SO 2022 : f'g. 91.-191 (or to endj Fre quency: Evesv 4 years Fly Cr eek• 04 (incl d es one Majo r Outfall @ 2023 Mobile&y) Pensacol_;, orm Branr_h • 14 2024 Po In Clear Cree k ~= l027 Red Gum 0 n/a Rock Qeek 10 3 (includes one Major Ovrfa I@ 202 Mobile 8-ay) Stack Eully 23 (includes s;x Major 01.itfol/s@ 2023 Mobile/say} J:U~Gull-,· 54 (i n eludes rhree Mofor Ou tfalts: @ 025 Mobile Bay} Turkey Br an 11 • 5 2024 Vol2nta 33 (ln c(u oes one MojorO tfa/1@ 1022 Mobile 8-ay) \Vaterhole Branci,• :8 2021 TOTA L AS OF l f/17 /202~ 650 OUTFAtl5 {INCLUOE'.S 13 MAJOR OUTFAU5 ALO N G BAY } •J>rtc r it y Construct ion Area (Drains to Wee ks Bay , a n ONR' V: Outstandin~ N ati o n al Resource Wi!ter l NOT E: HA O COPY DA TA.S HE ET AVAI LA B~ l f NNING DE "AR M!:NT OF CO PlEH STORM SEW ER INVEN-ORY .:o EACH our A L UST EO. Th i s is a MS4' requiceme nt (Mea su r abl e Go al / IODE section ). We must 11isu a lyi nspec t n-0 n-priority drains once eve ry 5 yea rs {pri o r ity a rea drai ns once every 4 y~rsi. Th is is wllat we h ave rnited i n the SWMPP 2020. rile program silo/I in clude at a mir.im uro, tt.e foli'o111ing : iii. A dry weatMr .scree i ng program designed ra oe ea and addre.<s non-srami ,va er ain:harg E·, to t . e M5 . rltis program must address, ar a mi nimum, dry wear her screening of fifteen p er cent (15 '5] of the outfalls o ,rce per year wit all /1 00'6) screened at l eas t o nce pe r five ye a rs Prio rity a~as, as descrioe d by t he Permittee ill the SWMPP, wi ll be dry wea tllerscree11e d 011 a more f req u ent sch edule as outlined in t he ~M PP lj any indicati on of a susa ecred •lliCJt disdiarge, fro , an unidentified so-urce, ,s observ€d during t e dry weather :;creemng, then tflE Perm itte e !/roll of/ow the scre e~; g protocol OE aut/med rrr: e :SWMPP. □ 34 ➢ BMPs / M echanisms used for IDDE program compliance: 1. Illicit Discharge Ordinance #15 16 2. Code Enforcement Officers (2) (Planning and Zoning Department) 3. Sanitation Officer (Public Works Department) 4. Residential Curbside Cooking Oil Recycling Program 5. Household Hazardous Waste drop off site for residents 6. Greener by the Yard pamphlet 7. Staff Meetings (Public Work s) 8. City of Fairhope Watershed M ap 9. Storm Water Outfall Inventory & Mapping 10. Vo lunteer Fire Department (Spills) 11. Create a Clean Water Future Campaign 12. Sewer Capacity Study 13. Vid eo of Sewer Lines to detect leaks 14. Survey 1-2-3 Application for Outfall Assessment BMP # 1: Illicit Discharge Ordinance – states “It shall be unlawf ul for any person, firm, or corporation to discharge a pollutan t into the City of Fairho pe's Mun icipal Separate Storm Sewer System (stormwater system) in the City of Fairhope Police Jurisdiction that w ill h a ve a deleteriou s im pact on the environment.”. Penalty for non-compliance: Up to $500 Responsible Person(s) for Illicit Discharge Ordinance: Planning and Zoning Department (Code Enforcement Officer); Public Works Department (Sanitation Officer); Building Department (Building Official) BMP # 2: Code Enforcement Officer (Plann ing and Zoning D epartment) The City of Fairhope employs two full time (2) Code Enf orcement Officers, in part, to investigate and issue corrective action on illicit discharge issues. Standard Operating Procedures (SOPs) for enforcement and tracking were developed in 2014 and is updated yearly if necessary. BMP # 3: Sanitation Office r (Publi c Works Department) Fairhope employ s a full time Sanitatio n Officer full time to manage the City waste management operations, and to enforce w aste management laws of the City. MP # 4: Cooking Oil Recyc ling: The City of Fairhope has a used cooking oil recycling pro gram for residents. Containers for cooking oil collection are available free upon request to residents. Residents may bring in used cooking oil for recy cling or may place the containers on the right of way f or cu rb side pickup. Restaurants are not allowed to dispose of oil within the City of Fairhope waste stream and must set up a cooking oil recy cling program. Sanitation and recycling crews (Public Works Department) are trained to report illegal dumping / rinsing activities, including inappropriate disposal of cooking oil. Res ponsible Person(s): Public Wo rks Dep artment (Sanitation Officer) 35 BMP # 5: Household Hazardous Waste: The City of Fairhope Public Works Department manages a household hazardous w aste (HHW) drop off site for residents, free of charge. The HHW drop off site is located at 555 South Section Street . Th is site en courages the correct disposal of paints, motor oil and other chemicals, as well as electronic waste, automobile batteries and tires. There is a minimum recycling fee for tires (based on industry standards). There is no charge f or other household hazardous waste materials dropped off, including electronic w aste. On av erage, the City of Fairhope recycles about 1,700 gallons of household hazardous waste yearly (based on the 2018 recap from Public Works). Responsible Person: Public Work s Department (Director) B MP # 6: G reener by the Yard Th is pamphlet includes information on pollution prevention, good housek eep ing and illicit discharges . It was created and published b y the Weeks Bay Watershed Project and is available in hard copy (Planning and Zoning Department) and on the City website. Responsible Department: Planning and Zoning Department BMP # 7: Staff Meetings – Public Works employees are trained throughout the year in w eekly staff meetings to rep ort illegal dumpin g / rinsing activ ities, including inappropriate disposal of cooking oil, rinsing of paints and chemicals into storm drains, etc. The Public Works Department is the largest City Department, encompassing waste m anagem ent, landscaping, streets and construction (about 50 full time employees). R Responsible Department: Public Works B M P # 8: Watershed Map City of Fairhope has a watershed map which is used as a planning and construction tool. It is available on- line (“N atural Resource Inventory”) and in the Planning and Zoning Department and in P ublic Works. Planning and Zoning Department (GI S) is responsible for updating, printing and prov id ing this map. Responsible Department: Planning and Zoning BMP # 9: Storm Water Outfall Inventory & Mapping The City of Fairhope Planning and Zoning Department co mpleted a survey of the City outfalls and infrastructure in 2012 . This information was provided through GIS, and a map has been produced, including designation of 13 major (Bay) outfalls. New storm water outfall inf ormation is updated annually in hard copy form to include new development. As of November 20, 2020 , the City of Fairhope Stormwater Outfall Inventory reflects 650 outfalls. Th e Planning and Zoning / GIS Department is working to update the map showing all outfalls and major outfalls, including outfalls added since 2012 . Responsible Department: Planning and Zoning BMP # 10: Volunteer Fire Department / Fuel Spills: The Fairhope Vo lunteer Fire Department is responsible for responding to and facilitating removal of fuel / chemical spills. Responsible Department: Volunteer Fire Department (Chief) BMP #11: Cre ate a Clean Water Future Campaign Th e City of Fairhope adopted a resolution to accept this campaign in August 2014. This is mentioned in MCM#1 u nder “Public Education”. This campaign addresses storm water pollution, including IDDE. Create a Clean Water Future logo is being used on applicable City of Fairhope publications and business cards. Responsible Department: Planning and Zoning 36 I LLICIT DISCHARGE DETECTION AND ELIMINATION (IDDE), CONT. B MP #12: Sewer Capacity Study Fairhope Utilities has been working on system improvements since 2017. These improvements were commissioned by the Sewer Ca pacity Studyw ww.fairhopeal.gov/home/s howdocument?id=15025 produced in 2017. This study identified many weak points i n the system some of which are related to deteriorating or aging infrastructure and indicated overloading of certain areas w ithin the system, due to rapid growth in the past 5 years. As a result of this study, the Utility Department has comple ted the first Sewer transmission improvement proj ect along Fairhope Avenue, Fairwood Boulevard, Bayou Drive and Section Street, with a se cond transmission project underway moving South al ong Church Street. The second project us under way and will make impr ovements to a ging infrastructure including water, sewer, ga s a nd storm drainage along the Church Street Corridor between Oak Street and Fels Ave. 2020 with 2 hurricanes and heavy rain, and a global pandemic ha s caused some slow down to progress. The hurr icanes have helped to verify concerns within the system and revealed others that need to be addressed. With the Bayou Drive, Fairwood, Fa irhope Ave. pr oject complete, a second project extending to the east has commenced and will address sewer collection sy stem improvements within the Dog House Lift Stati on sewer shed. The project will increase capacity of the system through implementation of new sewer ma ins, lift station upgrades, and prov iding options for sewer routing in the event of an emergency. In 2020 The City of Fairhope has also received Restor e funding tha t will be conveyed through ADCNR. This funding will allow the improvement to 13 lift stations and work to a ddress inflow and infiltr ation (I&I) in 40,000 feet of sewer main, 10,000 feet of sewer laterals and 250 manholes. Addressing the I&I will be a huge step in the r ight direction to curb the SSO’s Fairhope has been experiencing recently. This work is in progress but will take time to implement the improvements. Fairhope Utilities is work dilig ently to provide the highest and best use with the funds available to provi de the most beneficial improvement to the collection system possible. Responsible Department: Water and Sewer 37 Figure 25 On-line article about sewer project, Church Street. November 2020 Fairhope Times ••• Nov 24 at 12:40 PM • Public New sewage collection pipe now being installed on Church Street. A $5.1 million project to increase sewage capacity, improve storm water drainage, and upgrade other utilities all the way to Fels Avenue. , ~~,. -.;;. ~":'" ... ,: ,:.-I•(~~-,.,r• 38 Figure 26 Map of Church Street project area from Sewer Capacity Study 39 BMP #13: Video of Sewer Lines Wa ter and Sewer Department staff have the capabil ity to perfor m video i nspections of sewer li nes to locate potenti al sources of sewer leaks. The Water and Sewer Department own a camera which can inspect sewer pi pes and stor m drai ns up to 500’ long. Responsible Department: Water and Sewer Figure 27 Video inspection of sewer lines, 2019 CCTV pictures of MH12-2-W2_MH12-2-W1 For Fairhope Wort< Order Surveyed On 2019/05/29 ------------- Street Name 854 Edwards Ave City Name Fa ir hope Location W th r From Manhole MH12-2-W2 To Manhole H12·2•W1 Setup 1 Counter 186. 7 Ft C:IFLEX6\Snapsll,IAY 2019 NE\1111 6 jpO 2019/05129 Pipe Details : Year laid Shape Circular Material Polyvinyl Ch loride lining Observation : Misce llaneous Survey Abandoned Video Survey Direction Downst ream Size 10 By ins Use Sanitary Comments: Survey is abandonned due to la eral intruding in to the main line Pipelogix Inc. Phone :866-299-3 150 Fax:760-406-6023 40 BMP#14: Survey 1-2-3 Application for Outfall Assessment-Field Collection In 2020, the Planning and Zoning Department i nitiated digitizing the outfall inventory by creating an on-line tool for field assessment. Planning and Zoning GIS staff customized the Survey 1-2-3 application for field collection of outfall data. The customi zed tool uses a genera l stormwater facility monitoring sheet but in digi tal form and data is col lected via smart phone. Upon each indi vidual outfall assessment, the location of the outfall is immediately pinned and placed on an ESRI-based map which will updated through dry screen outfall inspections annual ly. Responsible Department: Planning and Zoning, GIS Figure 28 GIS Planner working on Survey 123 application for field assessment Figure 29 Survey 123 map with outfall assessment locations (Tatumville, 2020) X • kon,,.,,~,Po-id~-t X + ~ 0 8 hltp;, surwy123.•rcgis.tom UJW; CK 107d'-/~J7b81dlrlfb~ ICI ArcGIS Survoyl 23 • My S\.i,wy, O..ganlnotiOn ~P . .. l 1, ! •-Dr«"" .i . •• , ... ,. .. i . ! 0c,q ... -• ...-.~•· . <Ill • . -" .. . I Hout tonv.11, • I 0 l ; 1t r'w• a ·-· ... _ ., 11u,, ... ? i -. .... I r. .. ~A ... ! . _,f -. 41 I LLICIT DISCHARGE DETECTION AND ELIMINATION (IDDE), CONT. ➢ M easur able G oals O ne Year Goals: 1. Storm Water Outfall Inventory Updat e Responsible Departm ent: Planning and Zoning Depa rtment G oal: Update hard copy inventory annual l y to incl ude new devel opment, redevelopment and routi ne correcti ons. (Planning and Zoning Manager) Due : December 2021 2 . Video of Sewer Lines Responsible Department : Water Department Goal: Conduct vi deo test on priority sewer li nes annua lly to detect sewer lea ks or il legal connections. D ocument findings and corrective acti on taken (Water and Sewer Director) D ue: Decem ber 2021 3. Public W orks Illicit Discharge Detection Meeting R esponsible Department: Public Works Goal : Alert and advise wa ste management crews to look for il licit discharge indi ca tors such as sheen i n or near storm drains, leaking dumpsters, etc. (Public Works Di rec tor) D ue: Decem be r 2021 4. Dry W eather Screening of O utfalls R esponsible Department: Planning and Zoning Departm ent / Public Wor ks / Utili ty Director Goal : a . NON-PRIORITY OUTFALLS (do not drain to Weeks Bay): Assess a t least once every 5 year s per 5-year schedule. Use MS4 Storm water Outfall Inventory (data sheets, map) to reference outf alls. Document outfalls assessed; da te; conditions and maintenance requirements (and when complete). This will satisfy the 5-year requirement for 100% of a ll outfalls every five yea rs. Pl anning and Zoning Depar tment and Public Works Department will conduct these assessments annual l y. D ue: *NONE SC HEDULED* Goal: b. PRIORITY OUTFALLS (DR AINS TO WEEKS B AY): Assess at l east once every 4 yea rs per 5-year schedule. Planning and Zoning Depa rtment and Publ ic Works Department will conduct these a ssessments annua ll y. 108 total outfalls due for assessment in 2021 Due: December 2021: Cowpen Creek outfall pages 1-90; Waterhole Branch 18 42 Figure 30 Outfall assessment sheet generated fro m Survey 1 2 3 app 1t/1a/2020 Watershed Tatumville Tatumvme OutfaU Data Point: TG-281646-A OWner Change Since Las lnspecbon No Closest Address _ 555 S Section Street Site status: Drainage area South side of mechanic shop. Date and lime of Inspection: Nov 16, 2020. 10:08:00 AM SIDrmWatw Pond IMpecta\ Stormw ater Pond Inspection Submitted by: cambron Submitted time: Nov 16, 2020, 10:34 :09 AM ht!pS://sur-.¥y123.arcgis .com.'wtvey5/78c7tb 7 dc7~37b81 ~'Pa7a5 I/data ?extent:-87 .0054 .30. 5001 .-S'l .90 1 l ,30 507 •&,n:,p TableRato= 7228&obfectlds=S&bJ.semapltemld ==85de95d4e0244cb. . . I/ t l 1H1at2020 Srte Cond itions Sunny and cool around 55 degree . Pond Type : Type· • Dry Embankment Inspection Items: Vegeta!Jon Inspected? Yes Vegetation Maintenance? Yes Erosion Inspected? Yes Erosion Mamlenance? Yes Animal surrows Present? No S10nnw~~Poncl lnspectlOn hbpd~urw,y123.arcgis.com.'"SU~8cJt,7de74e437b81~58&'.l.17&511data?ut~r-87.905'.30.50&1 ,-S7.9013.30.5074&mapTabl@Rllta:72.28&objectldsa:8&1::as@m~mld::56MQ5d4e(l244eb ... 2/11 43 Figure 31 Outfall assessment sheet genera ted from Survey 1 2 3 app 11f1a/2020 Animal Burrows Maintenance? No Cracking , Sliding . Bulging? No Crack1no , Sliding , Bulging Maintenance? No Drains Blocked/Non Functioning? No Drains Blocked/Nao Functioning Maintenance? No Leaks or Seeps? No Leaks or Seeps Maintenance? No Slope Protectooo Inspected? Yes S110rmwater Pond lnspecb0n https:/kurve-y123.arcgis.ccmlS1Jrvey!J78c71l>7dc74e-437b81~a705 11data?~xteotz.-87 .0054,30..50&1 ,-S7 .00 13,30 507◄&mapfabl@Rabo"'n.2S&-objectlds::B&b.:lwmaphemld::SfldeQ6d4e0244cb ... 311 1 1111C/2Q20 Slope Protection Maintenance? No Outfall Structure Bo< Inspection Items : Low Flow Ontice Functional? No Low Flow Dnfice Maintenance? No Cracl<s , D,splacement, Spall,ng? No Cracl<s , Displacement Spalli119 Ma ntenance? No OUtfall Pipe Condition Inspected? Yes Outfall Pipe CondffiOf'I Maintenance? No Rip Rap Filter Berm Inspected? Yes S!Qnnw.iter Pond lnspedlQn htTps:/kurwy1 23.arog1s.coml'5UM!')'Sl78c7ib7dc74e-437b81~a7651 /d.m?ext@nt:-87.905-i.30.50&1 ,.f.7.QO l 3.30.507-i&mapl ableRatiozn.28&objKtlds:tl&basemapl~kJ:i::86d~4e0244cb ... 4f1 1 44 Figure 32 Outfa ll assessment sheet generated from Survey 1 2 3 app 11116/2020 Rip Rap Fitter Benn Maintenance? Yes OutfaH Maintenance? Yes Dutfatl Channel Inspected? Yes Outfall Channel Matntenance? Yes Rtp Rap at End of OUtfall P,pe Inspected? Yes Rtp Rap at End of OUtfall Pipe Mamtenance? Yes Inspector commen ts: comment 1~ Ripp rapp seems to be di splaced ,. Comment 2: Trash on banks. Stormwater Pond IM~ https:llsurwy123.arcgis.com!'wrwys178c7b7dc74e-437b81~a765 1/daU'?extenP:..87.9054.30.50e1,-87.9013,30 5074~TilbleR..mc,:a:72.28&objKtldS"'8&.basemaphemld~e95o4e0244cb ... 5111 11118/2020 overan Facility Condition Una cceptable Maintenance Actions Needed Classlfic.ation : Routine Next Routine Inspection (Approx,malely): Nov 16. 2024 lnspectOf'S Inspector Name; ~ Inspector Name - Slomlw3tw Pond lnspeajcn hnps:ll,.urwy123..rogis.corn'surveys/78c7!17dc74e437b81~a7e!51~?oteor-87.~.30.50e1.-S7 .Q013,30 5074&~TableR.atx>'=72.28&ob;tdlds=S&~temld=Sede9564e02+4d> ... &11 45 Figure 33 Outfall assessment sheet generated from Survey 1 2 3 app 111,eao20 Locatioo Lat : J0.5069 Lon: -87.90319 Esri, NASA, NGA, USG ... Photo 1: Sk>l'll'WA-, Pond lrtSpft:t(Jn http$,:Jllurwy123.~s.cornlwrwy,s/78c7t>7dc7~37b81~a7C51kbta?•ntnr-87.0054.30.50ll1.-87.IXll3,30 .5074&mapT.lbleRD>"'72.2S&ob;ectldP8&bavmaphffllkfz8~244cb ... 7111 111te12020 Photo: Descnptioo : photo-20201116-161n2_jpg Diagonal from rip rap Photo 2: SIDnnwater Pond lnsp@dion httpsJ/survey123.arog1s.com'surve~Sc7!>7dc74e437b81~a7651hl.:Jta?e.xte-nt=-87.Q054 ,30.50!51 ,..S7.Q0 13,30.5074&mapTableRato=7228&obiectldr8&ba.-semapl1emld=B6deQ5d-4e024-4cb ... 8/11 46 Figure 34 Outfall assessment sheet generated fro m Survey 1 2 3 app 11/1812020 Photo: Descnplion: field_67-2020 1116-161950 .jpg Brush needs to be c leared. Photo 3: SIDm!W.abH Pond ~ htq)s:lisurwey123.arcgis.com/surwys.'78c7117dc7~37b8 1cllQft:i5889a785 1/data?uienr-87.Q0~.30.50e1 . .a7.Q013.30 507-4&mapTableRat1o=n2e&o~s.:8&.b.Jsemapltemld.:SOC:e~4e02-44cb ... W11 11(16Q020 Photo: Descnpl!On: fie ld_ 71-20201116-162250 .jpg Brush and trash. Photo 4: Stcm'l~ter Pond Inspection https://5urvey12l.¥Cgis.com/~8c71b7dc74e-437b81~.a7C511data?extent-87.905-4.30 .~1 • .a7.9013,30.5074&mapT.ableRatio=72.28&obiectkk,:8&b.J.semapltemld=8Gdeg5d4eQ2-44c... IQ.!11 47 Figure 35 Outfall assessment sheet gene rated from Survey 1 2 3 app Figur e 36 Planning and Z oning staff collecting outfall assessment data with Survey 1 2 3 app on a Tatumvil le Gulley outfall, Nov ember 202 0 11 11er1020 Photo : !!II= field_75-202011 1&-103302.JPG Descnpliorr Data sheet page 14. S tonnwalef Pond Inspection https :l~urwyl23.arcgis.comlwrwysl78c7!b7dc74e-437b81cl,9fb5,SS9a7651/data?e.xtenP--87 9054 ,30.5061 .-S7 .Q0 13.30 507-4&m.JpTableRaticP72.28&objectld s-S&buemapltemld"86d~-4e0244c... 11111 48 5 .0 MINIMU M CONTROL REQUIREMENT #3: CONSTRUCTIO N SITE STORM WATER RUNOFF CONTROL ➢ Requirements: Develop, implement, and enf orce a program to reduce pollutants in storm water runoff from qualifying construction activities. The program shall include specific procedures f or construction site plan (in cluding Erosion and Sediment Control) review and approval; Erosion and Sediment Control ordinances with sanctions to ensure compliance; training program (including schedule) for MS4 site inspection staf f in the id entification of appropriate construction best management practices; procedures for periodic inspection of qualif ying construction sites, including priority construction sites (those draining to Weeks Bay) at a minimum frequency of once per month for the priority co nstruction sites; procedures outlined in the SWMPP to notify ADEM of non-compliant construction sites , including those without NPDES permits; proced ures for site plan reviews outlined in the SWMPP; co pies or lin ks to regulatory ordinances; documentation of all inspections, complaints and enforcement actions taken; and a list of all active construction sites in the MS4 area. More details on these requirements can be found in the general permit. ➢ Responsible Persons: Planning and Zoning Department; Building Department; Public Works Department; Water and Sewer Director ➢ Rationale Statement: The City of Fairhope has a Constructio n Site Storm Water Runoff Control program to control erosion and sedimentation. This program is applicable to all construction and land disturbance sites and is not lim ited to development activities over an acre. This program includes project review, BMP inspections and enforcement of construction related ordinances for environmental protection. City employees (i.e. utility workers) are held to the same standards as property owners, contractors and developers. The Planning and Zoning Department and the Building Department have QCI (Qualified Credentialed Inspector) trained staff to review development applications and conduct BMP and construction inspections. Th e City of Fairhope has a total of (6 ) QCI certified employees in the Planning and Zoning Department and (5) Building Inspectors in the Building Department as of December 1, 202 0 . A Right of Way Inspector was hired in 2020 and he will be QCI certified in 2021. Crew leaders and city staff in each department are offered an overview of the Construction Site Storm Water Runof f Control program (including storm water standards at local an d state levels) through a workshop held annually (Erosion and Sedimen t Control / BM P Work shop) by the City of Fairhope Planning and Zoning Department, Building Dept. and the Public Works Department. The City of Fairhope has a written Standard Operating Procedure (SOP) for non-compliant construction sites. 49 In Oct ober 2017, the City of Fairhope amended the existing Erosion and Sediment Control Ordinance (#1 3 98) to include (#1603): 1. Requirements for stabilization of s ilviculture (forestry) activities 2. Third party review clarif ication (paid for by applicant) 3. Restrictio ns on clearing of vegetation: may not exceed more than 30’ past the footprint of the proposed stru cture for single family; 50’ for all others; 40’ past cu rb and gutter for right of way projects and no more than the designed width of any drainage or utility easement that contains drainage conveyances an d build ing utilities. 4. Slopes greater than 3:1 or adjacent to critical areas will be subject to additional requirements as determined by the City of Fairhope and/or the third-party consultant 5. Multiple buildings require individual erosion and sediment control (BMP) plans 6. Developmen t sites (such as multi-occupancy / apartment projects) require a paved or fully stabilized road prior to building construction. 7. Open channels may receive rip rap or gabion stone stabilization materials if specified by a professional engineer. 8. Ap plicants must provide copies of QCI or other inspection reports to the city, upon request by the City. ➢ BMPs / Mechanisms used for Construction Site Storm Water Runoff Control 1. Design Review 2. BMP Inspections 3. Code Enforcement / Procedures for non-compliant sites 4. City ordinances 5. Educational material available in the Buildin g Dept. Figure 37 Example of multi-occupancy project underway in 2019 . T he co ntractor installed the a sphalt binder in advance of v erti cal construction to meet the new requirement in the City of Fairhope Erosion and Sediment Control Ordina nce. 50 C ONSTRUCTION SITE STORM WATER RUNO FF CON TROL , CONT. BMP # 1: Design Review : The City of Fairhope Planning and Zoning Department design review (and pre- construction meeting) process inclu des: 1. Informal review with applicant (encouraged but not required) 2. Development Rev iew with Staff (internal) 3. Preliminary Plats for Subdivision 4. Pre-construction meeting – with en gineer of record 5. Final Plats for Subdivision 6. Zoning Applications (if applicable) 7 . Site Plan Review (considered by Planning Commission), if the development meets the following qualifications: -Has a gross floor area of 10,0 00sf or greater; or, -More that 30 % of the lot (excluding the building) is impervious; or -All applications for zoning map amendments to any of the Village Districts -All mixed-use project s electing to build to 35 feet high w ith 33 % residential. All preliminary and final subdivision submittals require a public hearing through the Planning Commission. Notification requirements are as required by State law, the City of Fairhope Subdivision Regulations, and also via Subdivision POA contact list (email). The City of Fairhope Building Department coordinates plan reviews of residential and commercial submittals for permit issuance. Gen eral procedure of submittal review: Staff conducts a review of all submittals and applicants are encouraged to meet with staff (City Planner or Planning Technician) before submission for develo pment (informal review with applicant). For subdivision applications, storm water drainage is reviewed for submittal requirements in the City of Fairhope S ubdivisio n Regulations in the Preliminary Plat review . A design review meeting is held and attended by the various City of Fairhope Superintendents or Department representatives. The Public Works Department, Planning and Zoning Department and Building Department are the most instrumental representatives for Storm Water reviews. Although the City of Fairhope now has (2) two Professional Engineers on staff, the applicant’s engineer is the person ultimately responsible f or drainage compliance w ith the City’s regulations. Th e Code Enforcement Off icer reviews the Erosion Control Plan of submitted plans to ensure minimum BMP standards are met. The comments generated during the design rev iew meeting are compiled in a review letter which is sen t to the applicant. The applicant provides a response letter. The City of Fairhope staff prepares a staff report for the Planning Commission members p rior to the Planning Commission meeting. Pre-Constru ction meetings are held with the applicant after Preliminary Plat approv al and before submittal of a Final Plat application. During the pre-co nstruction meetings, City staff meets with the applicant’s engineer of record to address specif ic issues such as w etland buf fer protectio n, on-site erosion controls , and drainage concerns. 51 CONSTRUCTIO N SITE STORM WATER RUNOFF CONTROL The Fin al Plat approval phase is when the final inspection of installed subdivision infrastructure tak es place and a final punch lis t is generated. A second design review and a site inspection take place and any deficient items are addressed during this inspectio n process. The site inspection is conducted by the same Department Supervisors/Representatives who perform the prelim inary design rev iew. The City of Fairhope requires a 2-year maintenance bond for the infrastructure to be accepted by the City. Figure 38 City of Fai rhope Review Process for Subdivisions Minor or Major Subdivislion? • Minor: 4 llots or less (with no needed nfrastructure or improvements) • Major: 5+ lots • Plat Approval: Notification is sent to adjacent property owners as per State law requ i rements. • After pre:liminary plat approval, a:ppli'cant can apply for land disturbance permit to begin site work .. • If fii na :I plat approval is granted, applicant ca n apply for construction permits of structures/homes 52 C O N STRUCTION SITE STORM WATER RUNOFF CONTROL B M P # 2: BMP Inspections-City of Fairhope Planning and Zoning Departmen t has two full time Code Enforcement Officers to perform code enforcement inspections, including BMP inspections. The Code Enforcement Officers track BMP inspections and non- co mpliant sites (including correctiv e actions taken) through inspections in Munis softw are. Th e initial BMP inspection is performed prior to other construction inspections. Construction sites with high impact potential and subdivisions under construction are inspected frequently. Construction sites with high impact potential include multi-family, non-residential, those near critical areas or those disturbing more than one acre. Other single-family home construction sites are inspected initially and with follow up inspections to ensure continued compliance. Construction sites within Priority Construction Areas (those draining to Weeks Bay and Fly Creek ) are inspected at least monthly, as per ADEM’s requirement for the P riority Constru ction Area. Map of “priority construction area ” is available in the Planning and Zonin g Department Code Enf orcement Office. The Building Inspectors assist w ith BMP inspections by en suring compliance with each construction inspection Essentially , a BMP inspection is performed w ith each construction inspection. The Building Inspectors perform the closure BMP inspection, as part of the final inspection on the site. A Certificate of occupancy is not issued unless site is stable and compliant. Figure 39 BMP Inspection: Notice of vio lati on issued fo r BMP defici enci es (10/19) Figure 40 BMP Follow up inspection: deficiencies resolved (10/19) BEFO RE AFTER 53 CONST RUCTION SITE STORM WA TER RUNOFF CON TROL, CONT. BMP inspections include: a. Initial b. Phasing (if applicable) c. Closure (certif icate of occupancy is not issued unless site is stable) d. Ad ditionally, monthly inspections are conducted and documented by the Planning and Zoning Department Code Enforcement Officer f or “priority construction sites”, or those draining to ONRW Week s Bay. Responsible Person(s): Plannin g and Zoning Department (Code Enforcement Officer) BMP #3: Code Enforcement / Non -compliant Sites: The City of Fairhope enforces the Erosion and Sediment Control ordinance (#1398 and #1603) through Notice of Violations, Stop Work Orders, suspended construction in spections, City street sweeper charges and/or municipal offense tickets. Th ese efforts minimize sed imentation and erosion to the maximum extent practicable. Water quality impacts are referred to state and/o r federal authorities as well. A written Standard Operatin g Procedure (SOP) for non- compliant construction sites was developed in 2 014 and is updated as needed: Figure 41 SOP for non-compliant construction sites P l anning Departmen t/ Bui l d i ng Department Non-comp l i a nt Con struction S ite Protocol St andard Operating P r ocedures (SOP) As per the City of FaiJ-hopc NPDES Permit # ALR040040. the City is required to have v.rin cu prntocol for ADEM not ification o f uon- compfaint sites as required in P :ll"t m.B.4(bXv) of th e pennit: --Procedures to notify ADEM of non -compliant consuuction sites discovered during periodic i..nspcct.ious. The .notification must provide. at a m ininmm. the specific location of tl1e con struction project. the n:un.e and con tact infomi.'\tion fr001 the owner or operator_ and a sununacy of the s ite d eficiencies •• C-..e ner:111 Concepts TI1e City ofFall"bo~ is authorized via Code o f Ordinance 1398. "'Erosion and Scduuent Control" to issue S top Work Ordtts. Municipal Offense Tickers/Coun Summons. suspend coostructiou /building inspections. dispatch City StrCC't Swccpcr for minimum c h 3rgc and/or is!>"Ue Not.ice ofViolat.ious to violaters oftltis o rd.in.auce. The Erosion and Scditncnt Control Cffdinance #1398 is enforced by the City ofFairl1opc P lanning Department (Code E..n.forccn1eut Officer) and the Building Department (Building Inspectors aud Building Offic.i.-.1). TI1e PL-tuning Department Code Enforcemcut Officer handles the bulk of the enforcement . The P lanning Director must authorize issuance ofa Municipal Offense Ticke t (M:OT) or Court S w nmoos. £.nforument Where a construction site is foUlld to be in violation of the City ofFairl1opc Erosion and Sediment Control Ordinance, 1he enforcement officer will elect to issue one or more of tl1e follo'\ving, depending on the severity of the ,riolation: l _ Notice ofViolation (48 hour noricc)-\,Tinen., verbal_ or ema.i l 2_ Stop Work Order (on all activity except that which is n ecessary to stabilize the site and install appropriate BlviPs) 3_ Suspend construction / b uilding inspect.ions until resolved 4 _ Dispatch City Street Sweeper for a 1ninimum S300 charge_ Certificate of Occupancy not issued w 1til this is paid S. Issu e a MOT or Court Sunnnous (with approval of the Plalllllllg Dir eclOJ") En,iro nmental Agenc-v N otific-a tion When a construction site or other uou-compli.1..Ut s ite has been found to h.-.'\-e im.pacted critical arc.as such as wetlan ds and bodies of waler. the City will notify the appropriate agencies within 4 8 hours (v.Tincn. email or verbal) of t h e identified nou--compli.1..Uce issues. D ocume ntatio n All observations and actions will be docUlllClll'ed in a rcpon which w ill be tracked in the P lanning Department Code Enforccm.ent Officer·s d.-.L-..basc and reported to ADEJ\11 iu the City"s Annual MS4 Pb.-.se II Rcpon. 54 C O NST RUCTION SITE STORM WATER RUNOFF CONTROL, CONT. Fig ure 42 SOP Flow Chart for non-compliant construction sites FI.AN~G DEPT . REPORTS VI OLAT ION TO .ADtM, AND OfHERAPPLICABLE AGENCIES IF CRITJCAL ,AREAS ARE IMPACTED OR (: IF SITE DOES NOT AFf'EAR TO HAVE PROPER STAT E \AOEM ) REGISTRAIDN QTY OF FAIRHOP E PLANNING DEPARTM ENT NON-COMPUANT CONSTR UC TI ON SITE FLOW CHART R.ANN [NG DEPAR1ME ITT CODE ENFORCEJ.ENT OFF ICER AND 1HE BU ILD ING DE PARTMENT BUILDlNG INSP ECTORS/OFFICIAL CONDOOT Bt,lP I SP ECTIONS O CONSTRUCTION SITES DUR ! GAS E INSP ECTION OR [N RESPOl>IS E TOA COMPLAI NT OR OBSERVATION: Pl.ANN ING DEPA RTMENT COD E ENFOROM ENT OFF ICE R AND/OR BUILDING INSPECTORS/Oi-""FICIAI. OBSERVES AfV RECO RDS BMPS, EROS10N AND SEDIMB-ff CONTROL PRACTICES 00 CONS UC.fTON SITES VI Oi.A TION IOEl'fflflED; NO ICE OFVI OlATION ISSUED, CORR ECTIVE ACTION TAAEN. VIOLAT ION DOCOMENlED OWNER OR AGENT COITTACTED ISSUE RESOLVED WITH IN 48 HOURS VICiAmN DETECTS); ISSU: NOT RESOl\lED WITHIN 48 HCXJRS; CORRECTIVE ACTION/EN~ ISSUED: ONE OR MORE CF"THE FOllOWINGc ISSUE STOP WORK ORDER. SUSPEND CONSTRUCTIOl-l INSf'ECTIONS, DISPATCH CITY SWEEPER. ISSUE MOT OR co.JRT su.MONS (l,1UST BE AUTHORIZED BY Pl.ANN ING DIRECTOR)_ FOLLOW UP DETERMINED IJV : OFF SITE IMPACTS AND CRfTICAI. AREA IMPACTS. VIOLATION RESOLVED Pl..Al,N [NG DEPT. DOCUMENTS ALL ACTI ONS AAEN AND REPORTS IN ANN AL MS4 PHASE II REPORT NO VIO LA TI O 0 ACT ION TAAEN OTI-!ER THAN RECORD! G OBSERVATIO 55 C ONST RUCTION SITE STORM WA TER RUNO FF CONTROL, CONT Proced ures f or non-compliant sites: 1. Notice of Violation (written or v erbal) 2. Suspended Construction Inspections 3. Stop Work Orders 4. Au thorize Street Sweeper at $300 minimum charge to v iolator 5. Municipal Offense Ticket 6. ADEM notification if water quality impact has occurred Responsible P erson(s) for BMP inspections / Code Enforcem en t: Planning and Zoning Department (Code Enforcement); Building Department (Building Of f icial) B MP # 4: Municipal ordinances utilized for erosion, sediment and waste control on co nstruction sites: 1. Erosion and Sediment Control (#1398 and #1603), outline procedures f or BMP requirements (including inspections), and corrective action. 2. Red Soil Ordinance (#1423) prohibits red soil and clay in or near critical areas 3. Construction Site Waste (#958) requires construction sites to contain waste Responsible Person(s) for municipal ordinances: Planning and Zoning Department; Build ing Department BMP # 5: Ed ucational M aterial , brochures/booklets available to contractors/developers: 1. Field Guide for Erosion and Sediment Control on Construction Sites in Ala b a ma by Alabama Soil and Water Conserv ation Committee Partners 2. BMP Minimum Requiremen ts, City of Fairhope handout 3. Storm Water Management, by EcoSolutions Figure 43 BMP minimum requirements include a silt fence and a construction entra nce for residenti al co nstruction. 56 C O N STRUCTION SITE STORM WATER RUNOFF CON TROL, CONT ➢ Measurable Goals: O n e Y ear Go al: 1. QCI Re-certification for Planning and Zoning Code Enforcement Office rs (2) Responsible Department: Planning and Zoning Department Goal: Recertif y QCI Re-certification (Code Enf orcement Officer) Due: December 2021 2. QCI Re-certifi cation for Building Department (5 Building Inspectors) R e sponsible D epartment: Building Department G oal: Recertify (5) Building Inspectors with QCI training D u e : December 202 1 3. QCI Initial Certification of new Righ t of Way Inspector, Building Dept. Responsible Department: Building Dept. Due: December 202 1 Figure 44 Inf ormation on the Qua lified Credentialed Inspector Program f rom the Home Builders Association of Alabama website Why become a Qualified Credentialed Inspector? • Bett,er un d er sta n d e m m gen er al PD E.S p e rm it pro gra m a n d lo cal p r og r am s t,o h el p ach i eve & m ai ntain co m p l ian ce. • Un d er sta1n d h e im p o rta n ce o t h e Co n s cti o n Best ri-J1a ag em e nt Pra c ·,ces p la n ,& r ecog nize rop e r BM P i nstaHa ·i o n s. • Pe rfor 1 se lf-in sp ect i o n s, r ec og n · e, BM P p,ro b lern s a n d oo o rdi at e ·m e ly m a in e n an oe a:s r e qu i re d by ~h e ge e r,a,I p er m it ; • Be ab le t o lo g & ep r e co r d s & im p,r o ve co mrn un ic,atio n s w it h t h e o per ,ait o r -r,ed ce com p li an c e li ,a h i lity. • Avo id ,o r r e dL1J ,ce, nisk o f s L11 cc es:sf u l c it ize n law su i s. • Re co g n ize t!he n ee d to a dd ress e ·ro n rn e t:a l i s:s u es early i t!he proj e,ct p l a n n i n g: & t h ro ug h o e c 10 n:sit r u ctJi ,o n p er iod. 57 6 .0 MINIMUM CONTROL MEAS URE # 4: POST CONSTRUCTION STORM WATER MANAGEMENT ➢ Requirement: Develop/revise, implement and enf orce a program to address storm water run-off from qualifying new dev elopment and redev elopmen t projects, to the maximum extent practicable. This program shall ensure that controls are in place to prevent or minimize w ater quality impacts. The City of Fairhope shall have procedures, outlined in the SWMPP, f or site plan review and the approval process when changes to post- construction controls are required; outline procedures in the SWMPP to dem onstrate and document that post-construction storm water measures hav e been installed per design specifications, which includes enforceable procedures for bringing non-co mpliant projects into compliance. Th e City of Fairhope must develop and implement strateg ies w hich may include a combination of structural and/or non-structural BMPs designed to ensure, to the maximum extent practicable, that the volume and v elocity of pre- construction storm water run -off is not signif icantly exceeded, using a design rainfall event with an intensity up to that of a 2 year-24 hour storm ev ent for the basis; develop and use ordinances or other regulatory mechanisms to address post-construction run-off from qualifying new dev elopment/redevelopment projects; require long-term operation and maintenance of BMPs; perform or require the performance of post-construction inspections, at a minimum once per year, to confirm post-construction BMPs are functioning as designed. The City of Fairhope shall include an inspection schedule, to include inspection frequen cy, within the SWMPP; maintain or require the developer/owner/operator to keep records of post construction inspections, maintenance activities and make them available to ADEM upon request and require corrective actions to poorly f unctioning or inadequately main tained post-construction BMPs; review and evaluate policies and ordinances related to building codes, or other local regulations, with a goal of identifying regulatory and policy impediments to the install of green infrastructure and low impact dev elopment techniques. More details on these req uirements can be fou nd in the general permit. Figure 45 A sa mple subdi vision undergoing site work in Fairhope's largest wa tershed, Co wpen Creek 58 POST CONSTRUCTION STORM W ATER MANAGEMENT, CONT. ➢ Rationale Statement: The Fairhope Zoning Board of Adjustments and App eals also meet monthly if there are cases to be heard. The Planning Commission and the Board of Adjustments and Appeals are committees with appointments by the May or and Council, and work with the Planning and Zoning and the Building Department with design and rev iew procedures, as set forth in the Zoning Ordin ance and Subdivis io n Regulations. The Planning Commission reviews amen dments to the Zoning Ordinance and the Subdivision Regulations. The Subdivision Regulations “Storm Water Standards” (Article V Section F) include a 5- year stormwater inspection report requirement and a long-term stormwater plan (Operation and Maintenance requirement). An O&M Plan is submitted w ith final subdivision plat. Th e Subdivision Regulations Low Impact Dev elopment (LID) requirements include “as many LID techniques as practical and appropriate for the dev elopment”. Plans and calculations shall show the efficacy of each LID technique and include a quantitativ e analysis of their performance. Plans shall clearly identify each LID tech nique on a Gradin g and Drainage Plan with appropriate details and cross ref erences to the drainage calculations.” The Planning and Zoning Department Code Enforcement Of ficers address runof f issues from sites w it hin the City of Fairhope (including post construction residential, commercial and right of way areas). These issues are track ed via a monthly N otice of Violation log. This log tracks complaints, follow up, and corrective action taken. The Public Works Department oversees maintenance of city-owned storm water in frastructure. ➢ Responsible Persons: Planning and Zoning Department; Building Department; Public Work s Department; Water and Sewer Director Figure 46 Level spreader installation (LID fea ture) a t apartment complex project 59 P O ST CONSTRUCTION STORM W ATER MANAGEMENT, CONT. ➢ BMPs / Mechanisms fo r Post Construction Storm Water Management 1. Subdivision Regulations a. Storm Water Standards (Article V, Section F) b. Stormwater Facility Inspection Requirement (Article V, Section F) c. Flood Control Structures (definition) d. LID standards (Article V, Section F) 2. Zoning Ordinance a. Stormw ater Management (Article IV, Section F) b. Pervious Paving (Article IV, Sectio n F) c. Low Impact Development Techniques (Article IV, Section F- Ordinance 1550) 3. Pervious Paving in City projects, where applicable (Police Department, City parks, Library, etc.) 4. Storm Water Projects by the City 5. Creek / Shoreline As sessment by k ayak 6. Standard Courtesy Letter f or Property Owners of non-compliant storm water facilities 7. Annual Email to POA/HOA groups: “HOA Stormwater Guide” Figure 47 Kayak / creek assessment recently included a n assessment of Fly Creek and an inv entory of fallen trees, Sept. 20 20 60 P O ST CONSTRUCTION STORM WATER MANAGEMENT, CONT. BMP # 1: Subdiv ision Regulations: available on-lin e for the public to view. Construction, development and re-development standards f or storm w ater are listed here. R esponsible Department: Planning and Zoning Manager a. S tormwater Standards: https://www.fairhopeal.gov /home/showdocument?id=208 23 b. S torm Water Facility Inspection Requirement: As per the Operation and Maintenance (O & M) plan within the Subdivision Regulatio ns, the City of Fairhope Planning and Zoning Department has specific regulations for property ow ners regarding the five-year storm water inspection requirement f or respective storm w ater f acilities. This requ irement is for subdivision storm water f acilities, installed, eff ectiv e in 2007. For more information, refer to the City of Fairhope Subdiv is ion Regulations, Article V, Section F, 3. (a) (3). Responsible Department: Planning and Zoning Manager c. Flood Control Structures definition: “Those physical structural works for which funds have been authorized, appropriated and expen ded and which have been constructed specifica lly to modif y flooding in o rder to reduce the extent of areas within the city subject to a “special flood hazard ” and w ater depths associated with f looding . Flood con tr ol structures ty pically include: hurricane tidal barriers, dam, reservo irs, levees or dikes. Typically flood control structures are located perpendicula r to a strea m a n d within the stream buffer.” d. LI D Standard s: Arti cle V, Section F revised in 2018 Fairhope Sub Regs: Required Use of Low Impact Development (LID) Techniques - a. The use of the LID techniques is required and is to be determined from an entire site development perspective by the engineer of record for the project. The design and integration of LID techniques shall promote the health, safety, and general welfare of the community and shall be designed to work in a complimentary fashion with the drainage plan for the proposed developm ent. The LID techniques are required within the municipal lim its of the City of Fairhope and the planning jurisdiction of the City of Fairhope based on the rain events experienced in the area, geology, slopes, and other natural features. The design engineer is encouraged to submit additional LID based techniques to be utilized in the proposed development. b. The use of LID techniques is required in any and all proposed developments where the storm water regulations apply. The design engineer shall rely on verifiable professional engineering judgment on which LID techniques to deploy in each proposed development based on the particular characteristics of the subject property. The intent of the requirements for the use of LID techniques is that the development shall implement as many LID techniques as practical and appropriate for the development. Plans and calculations shall show the efficacy of each LID technique and include a quantitative analysis of their performance. Plans shall clearly identify each LID technique on a grading and drainage plan with appropriate details and cross-references to the drainage calculations. c. If a project, due to the natural characteristic s of the property, cannot successfully implement any of the LID techniques the applicant may submit a waiver request for Article V Section F. Planning D esign 61 Standards Storm Water Standards. The waiver request shall be submitted at the time of the applicatio n and provide verifiable engineering documentation that LID techniques cannot be used. The C ity shall have the right, but not the oblig ation, to engage such third party engineers, consultants and other professionals as necessary and appropriate to advise the City as to whether a particular application complies with and is otherwise in concert with this subsection 10 (a “Third Party Professional”). In the event the City engages a Third Party P rofessional in connection with a particular application, the City will fo rward all application materials to the Third Party Professional along with a request for a cost estimate from the Third Party Professional for his/her role in the review of such application. Upon presentation by the Third Party Professional of a cost estim ate to the City, the City shall provide same to the applicant, and the applicant shall deposit with the City a cash sum equal in amount to the cost estimate of the Third Party Professional (the “Cash Deposit”). Upon completion of all work by the Third Party Professional relative to such application and payment by the City of all fees and expenses of the Third Party Professional from the Cash Deposit, if any portion of the Cash Deposit remains, the City shall refund it to the applicant. If the Cash Deposit is insufficient to pay the fees and costs of the Third Party Professional, the applicant shall immediately remit to the City such funds as are necessary to make up any shortfall. d. The Third Party Professional shall submit a finding report to the City Planning Department. The City Planning Departm ent shall forward a copy of the finding to the applicant or the applicant’s agent. The City Planning Department shall include, as part of the application materials to the Planning Commission a recommendation regarding the waiver. e. The Planning Commission shall consid er the waiver, the applicant’s documentation, and Third Part Professional finding and City Planning Department recommendation and make a final determination as to the waiver request. f. The following LID techniques are available for use by applicants given the particular circumstances and characteristics of the proposed subdivision: (1.) Wet Basins: The City finds the potential benefits of wet basins are, among other items, allowing sedimentation to fall out of stormwater, attenuating flows, assisting in evapotranspiration, and improving the stormwater quality. Special design considerations are: groundwater elevations, large surface areas are encouraged, special attention should be given in pervious soil, surface area of the basin should take into account nutrient loading from lawns for example in order to treat and im prove storm water quality to the maximum extent possible, ensuring that an adequate base flow is provided to maintain water levels, they are not recommended to be constructed in an inline facility, utilize low slo pes, the use of forbays are recommended, upstream and downstream areas shall be considered in the design in accordance with Fairhope standards. Recommended characteristics are: The approach slopes should be 4:1 or less around the perimeter, side slopes 3:1 or less (below the water level, beyond the safety bench), safety bench just below water elevation (4’ wide, 6”-12” deep), energy is dissipated prior to entering the basin, can be excavated below the ground surface. (2.) Rain Gardens: The City finds the potential benefits of rain gardens are, among other items, small scale flo w attenuation, infiltration, limited evapotranspiration, allowing sediments to be trapped, and water quality treatment. Special design considerations are: Typically smaller areas and drainage areas are used for rain garden design, special attention should be given in pervious soils, recommended for use in hydrologic soil groups A and B, not recommended in high sw ell soils. Recommended characteristics are: Small scale and frequent use in drainage areas, the choice of landscaping m aterials, soil mix, and other characteristics are crucial to the success of a rain garden. Rain gardens can be highly visible and utilized as a visual amenity in a proposed development. (3.) Permeable Pavement Systems: The City finds the potential benefits of 62 permeable pavement systems are, among other items, flow attenuation, infiltration, and filtration of stormwater. There are many products and strategies that can be utilized and the City is open to the use of varied products in accordance with manufacture recommendations. Consultation with the city prior to design of the product to be utilized is suggested. Special design consideration are: Use in areas with hydrologic soil groups A and B, special attention should be given in pervious conditions, not recommended in areas with high swell soils, ground water tables should not impact the ability of water to infiltrate, the technique works best in low slopes. (4.) Sand Filter: The City finds that the potential benefits of sand filters are, among other items, flow attenuation, infiltration, reducing sedim entation, and providing filtration of storm water. Special design considerations are: Best used in small drainage areas, special attention should be given in pervious soils, recommended use in areas with soils with good permeability in hydrological soil groups A and B, not recommended in high swell soils. (5.) Grass Swales: The City finds that the potential benefits of grass swales are, among other items, in straining storm water, providing limited quality treatm ents, while providing som e m oderate flow attenuation. Special design considerations are: Typically work best in smaller drainage areas where volumes are reduced, special consideration should be given in pervious soils, not recommended with high swell soils, should have low slopes, adjacent areas and layout should be considered in the design. Suggested characteristics where topography, soils, and slope permit vegetated open channels and spaces should be considered as a significant or a primary means of storm water conveyance. (6.) Grass Buffers: The City finds that the potential benefits of grass buffers are, among other items, in straining stormwater, providing lim ited quality treatm ents, while providing some moderate flow attenuation. Special design considerations are: Typically work best in smaller drainage areas where volumes are reduced, special consideration should be given in pervious soils, not recommended with high swell soils, should have low slopes, adjacent areas and layout should be considered in the design. Suggested characteristics where topography, soils, and slope permit vegetated open channels and spaces should be considered as a significant or a primary means of storm water conveyance. (7.) Constructed wetland channels or wetlands: The City finds that the potential benefits of constructed wetland channels or wetlands are, among other items, flow attenuation, buffering of flooding events, evapotranspiration, sedimentation, and treatment of stormwater quality. Special design considerations are: Not recommended in high swell soils, low slope, forebay is recommended, primary benefit of pollutant removal, not volume reduction, adjacent areas should be considered in the design. (8.) Step Pool Stormwater C onveyance Structures: The City finds that a step pool storm water conveyance structure may attenuate storm water flows, provides evapotranspiration, reduce sediment transport, and water quality treatment. Special design considerations are: Not recommended in hig h swell soils. Adjacent areas should be taken into consideration in order to ensure long term viability of step pool structures and adjacent erosion. (9.) In-line stormwater storage: The City finds that in-line storage may provide for attenuation and lim its sedimentation. Special design considerations are: Designed to be self-cleaning where possible or suitable clean out access is provided and designed into the system, designed to surcharge non-sensitive areas with no flooding in parking lots, structures, or other typically occupied spaces. (10.)Site design for habitat, wetland, and water body conservation: The City finds that site design that incorporates the natural features of the property can help to minimize erosion and reduce stress on natural water conveyance and attenuation systems by preserving a natural vegetated state of native plants, water courses, and flood prone areas. Suggested characteristics are: The technique may be used in conjunction with the City’s planned unit developm ent or village 63 subdivision processes to propose alternative street layouts and design so that impervious areas and other improvements are sited with due regard to the natural elements of the property. Special design considerations: To consider adjacent areas in the design since important natural features that utilize this LID technique often extends past property lines or the phases of proposed development. (11.)Restoration of Habitat or Wetlands and Water Bodies: The city finds that the restoration of habitat or wetland and water bodies can be productive to improve the environment by minimizing erosion and reducing stress on natural water conveyance and attenuation systems by preserving a natural vegetated state of native plants, water courses, and flood prone areas. Suggested characteristics are: This technique may be used in conjunction with the City’s planned unit development or village subdivision processes to propose alternative street layouts and design so that impervious areas and other improvements are sited with due regard to the natural elem ents of the property. Use only native plants in the development process and take special consideration to restore portions of the site to predevelopment native ecological communities, water bodies or wetlands with more than 10% of the development footprint. Special design considerations: To consider adjacent areas in the design since important natural features that utilize this LID technique often extend past property lines or the phases of proposed development (12.)Greenways: The City finds that greenw ays provide for beneficial use of LID for potentially active and passive recreation opportunities and wildlife corridors. This technique allows for the creative integration into a development proposal that is frequently linked with other natural or recreation systems that extend past the property lines of the proposed development. Suggested characteristics: Typically greenways are easier to integrate into a development proposal on larger acreages. They are frequently utilized as linear parks and often include sensitive wetland areas, steep slopes, gullies or other natural land forms, creeks, and unique wildlife habitat for protected species. (13.)Restorin g Channel Morphology and Natural Function: The City finds that restoring channel morphology and natural function provides for flow attenuation, infiltratio n, and reduces sedimentation. Special considerations are: Typically works most effectively in larger development proposals where a substantial linear footage of channel can be restored. It is important to consider the upstream and downstream current and future characteristics so conversation of land use in accounted for in the design. (14.)Bio- Retention: The City finds that bio-retention provides for flow attenuation, infiltration, limited evapotranspiration, reduced sedimentation, and stormwater quality treatment. Suggested characteristics are: To be used as both a storm water and aesthetic feature frequently throughout developments. Special attention should be given to plant and ground cover considerations given the volume and duration of the designed stormwater. Special design considerations are: Typically work best in small drainage areas with frequent use and distribution, special attention is required in pervious soils and should be used in areas with high permeable soils (hydrologic soils groups A and B), not recommended in high swell soils. (15.)Level Spreader: The C ity finds that level spreaders can be an effective tool to evenly distribute flows and return volumes and velocity to a predevelopment distribution pattern. There are limited stormwater straining and water quality improvem ents. Suggested characteristics are: Level spreaders are intended to work in a complimentary fashion with other LID techniques such as, but not limited to, sand filters and grass buffers. Special design considerations are: Typically level spreaders are used downstream of an outfall and have a low slope with stabilized and vegetated buffers both up and downstream. They typically are installed a suitable distance from the property line (30’-35’ is suggested) so that flow energy is dissipated, and predevelopment sheet flow characteristics are generated. Special consid eration should be given in areas with highly erodible soils. (16.)Additional 64 information regarding LID techniques is included in the document Planning For Stormwater, Developing a Low Impact Solution, a publication of the Alabama Cooperative Extension Service. This document is available for dow nload from the Alabama Cooperative Extension Service website. Figure 48 Example of a LID bio -swale stormwater fa cility in Fairhope subdivisi on 65 POST CONSTRUCTION STORM WATER MANAGEMEN T, CONT. B MP # 2: Zoning Ordinance : available on-line for the public to view . Construction, development and re-developmen t standards for stormwater are lis ted here. Responsible Department: Planning and Zoning Dep artment (Director) a. Stormwater Managemen t Standards: Fairhope Zoning Ordinance, Article IV, Section F: Stormwater Management 1. Intent The intent of this section is to provide for storm water management in site design. The primary management strategy should be infiltration of all runoff created by development through natural systems and constructed natural systems. Should infiltration not address stormwater management for the site adequately, retention and detention of run-off will be required. This section also seeks to incorporate any stormwater management system into the design of the site as a natural or aesthetic am enity. 2. General Requirements All site plans shall be designed with surface drainage provisions in accordance with the Fairhope Subdivision Regulations, construction, building, or grading permits, and any other City ordinance regarding the effects of stormwater. Developers shall take steps necessary to prevent run-off, which may have the potential for causing flood damage to neighboring property. The building inspector shall, in consultation with the city engineer, determine that reasonable provisions for properly handling surface drainage have been made in the applicant’s design, and will report these findings for the Fairhope Planning Commission’s consideration in acting on building applications. If reasonable provisions are not made in the applicant’s design, the Fairhope Planning Commission shall make the remedies available to the applicant a condition of the approval, or deny the application. “D ry wells,” biofilters, or other constructed infiltration systems may be required of sufficient capacity to receive up to four inches per hour rainfall on the paved area or areas required for off-street parking and loading. Rainfall intensity to be calculated on storm frequency determined by the commission and/or its consultants. 3. Design Standards Storm water detention shall be screened from direct view from all abutting properties by installation and maintenance of living plants at least 36 inches in height at time of plantin g, and achieve a height of not less than six feet in three years after planting. Outer slopes of detention ponds shall not be steeper than four feet horizontal to one- fo ot vertical. Where water depth and time of detention is sufficient to require safety fencing, such fencing shall be installed behind required screening, on the pond side. 4. Alternative Designs Standards of this ordinance and any standard of this ordinance that relates to the City of Fairhope Subdivision Regu lations may be waived to provide for an alternative stormwater design system provided that: a. The alternative stormwater design provides for an infiltration system that incorporates at least 80% of the runoff from impervious surfaces into the groundwater on the site and results in an overall reduction in impacts on streams in the watershed. b. The alternative sto rmwater design addresses stormwater on an area-wide or watershed basis making stormwater management on individual lots within the site unnecessary. c. Natural elements on the site are incorporated into a natural storm drain infrastructure minimizing or eliminating the need for detention ponds and other 66 constructed storm drainage. Constructed elements of the natural drainage system shall be limited to artificial wetlands, bio-filters, and dry swales. To the extent that it does not damage the function of th e natural drainage system, natural elements should serve additional community purposes such as trails or greenways, parks, or aesthetic screens. d. Any waiver of standard to accommodate the alternative stormwater design proposes an equal or better alternative for meeting the intent of the waived standard. e. The alternative stormwater design is accompanied by a plan produced by a registered engineer testifying to its accuracy and sustainability. f. The alternative stormwater design plan included provisions for long-term maintenance and operation of the alternative design, including easements, covenants, restrictions, and an acceptable legal entity to oversee long-term maintenance. g. The alternative storm water design plan shall accompany a site plan for the entire development. The plan and any waivers to the standards of this ordinance shall be approved according to the procedures and standards for the site plan. b. Pervious Paving: For projects requiring more than 8 parking spaces, a 25% minimum pervious paving material req uirement is required. c. LI D Component: Compact Car Parking Requirement: Compact car park ing spaces shall be a minimum of 30% of the required parking spaces and no more than a maximum of 40% of the requ ired parking spaces. Compact car spaces shall be grouped together to the greatest extent pos sible. Compact car spaces shall be designated by paint at the entrance of the parking stall. Park ing Dimension and Size: 1) Standard parking lot dimensions 2) Compact car parking dimensions 90°angle 60°angle 45°angle w idth 8’ 8’ 8’ depth 15’ 16.8’ 16.5’ Low Impact Development (LI D) Park in g Requirements Landscaping is required for all park ing lots. The interior parkin g lot landscaping requirements shall us e LID techniques and be designed by an Alabama licensed Professional Engineer and an Alabama licensed Landscape Architect or designer. The follo w ing LID techniques shall be used in the interior of all parking lots co ntaining 12 or more parking spaces. The LID parkin g requirement landscape plan will be review ed in accordance with the Tree Ordinance. Any landscaping plan submitted in accordance with this subsection shall include techniq ue 5 belo w and at least one of the other following techniques: 1) First Flush Treatment: The LID landscaping design shall be sized appropriately to trea t the first one inch of runoff into the receiving park ing lo t LI D area. 67 2) Bio -retention. 3) Rain Garden. 4) Vegetated Sw ale. 5) Permeable Pavemen t Systems: Permeable pavement systems are a required LID technique. 100% of park ing prov ided over and above the minimum parking requirements shall be permeable pavement systems. Typical systems are brick pavers, pervious asphalt, and pervious concrete. Other systems may be approved if the design engineer provides adequate documen tation that demonstrates the proposed technique is equally or more effective that the typical permeable systems listed. Approval of a proposed technique is at the sole discretion of the City during the permitting process. 6) Tree and Ground Cov er Plantings: Wh en trees are required in a parking lot by the Tree Ordinance they shall be included and integrated into the LID design. Species shall be as approved by the City Horticulturist and must be suggested by the landscape architect or designer. There shall be no bare ground exposed and all ground cover proposed sh all be integral to the success of LID techniques . All ground cover shall be as approved by the City Horticu lturist and must be suggested by the landscape architect or designer. Bioretention: This technique removes pollutants in stormwater runoff through adsorption, filtration, sedimentation, volatilization, ion exchange, and biological decomposition. A Bioretention Cell (BRC) is a depression in the landscape that captures and stores runoff for a short time, while providing habitat for native vegetation that is both flood and drought tolerant. BRCs are stormwater control measures (SCMs) that are similar to the homeowner practice, of in stalling rain gardens, with the exception that BRCs have an underlying specialized soil media and are designed to meet a desired stormw ater quantity treatment storage volume. Peak runof f rates and runoff volumes can be red uced and groundwater can be recharged when bioretention is located in an area with the appropriate soil conditions to provide infiltration. Bioretention is normally designed for the w ater quality or “f irst f lush” event, typically the first 1”-1.5” of rainfall, to treat stormwater pollutants. Vegetated Swale: is a shallow, open-channel stabilized with grass or other herbaceous vegetation designed to filter pollutants and convey stormwater. Swales are applicable along roadsides, in parking lots, residential subdivisions, commercial developments, and are well suited to single-family residential and campus type developmen ts. Water quality swales are designed to meet sheer stress targets f or the design storm, may be characterized as w et or dry swales, may contain amended soils to infiltrate stormwater runoff, and are generally planted with turf grass or other herbaceous v eg etation. First Flush: This is the given volume of water generated in the drain age area from the first 1” to 1.5” of rainfall. Rain Gard en: a shallow depression in a landscape that captures water and holds it for a short period of time to allow for infiltration, filtration o f pollutants, habitat f or native plants, and effective stormwater treatment for small-scale residential or co mmercial drainage areas. Rain gardens use native plants, mulch, and soil to clean up runoff . 68 POST CONSTRUCTION STORM W ATER MANAGEMENT, CONT. B MP # 3: Pervious Paving material is used in City projects where applicable. Past projects include sidewalk s at Boothe Road Extension, Fairhope Police Station, Bancroft Avenue sidewalk, the Volanta sidewalk, Knoll Park, and Coastal Alabama College Campus. Responsible Department: Public Works (Director) BMP # 4: City Storm Water Projects: The City of Fairhope Public Works Department co mpletes several storm water projects annually. Projects include bioretention and storm water facility installation and maintenance (on City property), pervious sidewalk in stallation (on City right of w ay), bluff stabilization and repair (on City property) and drainage improvements on City right of way. Responsible Department: Public Works Director; Water and Sewer Director Figure 49 City stormwater project on No rth Mo bile Street 69 P OST CONSTRUCTION STORM W ATER MANA GEMENT, CONT. B MP # 5: Creek / Shor eline Assessment by Kayak: The Planning and Zoning Department staff conducts a creek or shoreline assessment (by k ayak) annually, of a portion of the City of Fairhope MS4 area. Assessed shoreline area will change every y ear according to suspected projects, outfalls due for assessment and /or other considerations. Target items are negative impacts of drainage, erosion and sedimentation (manmade or otherwise), and drain pipes dumping into the body of water (privately owned and city owned pipes/conveyance systems/outfalls). Responsible D epartment: Planning and Zoning Department (Code Enforcement) BMP #6 : Standard Courtesy Letter to Property Owners: In 2012, the Planning Department, in conjunction with the Public Works Department, dev eloped a standard letter to be sent to prop erty owners (including Property Owners Associations) of potentially non-co mpliant or failing storm w ater facilities (detention ponds, etc.). This has proven to be an effective means of notif ying property owners o f downstream impacts, and potential liability is sues, especially with subdivisions built prior to 200 7 (which are exempt from the O & M plan requirement). After outfalls assessments are conduct ed (annually ), those found with signif icant deficiencies receive a letter from the Public Works Director stating the deficiency found and requesting maintenance and/or repair of f acility. Responsible Department: Public Works Department (Director) BMP #7 : Annual Emai l to POA / HOA Group s: HOA Stormwater Guide According to the Storm Water Standards written into the City of Fairhope Subdivision Regulations, Section F. (7) regarding detention and retention ponds: “Such f acilities shall be ow ned, operated and maintained by the development en tities and shall not be accepted for inspection or ma intenance by the City of Fairhope”. Therefore, the City emails the POA / HOA presidents or contact persons an electronic copy of the brochure titled “A Homeowner Gu ide to Detention P ond Maintenance annually as a reminder of this requirement. This brochure was drafted in May 2018 by the Weeks Bay Foundation and Weeks Bay National Estuarine Research Reserve for the City of Fairhope to use as outreach and MS4 compliance. This is used by the City to educate property owners of stormwater facilities of their res ponsibility for maintenance of their subdiv ision pond or ponds. This in turn helps the City achieve compliance with the MS4 permit requirement w hich states that the City of Fairhope “sha ll include an insp ectio n schedule, to include inspectio n freq uency, within the SWMPP; ma intain or require the dev eloper/owner/operator to keep records of post construction in spections, main tenance activities and make them a vailable to ADEM upon request and require corrective actions to poorly functioning or in adequately maintained post-construction BMPs”. The City of Fairhope Planning and Zoning Department maintain s a “Subdiv ision Contact List”. R esponsible Department: Planning and Zoning Department (Code Enforcement); Public Works Department (Director) 70 Figure 50 HOA Stormwater Guide Page 1 A HOMEOW ER GUIDE TO STORMWATER DETENTION POND MAINTENANCE lF YOU HAVc SOMETHING UKiE lHIS" ON VOUR PROPERTY, OR. IN YOUR SUBDliVIS!ION', TH IS" GUIDE IS" FOR YOU! Stormwater detention areas a,r,e IIJ.u ilt o safel y nold s.to rrnw ater that nun s o, rom imp ervi ous. S,\.lrfac:es during:l,eavy ra ·in events. This red uces tli e ff ow into 11iY ers and s treams d uri11g·s t orm s:. and d ecreases Hooding, Unfortuna ely, -hese 51:rucwr-es. ai-e not ins:Jl'l!ded, maintained, and malla ged co rrect!)', they c.an a-c.tu allv irtcr,ease floo dl ing, ca.u se a safety azaro , arn:I negat ive ly affect property values. As a h omeoWTiel'" or memb er of a Home Ow rw ea Asso ci a -on )"CIU av e a. re.spo sibT y to kee p your pond i'n good w orking co ndition. This guide an d di ed,ilist w ill h e{p you to e nsJUre tlha ,t your stormwateT structure is able to han dle o ur ra iny Gulf Co ast seasons. WHY S"HOUI..II) YOU BOlHER 10 MAJNTAIINI YOUR PON[J? INDEXOF DEFINJftoNi5 • YI/h en ra i r1fa ll runs ov,e r imp erv io u,s su rfac.es ii: does not ha ve lime t o soa k tfilro he grolln d, so it en d s up eri terifilg our v;ra t erways i n l!arge qmmtitie:s ,, This often resu lts i11 in cr eased floodi~thalt ca n da mage home:s, busin esses, ,and mads. • 5tormwater ru no ff is a b ig sou rc e o f w ater pollutio n i 11 ollr area. Every h ing h at sits. o,n o ur roads a1nd pa rki ng lots, eve11 t ua l ly ru n s in o our streams an d rrivers w ith rainfa l l. Stormwaterr ponds allow some o lt he:se pollutants t o settle o ut and • ilter t hrough t h e ,ground. • W ell m aintai ned ponds ca n actually h e an ae:slthet:ica ll y p leas irig adc'l iUon to a ne i ghborhood. In additio11, et can provr-de habitat for a ive sp eci es of birds, reptiJes, a d amphibi ans. • he re can be l ega l conseq u en ces of 11o t pro-perl y ma intain ing your storm w at er d e en ion fadlity. Pf"ovided by the Weeks Bay Foundation arid tne Weeks Say Nationa Estuarine Re.search Reserve Through collaboration with the Coastal Traini...g Program and loc;.l m Lmi cipal itie.s 71 Figure 51 HOA Stormwa ter Guide Page 2 ' A HOMEOWNER CUIOE TO STORMWATER DETENT ION PO D MAINTENANCE ROUTINE MA!NffNANCE l'ns.:pedion:s : P,eriodic.sch e duled in s!i)ec ion,s with h e attached ched:li sl:, an d in spectionis afte.rma jor rainfall e vents, to d 1e ck fo r damage ,& o i-e mO\le de bris/ trash. \l egefatro11 Management: Mow· g on a re-gu larbasis to, prev e e rosi on oraesl:h etiic prob ms . Tr,ees a111cl shrubs s h o Id not be allowed t o grow • the pond bas,j . Lim " U5:E! offertilize rs arnd p e sticides · a cl a ro u cl the ponds lo m inimize leac in g in to poi11.d an subseq11 e downs r•eam w aters. 'Eros.fon : Appropriate mowi·ng equipme n t a nd mach inery sho ulol bE.' usied oa pond structure to a ...-oi d erosion. Trash, debris and litter removal; Re moval ofal'I)' d e ris: causing o bsl:ruc fons a nd espedaUy after e very runoff p rod cing ra · fa ll e ve n . Ge e.ra l pic kup of debris i and around the pan du • gall ins p ec ions. Mechanic.al Eq ui pment ch eek: Inspection <lT a y ·ra lves, p u rnps , fe ce gates, locks or m ech a nica l componen s d • g perio dic "nspec.tions . Plan sfor·approp ·ate rep cernentJrepa:ir 'sh o , d be,m ade a the time o,f docume n.ation. Stru:ctura'll ·Component check : I nispedion o-f the in e t, outle , and othe r struc u ra l fea tures o a regular basis fur addi ions ,o the a 111 ual 'o R.outine IIAa intenance lis t. NON-ROLITlNE MAINTENANCE Bank eras'i',OOl}s.tabilizmon: I . is: critica l t:o k ee;p effed:iv e ground co...-e r on Ile expc:secl po d a reas fo ensure at loose sedime111 does n.otfi I up the pon . In a d d"'"on, v egetation i ncreasesinfi a ion ofru:noff, and effec.tive1y lters po lurta n s .,AII areas not vege ated shou ld h e :re -vegetated and stabili zed immediat :Sedim ent remova1\:The sedl ime accumuLa ion should be monitored a d the po111d depths checked at se...-era l points. If the epth of the aroumula e,d sediment is g r,eater than 2.5 % of t!h e oinigirra l des:'igira depth, sedim en t s h au'ld be removed. Stnu:ctural Repair/Rep lac.ement: 0 ...-er time,, ev e, exc.e ll E!illt s ormwa~e:r strucbures ge• damaged and need repair a111d 'l"eplaceme:nt. Pl an for expe ses relate,d to, general w ear and tear at: yearly • terv,als . SO HOW DO YOU PAY FOR ALL ffilS WORK? The property owner or the HOA should cons ider est a b li:s l,(11:g an O&M fu d .and .assess an · u a I fees for maintenance . A' e r se,..eral year.s o operation witlh hese se fees , it may be n ecessary to rese valuate mafnte , ance c,osts fur he ac a l ,operation oflhe pond. lih e,fond shoul a lso c.ont:ain funds for em ergency repail'S rebted o hurricanes or otJ, er storm events. Remembe;r: FLmroon ing stormwate.r systems be11efit ei,eryone in the ro mm1ity with improved w ater f!OO lity, better <1i es:tFietics-, and d-ea,eased loodfng and pinru ·o n. rn"'idecl b,y the Wee:k:s Ba y E=oun,d ati on a cl the W eeks IBa y ation all Est uarine Rerea rch Resierve Th ro . h oo ll aboratfon w itti t he Coasta l Tram ing Pm.tram aoo oc ai m un icip.;: it ies 72 Figure 52 HOA Stormwater Guide Pag e 3 A HOM EOWN ER GUID E TO STORMWATE R DETENT ION P OND 1MA INTE NANC E INSPECTION CHECJ<I.JST c:J,,,,:kliscll.red ~ i.. ,p~:i/lc to yaur slt.e, >llcl,.,, ,:1,o,...., p,v,;·dm Pl yru,r ILlbdM,/,a11'> O,,amr:ioo '71d M:wi""""'°"J'lo" Dat e: ____ Detem.ti.on 1Fa ci1i,ty: _________ 1n sp ed ed lly: _________ P'Jio ne:: ______ _ liype of ,fiu,i l'ity: □ Dry E'o n:d □ Wet Pen d □ Outf-I liype o f Inspe ction: D Routin e D ost -Storm 15SUE PROBLE M NOTEO--? STEPS TO BE TAHEN DATE OF YES or NO COM PILETION Are a[I st ru ctura l oo m;p onem:s w orting p ropen yi Is w at er flow in,]:;' o ut o ' the outilo',V ll(Pe? Are tlle.e any cra cks o r da mag ed a raais ori iin le , o u ow p ip es ? Sp il ti,,ar, w eir: ~ Do es. t h e g rass need to b e artJ' ~ Has unwa11 t edi v egetat iori g,rown over ~,, V tile o u , ow o r-i111 letp ip es; 0 ¥ergro w t h o f algae l'lllt edi? ' ~ lnvasi'11'e plants n ote,d : .A. ,, A rea s tti:at n eed t o be ..,,_ ,- r es eed ed/replan t ed: Are lih er e s(~s of ero:!iicm? I~ Is 1!h er e n otkeab r.e sed iment ation - ~'' ,e b asln : rn ne in lE!' o 01'/1 s ign s, o f pn llution.? (Oi ly s!h een , foam, etc.) Si~s, o f van.d ali.s m: Si~s o f pests? {B.1.mmwing ,, n estin g, fir e· ant hi'Jl s;} Ollier Comm en ts/o:b:sewation s: rn~idecl tJ.y the W eelk.s Bay i=o un datian a d the We.elts IBay "1i ona l Estuar ine Re,siea rch Reserve lllro g)'i co llaboration w ith t he coa st al Tram i n,g Prn;g,:am a id oca l m un icipal it ies 73 Figure 53 HOA Stormwater Guide Page 4 A HOMEOWNER GUID E TO STORMWATER DETENT ION PO D 1MAINTENANCE FAIRHOPE RESOURCES FOR STORMWATER QU ESTIION5 ~ ·c11 ard Jo rno111 Rich ard .joi m son @ fa i hop,ml,gov (i!.51 ) 928,80 05 .2Dlm EPA St ormwater Pro gmam ttps:Jf1n•ww.epa.;go11l'n pdesJn pde,o_;..ste rmwat er-p n>9am A Daf M Starmw arer ://v,ww.ad em.state,a l.us/programs/w.a.tertdefau m i NOAA h ~:Jj'www.n oaa.go•,r}re,so uroe-co edio ns fw at:ersh.eds-ffoo cfi n g•?ollutio ?omen s of the co.n t ent o f this d oCl!l mem are base go esto t h,e ·o llow in ~ :·ng informa ·o.n fro m othe:rstormwaterprograms. Sp e ·a1 t hanks cana.n Cit y stormwat er E>rogra m "Mainni ning Dete on on d.s "' oregcm Depa ent o • n-a n sp ortation,, ~Mam t e rna.n c:e Re,q ·rements ··, r w at e. quality Feawresi ' Cit)' •• Po rt m l Orego n, ~s.tormwate;r t an:ag emen,t F:icil[ties Op eration and '-ainten ance for Priv ate Prnpert)' o w ners" • ro \•id ed by the w eeks say ~o.undaticm an d the w e.as IBa )' il1ioo al Est ua rine Res.earch Res,e]71'·e- "Jbrol\!:h co Dabora t i'.o n with d t e Coast:a l Tr.i in i:n g Prog ram a oo a.ca l m un icipal it ies 74 POST CONSTRUCTION STORM W ATER MANAGEMENT, CONT. ➢ Measurabl e Goals: 1 . One Y ear Goal: Community Ev ent for Stormwater Educ ation Responsible Department: P lanning and Zoning Department G o al: Facilitate or support community event: hands on event related to post- co nstruction storm w ater education (such as Earth Day watershed exhibit) D u e : December 2021 2. One Year Goal: Cre ek/S horeline Assessment by Kayak R esponsible Department: Planning and Zoning Dep artment Goal: Conduct creek or shoreline assessment via kayak to look for pipes , pollutants or sediment discharging into the creek or shoreline, and obstructions in the creek or shoreline. Due : December 2021 Figure 54 Planning and Zoning Staff conducti ng shoreline assessment, Fly Creek, September 2020 75 7.0 MINIMUM CONTROL MEASURE # 5: P OLLUTION PREVENTION / GOOD HOUSEKEEPING FOR MUNICIPAL OP ER ATION S ➢ Requi rements: Develop and implement a program that will prevent or reduce the discharge of pollutants in storm w ater run-off from municipal activities to the maximum extent practicable. The program elements shall include, at a minimum, the follow ing: An in ventory of all municipal facilities that hav e the potential to discharge pollutants via storm water run-off ; Strategies f or implementation of BMPs to reduce litter, floatables and debris f rom entering the MS4 and ev aluation of those BMPs annually (includin g a plan to remove litter, floatable and debris material from the MS4); SOP for mu nicipal activities; program f or inspecting municipal facilities for good housekeeping practices; and a trainin g program for municipal staff. More details on these requirem ents can be f ound in the general permit. ➢ Responsible Persons: Planning and Zoning Department; Building Department; Public Works Department; Golf Course; Recreation Department; Gas Department; Water and Sewer Department; Electric Department; Police Department; Fire Department; Mechanic Shop; City Hall; Water and Sewer Director; Community Development; Special Projects Manager ➢ R ationale Statement: The City of Fairhope has many departments within its own authority. Those operated by Public Works are noted, City facilities include: • Mechanic Shop (AL0000324764 )-Public Works • Waste Water Treatment Plant (AL0020842) • C & D Landfill (Permit #02-07)-Public Works • Quail Creek Golf Course • Recreation Department • Gas Department • Water and Sewer Department • Electric Department • Public Works / Recycle Facility / Transfer Station • Greenhouse (Nichols Avenue & Public Works) • Police Department • Volunteer Fire Department • City Hall / Civic Center • The Haven (Animal Shelter) • City Marinas: o Fairhope Docks @ Sea Clif f Driv e o Municipal Pier 76 POLLUTION P REVENTION / GOOD HO US EKEEPING FOR MUNI CIPAL OPER ATIONS, CONT. All department heads / directors are responsible for pollution preventio n / good housekeeping in each respective department. This is im plemented through weekly or monthly staf f meetings and training. The Public Wo rks Department Sanitation Officer and the Planning and Zoning Department Code Enforcement Of ficers periodically monitor the Public Works f acility and maintenance / shop areas, to en sure compliance with the City of Fairhope IDDE program. An y deficiencies are reported to the Department Director. If not resolved within a timely manner, inefficiencies are reported to the Mayor for resolution. The City of Fairhope provides garbage, trash and recycling pickup weekly (garbage twice w eekly ), and this aids in keep in g our storm drains clean. Daily street sweeping operations also remove debris from streets and storm drains. The City of Fairhope owns two marinas: Fairhope Docks at the end of Sea Cliff Drive on Fly Creek and the Fairhope Municipal Pier. The Fairhope Docks marina is owned and operated by the City of Fairhope. The Fairhope Municipal Pier marina is leased, together with the building housing a restaurant, and the lessee manages the marina. Both facilities offer boat slips. Both areas have sew age pump out facilities available. Fairhope Dock s is following Clean Marina guidelines w hile undertaking necessary repairs and renovation work. At this time there are no industrial or boat maintenance/repair activities listed for either marina. The City is considering provid in g dry storage and/or a boatyard. In the case of the boatyard, the lessee will be responsible f or acquiring ADEM permitting. These City facilities operate under the following ADEM Permits: 1. Mechanic Shop, 560 South Sectio n Street (AL00003247 64 ) 2. Waste Water Treatment Plant, 300 N. Church Street (AL0020842) 3. C & D Landfill, 555 South Section Street (AL 0 2 -07) ➢ BMPs / Mechanisms for compliance of pollution prevention / good housekeeping: 1. Employ ee Meetings 2. Pest M anagem ent 3. Waste Management Program (Garbage, Trash, Recycling, HHW) 4. Street Cleaning with Street Sweeper 5. Storm Water Project work by City Employees 6. Field Guide for Erosion and Sediment Co ntrol o n Construction Sites in Alabama , by Alabama Soil and Water Conservation Committee and Partners 7. Dedicated Wash Racks for Vehicles 8. SOP for Municipal Activities 77 POLLUTION PREVENTION / GOOD HOUSEKEEPING FOR MUNI CIPAL OPERATIONS, CONTI NUED: B MP # 1: Employee Meetings: Employee meetings are held in most departments monthly (and in some cases weekly), and housekeeping items are addressed throughout the year. BMP # 2: Pest Management: a . Certified Pesticide Applicators: Pesticide, herbicide and fertilizer application is overseen by certified applicators, in the P ublic Works and Golf Course. Two employees within the City of Fairhope are currently certified through the State of Alabama Department of Agriculture and I ndustries as certif ied pesticide applicators. This specialized training ensures that pesticid e, herbicide and fertilizer application on City property is done in accordance w ith manufacturer’s recommendations in the most en vironmentally friendly method possible. Applicator license (3 year) certifications inclu de: a. P ublic Works, Landscap e Superv isor b. Golf Course Grounds Supervisor c. Parks and Recreation Director b . Mosquito Control Program / Source Control: The City of Fairhope Mosquito C ontrol program is a sea sona l spray program using a C eda r Oil based spray dispensed road side from a City pick-up tr uck. The MSDS for the cedar oil spra y is avai lable on the City website. The C ity of Fairhope Public Works Depa rtment spra ys areas in the ci ty limi ts weekly during mosquito sea son. The City of Fai rhope Public Works Department maintains a “no spray” list for those resi dents who prefer not to have their respective right of way a r eas sprayed. Source control is encour aged. https://www.fa irhopeal .gov/depar tm ents/public-works/str eets-and- construction/mosquito-control Figure 55 Mosqui to control information f rom City of Fairhope website MOSQUITO CONTROL '"'-"'f---------.--•...-,~---.. -~----,.. .... ____ .,, __ ., __ .._ __ ..__"-.. ~ -·--··--•-·...,._-~-------.... .....,_ ,1 .. .. 1wwwM.t,111!11,t1.,..,...._ _ _,.llli.i,,.-... ~_, __ ,..__...,._ --...... •~••w-~ ..... -.. ...__..,.-1-.. ... -... --•--'""---.,,.., ___ .., • .,.~ ... ~-~-d--__ .,.,....._.._:n:: ___ ........... ~ .. ~--...-.--... -~"' .. .,......_,. .... ,,.,.. g,-... .._ .......... ~-,-.-·~--"""'"".------ir.. ........ -!f~•---~---•-.. -·.._,.,_ .... _ ,.,... __ _ --.,.,.~-..... --...-._. ... _,.,_,... ....... _-;,.,.a..,..,.._,... __ ______ ,,... ________________ _ """~dr--•-~-.... •-><>•V-~,.._,O".a__,.C,__ __________ ...,,,. _____ , :m&nw Mt milttteif ll"fltW J11t•r1 w----•-----~-------r..--,..,.._...,.,... _ _,......._..,.,...,. ___ .., "-••·•-l'W1f--"cffof'dr<I~~ ...... --,,.,..,.,~.,,.---____ =""'...,.. .... _..., .. _ _..., ___ .,,._ --..~~"'"""..._,. ... ~..._._..._....,.......,._ ..... _,.. __ _ :.,..,-;:::;;;~~;<"~~-z=-..:::::~~:.:~':'' -... ~ .... -------... ~--•1D11_11 ____ ..,, __ -W.<11>.-~-,,,,-~.,,..-· ..... --..... -.,,,-~--· __ ,...._.__, fflO""l:t,S..,...,,__,....,.._.....,,,,.,,... ..... ,llth""ll-ol~Wt-iroll .,,..,..._~-o.,,,;r~nr,o"'l'......,.,.,ir..,..._•_._.....,._ .....,ov.,-.-.--. --•--,1111,1_1111 _ _..,_,..,._,-1o_._ ____ u, --~-..... _,.. __ ., ____ ..._ __ t.-.-_._._......,, --~ ... ,_,_...,,.._ __ ,.._.. ,,._, __ .""~'·''':of ___ _ ---~-·----Thlo .. ,._,_,q: __ ...,.,..._. ---~ l!•- _ID __ .. _....,!.u-otUir~llfu.M-.tJYM.-........-. :..1.41~ 78 P OLLUTION P REVENTION / GOOD HO USEKE EPING FOR MUNICIP AL OPERATION S, CONTINUE D: BMP # 3: Waste Management Program: Ga rbage, Trash and Recy clin g Pickup: Recycling is pick ed up weekly, curbside for residents and commercial businesses. Based on recent years averages, about 1,500 tons of material are recy cled annually (paper, cardboard, glass, plastic, and metals). Yard waste is picked weekly from residents and placed in the City yard waste pile (at 555 South Section Street) for mulching, grinding or land reclamation ef forts. Based on recent years’ averages, about 30 ,000 cubic yards of yard waste (organic) material are removed annually from res id ential right of w ays, contributing to keeping the storm drains clear f ro m debris. Garbage pickup is offered two times per week f or residents, and up to five tim es per week for commercial businesses. Based on recent years’ averages, about 9,000 tons of garbage are removed and disposed of in the Baldwin County sanitary Magnolia Landf ill. There is a drop off site at the Public Works facility for trash, HHW and recy cling. There is also a Transfer Station f or garbage. R ecycl ing Facility / H HW: The Sanitation Off icer (Public Work s) is responsible for overseeing these areas are kept clean and ensures there is no illicit disch arge from these activities. Tires, HHW chem icals, motor oils, electronics and anything that co uld contribute to an illicit discharge is k ep t covered, to the maximum extent practical. Residents and businesses are en couraged to recycle. M echanisms for education include: 1. Mobile Area Earth Day; E-w aste recycling event (April) 2. America Recycles Day; E-w aste recycling event (November) 3. City web site (www.fairhopeal.gov) B MP # 4: Street Swe eper: The City of Fairhope Public Works Department owns two street sweep ers. Streets are swept daily in the downtown area, removing sedimen t and debris from the roadways, and storm drains. Other main streets in the City of Fairhope are swept weekly. B M P # 5: Project work by C ity Employees: City departments are req uired to obtain City of Fairhope construction / land disturbance permits (as well as any necessary State and Federal permits) for planned projects; City projects are held to the same standards as other projects. The Code Enforcement Officer (Planning and Zoning Department) and the Building Inspectors (Bu ilding Department) ensure that erosion and sed iment co ntrol on construction projects are done in accordance with City of Fairhope BMP standards (which f ollow the Alab ama Handbook). The Right of Way Inspector hired in 2020 monitors and enforces erosion and sediment control on city right of way projects as well as other utility projects on the right of way. City of Fairhope crew leaders of right of w ay and utility work are given the Field Gu id e f or Erosion and Sediment Contro l on Constructio n Sites in Alab a ma as a ref erence tool. 79 POLLUTION PREVENTION / GOOD HOUSEKEEPI NG FOR MUNICIPAL OPERATIONS, CONTINUED: B M P # 6: Field Gu ide For Erosion and Sediment Control on Constr uction Sites in Alabama , by the Alabama Soil and Water Conserv ation Committee and Partners, is a pocket size pamphlet available to contractors and other permittees on request in the Building Department. BMP # 7: Dedicated Wash Racks: Vehicle / Equipment Washing: Employees in all departments within the City are instructed to wash vehicles and equipment only in des ignated areas, which are connected to the City of Fairhope Waste Water Treatment plant. The City curren tly has seven (7 ) designated wash rack f acilities, which discharge into the Waste Water Treatment plant, within its operation. Wash rack facilities include the main wash rack at Public Works (555 South Section Street), the Transf er Station at Public Works, Founders Park Maintenance Barn (Founders Park, Hwy. 44), and car w ash facilities at the Police Department (107 North Section Street) and Fire Stations. Fire Station addresses are: Station #1- 198 S. Ingleside Drive; Station #2- 19875 Thompson Hall Road; and Station #3 - 8600 Highway 32 (Airport). Direct or o r department head of each departmen t i s res ponsibl e f or overseeing the pr oper washing of vehic les and eq uipment in his / her respective d epa rtment. The Public Work s Department has a “Tire Rinse” station (open grate drain) for the rinsing of mud and sediment from bulldozer tracks and equipment tires. This grate drain has a sediment removal basin, w hich is cleaned out annually by the Public Works Department. There is signage at this basin stating this is for “Tire Rinsing Only”. Vehicles are not allowed to be washed off here, since this drains directly to Tatumville Gully. 80 POLLUTION PR EVENTION / GOOD HOUSEKEEPING FOR MUN ICIPAL OPERATIONS, CONTINUED: BMP # 8: SOP For Municipal Activities: In 2016, Public Wo rks created a Standard Operating Procedure f or their activities (revised in 2018 ): Figure 56 SOP f or Municipa l Activities Page 1 1 , [~liti!l il . b . c, d. r. iicm: 111-.Jnl l,,.n !1"'11111.it c1 cu lw!S J J!a!cl • 1d ilt-i, • ~ ro 1.<t>n rral se-Jfirn"'"' It! _ 0111 , ~., Ill~ e~ ft! ~" '!!~ ~it reeJy <111 lf!i.,rn ic ~rvn i~lll' m lhie 1t1:mt!m1 uf fl., upeirui,cr m-e ,.ircoim •• ~: e w.~tl,e-ii 11 r in.u,ij aiJt -ch ,fol(',. 1.i.e_ S41ff1:.lb<im f• Im" by If,-, cl!f fur ~II c11)' ""'1,iclf=.S'~ Ii i Jt, • WJtt,i pr.,,-..a thru,.tlr a 8"" 1fn!.n i1J.S .,,e111.,11t a pum11 i,. u:fiTitem ! I, • ,~I led II li~d l11m f e ity ~ 1!er,r-,!:1!,ll1 _ ""'"led nr<>Vie J !i\l paotltt.i ltiri,;,. debri,.. A wi. tli., d . IL le.i~1 10."" rc1n'h1oi1r rnlitd ,n.l d t ai a I IH:er wi, Int thi,, d lr ,1i 11! :.,: !Jimilllll l e /...:lie Ji,.11'1 ns,jru.i !11:<n'.,IJ"'" I lo !N;llR I ◄ WI d-Ji<i:i!,pM!d Uhdit'p' I~ ,d b . Gt -item, fonr d p1»~1 .omil ,m,n.1.,., ,c..,.,,ni,d .,i; lli"' l.l're or pruce:ed1<1~ lµ lifl d rop o • .area., Tire gll!<! tt ·n. !b l'i:s.U ~ rli.l t 11-!l Hll~•ibiti!!d items.sue!~ a:s o:,1!<5>:lh le a , p t.'p'li . c. JI.II r>d s.tor"'11 UrP orr t rnh!r s lcn. 11.i!m; rm ij,l,:, CJzlr,t, (<1 il • t hlm 11i. • r •· ctcr uTh , cccki ng oil, usehclo! ms uc~l i, •• rid 1!-h,1:1'llll1 lt ii. li 1e<1n .a.T I!: dlrcp ped Iii 11.! ., • mFfy 55-gi!. lorJ drum-,,bef d~5sl rfi:z t li:111'. in,f i=r .,_t H,011 flr, t i,., cuno • ' •b PP"' lµ Ill ' ijtp1 wl'I h II r• u ,,.,~ or;; ne.~deii . c. A111y ~p •!!! 6 o, t1>111it!sll • j:1 las1it It er.1. I.! d 1:-d rtJ;n , <hid "Y w;~ J1.1w wcu : !be =Jiil!IJtl!C by 1,; bul -.1, n1rai1 •~ ,•r-,!ier.t I l t,. luJ lly l:l!J'i11 r l!ll b~ tile! cit~· .lil!IV3 i,_ .i y;,i! •m 81 Figure 57 SOP f or Municipal Acti viti es Page 2 ~-i i !I : .i~ ~!lii!le: ts-l1i'I br" ilil r ~ n r e: ,clu i!: :i 111um i ll'I I fe;e _ b. i i iret .i e: .5-'luJ\~d i 111 .i 00¥~ ~d !Sfii!'ill bd;u ~ h ing h:m:l;e!d i'.nit;u, !Wnra!l i ll'ler , illli!!i ,IJi r bc:t w:1111!. ni!I hl.i u ~d ;u it;u, ;:i a!:r • d !I ·11.8 cili t'(. 4. limlifill 11 IPllllii .i~ .ifa-t;:i · J;e!d d ·ily nd we;e by 0&•.i,lk diru ul!! i litp~ 0 1!1 •Ui~ttltCJ*'· b. C. ;e!m Ip ~e;ell; r e: 't.i.15 i:il witfi 1e g~ll'l@r I re p1!11UL j litv w pick lllp n i tte, f. S'tr@~ me~ p·n -ci:m~titJ1Jte.s. th,~ l1i'I JC!r' 1ll'llll t ,lliWfln:I ~~ping .s-(1 Ii~ i i s from ,~11'1~ • g ttle City'!!. storm 1..-o:1 t~n:I I' • .•-e i.yste:m. ;:i lb..ng 1v-ithl so lid w~~ cfl ~ct iflll'I d1.nl i11.8 lllt o:1 sh pie -,up illl mes. ic fii!:lp ke ,IJilJlr tre ~ 111 ;rnd i!:!!11.1 tfie o:1 lli'lalllnt a a ull.l~d !!.term w;:i're ll r unoff from ·~n,,i ;e! City ape ·ii 11.1es t'A'lll ~t r !!<~ .s.wt!<~ p-ers. fii!' tweep~e ,11,..e ;:i, fo:~d r cutt i!' :I.. IPlll . ',!,•~pi g pl;:i11: ll CIWIII ii ll'ld .e.i I :I b. All !Sl!lbd i'l0 H;un flll'ld streets-bu i lt t ini:i!: :11.99§. ;:i -~ .5-',!,'ept ant~-ii~ r Eie tw~l!!!n ;:i,n 0.cll.ll!ll:.-i!ll ,IJi r • ni!!e ~d . I ~ 1'1J.l!.I d s , yum , i" sc e u1li!' U111rtil str-ee-t tr>!!i!'.S-1' ch i!I ti,~· •ht c. h,~.11 s , Iii 111.\ed co t ;u Iii _g.er • .s.t r i!:~ts •• sfde Ill find A{pi il. ,e sii i!' .s.t r i!'~ I be: mept cnci!: b.~ ~ d. d. • Fni"t ii_nd 11.1 lf,, e: -• 111 i;:i • ogwacd. ;:i~ W~rifl. Si!':i Cl iff, City ;e! • • r i!:ill ;:i ~'fl ; !i:tr-ei!:ts-;:ire sw~ p ,~ l'i~ id-id-Ap.til ;u • g thli=-Li\!i!' O;:i k l @.i 'sl!;:i son ll;i!' pt m 1:.-i!II', ID .i!:r .ind hll'llll ry nd Once: b -IA' ·1 a e,_ ihe: .s-wei!:p~ dump li ~r fl~t!!!r !l\'i·~ep ill'I -, ,1Ji111 ·t ·, p;e! • llltiill'lt f s~ti on er dBfJct;:i i nt.a i!I lll li d w:isti!! I n II. 82 Figure 58 SOP fo r Municipal Activities Page 3 2. flwlii Stre~t M11~ril!il!!.: Wa r de!l:i 111!!d ii !J.'llD m t i!'r m.11 lfla.8i!!nfll!!r1 t p r1 Fe r Ie fill yda~• y r i!I . Thi!! !l:ite dlr ilug~· pl it 11 o-1' ti ~ •i u;p, cr~ll ti • • • clu lfllfle l i!' b~ti· 1d :t i ~ Jo th. hie c r (Jie r lii d rn u11cle -r fli:mi!I iK u;ie.es. ils d " -~.i~cl il!u; th~· IJSi!'.. lie a l a,w · • Ii ir1 t Stre ~:t -• ll j • •• 5 f~ lflt Ie l?l!I -s rd . Tlii!! ft ibli!' ·t w1 ... @hl i cll!!.S-~P l all ill it l'l d hli!' nfl t i!'r i a l it plflcl!i • • a ~•11 sh awl d ull'in g 11'1 t ta Ie m is Iu:,t cc d pct.l!!n ti11 ilu; 111: i u;r ~'i'it tt:r . b. u.i a1 i i ck a 11 dl ry 11 111~• sto ~relfl tia 11s a11cl ll liis id a r dal!l!l-~u; ll'~u;r m wfl t.l!!r. c. Stre~ts -r1d Calii tr11.Jctiolli: DU1 ri 11g Pull i c Wa .s-.!l-'llt ~ds 11ill c,o w u cti cr1 pre · ct s ll I11'118 i I1t o Y. p~li'Sflll'lll'le l ut~· l!J • P pl1J11 s I t c II far wfl ttl e , lli . bi1,I~ r1ill i ilt e 11 Ci l'lg . e p lll I m b i!' .wllimi ttei!I ~er ppr1:1 "8I lb'( th.~ bu i li!l i r1 -d epart ~liit a n l;:11,gi!' prcj~ct.ll. h.~ this. pl;:1 11'1 is-s1.1l:11r11J iEtl!'d~ i tri ~er s re ulflr i n.s,p~c tia ll'ls Fra r . Afll!!r l'I Y r igllil o • w~ p r oJ ~ct i s. eompli!!t i!', :.u;ill e r lli er-os i all'I . Tlie su1p~ i:.1n er :t it~ piPj t I!'•~ 'l'ir ar1me11~I • iMtfl ed tc p -,~.._,~lfll Ill. Lit lii d sc it pe O perati er1s i . De br is lf!.l!!ma¥il l: 2.. A. Geme rll ti c Ill c f c r g ll ll'l ii .. • • • • App li c A. B. C. D. [. gu l ;:n' ~ ll'i s... imm ir1 • ll lfl d pnm i n fi r ily lb:J, city mUJ lchl Fi e ld . Gcy i ll -~ ocati!'d Olli thl~· 111 11 ids ~•hli!'r i!' \!i!'gl!!t11 'lin,i!' ~:iuris. it ii lid sp re l!d D U', co ,.,e re • t i111cl OWn pl!<eite d. I!' eb -is-.,~,:ii n1. lie plil cted S dlllf~ ~r ~i!'k ar1 (fie it e tedl!l li!' 11;S crwillg. b ll'31ii h.'11 Di!'cl i ~ei!I i!'nflp '(<!!I!! ri'cle ii 11'118 line ru:ut~!l: ;:111cl ool l~ Ie r l!!ll • mew~d . ti om D'f P~st i cidl!!i 11 11d ~~rtil i'ienl F,u;ll aw. thl e St.!iti!' Df Allfl bil a r u l e ii ll'l d 111~g1.1 h1 "u;nJ.: A ll p~:.t i cidB ;:i md cliiem · I e r • i ~rs a re i,t o r eill i r1 a • inal m it ~d i 11e r i . A ll . 1@m ·c11 I . o 1U1 ilfll!!r ;:iJ\~· ke; ir1 il1 lc d i!'ill !J.'llu;n1 i!' 11 se is m"' 1itt u;r l!'i11 ~ mttim@d ll 1d c~ iFii!'cl ~m plcye ~5 ell' ll PPE'tl'l'~d pplicatiar1 p co~d11J 1',~!I;. A ll em c:Or1 t1J j ~J.s-~ lll'ipli!' ri 11sl!'cl Ier1 ni'lpt . l'I Y IDilsl!ICl!>ll l <ll'F C'11Jlit ll l e r s w.il l e:c • to ,~ r ~ e r· Stll 0 1.l'R iu;r dispai.:ll l i n Mi ll srwli Sp ri ne: l1md fil l 4a.1J1 • i 11i!'r !l:, rn • ucl i n . ~•,uslieill i111d ~mpcy colii t ims Ca n t ir1~ ~ n.D"t ll =d rn ti ~-ucy C&D 111 d f ( F. Ar1y sp i .H-~ a l' •11'\!e<J .i . i!'5 re ccr1t1;1 j n.~d r1d SUJ bmi ~d i 11\\u; t hi!' city Iii -n :t aws Eiau:.~ 10 cl I!' ci lity,, t t c r~i!I m ~Sy_;l!I I 11'1 d ll'umt, r1d t l!l ed a..-er· il!a it ll'I • !Id uslr fa l emic:11 1 83 P OLLUTION PREVENTION / GOOD HOUSEKE EPING FOR MUNICIPAL OPERATION S, CONTINUED: ➢ Measurable Goals One Year Goals: 1. G ood Housekeeping / Pollution Prevention mem o for all departments Responsible Department: Planning and Zoning Department G oal: Create and send out a memo to all departments, reminding employees of good housekeeping or pollution control practices (Planning Director) Due : December 2021 2. Dry Weather Screening of Publ ic Works Facility R esponsible Department: Public Works Go al: Conduct dry weather screening of the facility at 555 South Section Street, to ensure rinsing activities are in designated areas; recycle and drop off materials are properly managed and co v ered; and to ensure Public Works activ ities are not contributin g to illicit discharges . (Public Works Dept. Sanitation Officer) Due: December 2 021 Figure 59 Aerial of Public Works Warehouse and Facility, 555 South Section Street 3.Recertify Pestic ide Applicator’s L icense #2002077 R esponsible Party: Golf Course Superv isor G oal: Renew Commercial Ap plicator’s License D u e: December 20 21 4.Recertify Pesticide Applicator’s L icense #2002057 Responsible Party: Public Works Landscape Supervisor G o a l: Renew Commercial Ap plicator’s License D u e: December 2021 84 PLAINVIEW DRCOUNTRY WOODS DRSTATE HWY 104 LAWRENCE RDVERANDABL VDWOOLRICH AV MOSLEY RDHOLLOWBROOKAV ROUNDHOUSE RDWAKEFIELDAV CALIBRE STSTATE HWY 181CELEBRATION DR MISSION TRC BELMONT AV NORTHSTATIONDRVANCE LN PILLARS STJO HN D EER E LN CANYON DR CATANI A AVTI FTON WAY HIGBEE RDO RNATE AVCity of FairhopePlanning Commission January 4, 2021 ¯VERANDA B LVD NAP LES AV TURIN AV CELEBRATION DR MISSION TRC PILLARS STAT RIUM AV STATE HWY 104 CATANIA AV ORNATE AV SD 20.54 - The Estates at the Verandas Legend COF Corp. Limits PUD - Planned Unit Development R-1 - Low Density Single-Family R-2 - Medium Density Single-Family COF Planning Jurisdiction ¯ ¯ ^ Project Name: SD 20.54 The Estates at The Verandas Preliminary Plat ApplicationSite Data: 14 lots / 1 remnant parcel / 178.5 acresProject Type: Major Subdivision (Village)Jurisdiction: Fairhope Planning JurisdictionZoning District: Unzoned County Planning District 14 PPIN Number: 64685General Location: 3/8 mile east of SR 181 / SR104 intersection on south side of SR 104 Surveyor of Record: Victor L. Germain, PLS Dewberry Engineers, Inc.Engineer of Record: Justin Britt, PE Dewberry Engineers, Inc.Owner / Developer: Albert Corte, III Bruce A. BiglerSchool District: Fairhope East Elementary School Fairhope Middle and High Schools Recommendation: Approval with ConditionsPrepared by: J. Buford King PPIN 64685 .... • • ttttt ~ 1fff l. List of Associated Investors Corte Development Inc o Albert Corte, Ill Bay Area Develope r s, LLC o Bruce A Bigler (J Dewberry· October 27, 2020 Mr. Buford King City of Fairhope 161 North Section Street Fairhope1 AL 36532 Re: The Estates at the Verandas, Phase I Subdivision Preliminary Plat Application Dear Buford: Dewberry Engineers inc 251 _990-9950 25353 Friendship Road 251.990_991 0 fax Daph11e, AL36526 www.dewberry.co111 Please find enclosed our Application for Pre liminary Plat Approval for The Estates at the Verandas Phase l Subdivision. The attached documents are summarized be low: • Check for application fee fo r $4250 ($2000 + $2250 ( 15 lots at $150 ea.)) • Application for Subdivision Plat Approval • Agent Authorization Form • Preliminary Plat Application Checklist • List of Adjacent Property Owners • Certification of Property Owner Notification List • Copy of Error and Omissions lnsurance • AvailabiJity Letters from Utility Companies • Operations and Maintenance Plan • Drainage Calculat ions • Water Model • Subdivision Pl at (2 copies) • Aerial with topographic overlay • Landscape, Pedestrian, and Street Tree Pl an • Construction & BMP Pl ans (2 sets) • Traffic Study • Pdf copy of Subdivision Plats If you need any additional infom1ation rega rding the preliminary plat application, please advise. Sincerely, Dewberry Engineering Inc. /) ~-~ Staff Planner Cc: Estates at the Verandas File (50131350) ::,"'.i" I • I CITY OF FAIRHOPE PUBLIC WORKS PO DRAWER 429 FAIRHOPE, AL 36533 251-928-8003 02058 4 -0001 Emily B . 11/10/2020 03 :44PM MISCELLANEOUS SUBDIVIS I ON (SUB) 2021 Item: SUB 1@ 4 ,250 .00 SUBDIVISION (SUB) 4 ,250 .00 Subtotal Total CHECK Check Number 1652 Change due Paid by : THE VERANDAS , LLC Comment s: SD 20..54 4,250.00 4,250.00 4,250.00 4 ,250 .00 0.00 THE ESTATES AT THE VERANDAS , PHASE 1 PRELIMINARY THE VERANDAS , LLC 1507 CAPTAIN O 'NEAL DR DAPHNE , AL 36526 555 S SECTION ST , F AIRHOPE AL , 36532 http ://www .cofairhope .com CUSTOMER COPY 1 SD 20.54 The Estates at the Verandas Phase One – January 4, 2021 Summary of Request: Public hearing to consider the request of Dewberry Engineers, Inc. on behalf of Mr. Albert Trae Corte of Corte Development, Inc. and Mr. Bruce A. Bigler of Bay Area Developers, LLC for preliminary plat approval of The Estates at The Verandas, Phase One, a 14‐lot village subdivision. The village subdivision approval preceding preliminary plat approval was Case number SD 20.48, and was approved by the City of Fairhope Planning Commission on November 5, 2020. The complete development will be 49 lots, and renders previously‐approved Phase 1 and Phase 3 of The Verandas null, void, and of no effect. The subject property is located on the south side of State Highway 104 approximately 3/8 mile east of the SR 104 / SR 181 intersection. Subject property is within the extraterritorial jurisdiction of the City of Fairhope in unzoned Baldwin County, County Planning District 14. The criteria for a Village Subdivision is a component of the City of Fairhope Subdivision Regulations and therefore final approval authority of the Village Subdivision resides with the Planning Commission – the City Council does not consider or rule upon the Village Subdivision site plan application. As a result, Case number SD 20.54 is now before the planning commission for consideration based upon the prior approval of case number SD 20.48. Subject property is adjacent to properties within the City of Fairhope to the south and east and is thus eligible for annexation into the city, though annexation is not requested at this time. The exiting Three Circle Church campus is immediately adjacent to subject property on the west and phases 2 and 4 of the existing Verandas village subdivision are located east of subject property. The maps below include a zoning map and aerial image depicting adjacent properties. Legend COF Corp. Limits COF Planning Jurisdiction COF Zoning PUD - Planned Unit Development R-1 - Low Density Single-Family R-2 - Medium Density Single-Family BLUEBERRY LNPLAINVIEW DRSTATE HWY 181LAWRENCE RDVERANDABLVDWOOLRICH AV CHARIOT AV EASTBROOK STC ALIBRESTCELEBRATION DRMOSLEY RD WAKEFIELD AV MISSION TRC SKY LNCOUNTRYWOODSDRVANCE LN PILLARS STFRYE LNBELMONT AV STATE HWY 104 JO HN DEERE LNSHADY GROVE LNCATANI A AVTIFTON WAY HIGBEE RDO RNATE AV I\ N 2 SD 20.54 The Estates at the Verandas Phase One – January 4, 2021 General Comments: Once village subdivision site plan approval is attained, the preliminary and final plat process is utilized much like a typical subdivision, with the approved Village Subdivision site plan governing the development of the village subdivision. In accordance with Article IV, Section F.4. the village subdivision site plan approval stands for six (6) months during which time a preliminary plat for at least the first phase of the development shall be submitted. Subject application satisfies this requirement. The complete village subdivision approval includes 49 lots comprising 178.5 acres, resulting in an overall development density of 0.28 units per acre. Drainage Comments: Post development runoff, based upon 2, 5, 10, 25, 50 and 100 year storm events is less than or equal to predevelopment runoff Four Low Impact Development (LID) techniques are proposed resulting in a Total Suspended Solids (TSS) removal of 95.5%, which exceeds the 80% required by the City of Fairhope Subdivision Regulations The engineer of record (EOR) reports there will be no downstream adverse effects and the drainage design is in compliance with the 10% rule A wetland permit has been submitted to the U.S. Army Corps of Engineers (USACE) related to the wetland crossings indicated on lots 5 and 6. See conditions of approval for more information. STATE HWY 104 LAWRENCE RDVERANDA BLVDCELEBRATION DR MISSION TRC NAPLES AV TURIN AV HIGBEE RDPILLARS STORN AT E AVATRIUM AV CATAN I A AV -..-j ' . i ,.-. ' ~ .; '.,, -' N 3 SD 20.54 The Estates at the Verandas Phase One – January 4, 2021 Recommendation: Staff recommends APROVAL of case number SD. 20.58 The Estates at the Verandas Village Subdivision Phase One. The recommendation of approval includes the following assumptions and conditions: conditions: ASSUMPTIONS 1) An ingress/egress easement is reflected between lots 11 and 12 as required by Village Subdivision approval SD 20.48 and a gate is proposed across this entrance. a. The gate has been approved by the City of Fairhope Building Official and a drawing of the gate with the Building Official’s remarks is included as Appendix “A”. 2) Retention Pond a. Retention pond side slopes appear to comply with Ordinance 1444 which requires 4:1 slope or less. b. Retention pond discharges to a natural conveyance system that is connected to a public conveyance system along SR104. c. Staff memorializes the hold harmless provisions of Article VI, Section E.1‐2 for the City of Fairhope and its staff. 3) This recommendation of approval assumes approval by Baldwin County shall be reflected on the final plat and as‐built drawings regarding the following: a. Acceptance of proposed building setbacks b. Acceptance of the 50’ ROW with no curb and gutter 4) Memorialize no greenspace is required by the Village Subdivision approval SD 20.48 5) The City of Fairhope Sign Ordinance approval process shall be followed as required by Ordinance number 1537. 6) Red Oak street trees are accepted by the City of Fairhope Horticulturalist. 7) Fairhope Public Utilities (FPU) advises that if natural gas service is desired, gas mains shall be installed by the developer by qualified personnel. CONDITIONS OF APPROVAL 1) Right and left turns shall be installed along SR104 during Phase One of the development and shall be complete prior to final plat approval. 2) Acceptance by the City of Fairhope Planning Commission of the applicant’s request for wavier from Article V, Section D.3.f “Streetlights” to accept the requested streetlight exceeding 15’‐0” tall from finished grade, not to exceed 17’‐0” above finished grade. 3) Acceptance by the City of Fairhope Planning Commission of the applicant’s request for wavier from Article V, Section F.b.5. to accept the requested unpaved roadside ditch side slope of 25% or as approved by the Baldwin County Highway Department and reflected on the as‐built drawings submitted with the final plat application. 4) Wetland crossings proposed for lots 5 and 6 4 SD 20.54 The Estates at the Verandas Phase One – January 4, 2021 a. No land disturbance activities for the wetland crossings shall commence until the design of each wetland crossing is approved by the City of Fairhope Building Official and compliance with Wetland Ordinance 1370 has been verified. b. Though a wetland permit application to the USACE has been submitted, applicant is advised an impact to Waters of the State of Alabama may occur as the wetland crossings appear to occur over a “blue line” stream 5) The landscape buffer around the retention pond shall be installed prior to final plat approval of Phase One. 6) A note shall be included on the final plat restricting further re‐subdivision of the lots as required by Village Subdivision approval SD 20.48. 6) The entrance sign feature shall match that of The Verandas Phases 3 and 4. 7) Sidewalks to be installed along SR104 within common area 1 and 2 as well as connecting to The Verandas Phase 3 and 4 as required by the Village Subdivision approval SD 20.48. a. All sidewalks shall be installed prior to final plat approval of The Estates at the Verandas Phase One. b. The footbridge at the wetland crossing between proposed development and Phases 2 and 4 of The Verandas shall be installed prior to final plat approval of The Estates at the Verandas Phase One. 8) Landscaping / Trees a. Street trees may be planted at 100’ intervals as allowed by Village Subdivision approval SD 20.48. b. All street trees shall be installed prior to final plat approval as required by Article VI Section “J” of the City of Fairhope Subdivision Regulations. SURVEYOR OE'M3fRRY Vicm1tyMap I Inch = I Mile 25353 FRIENDSHIP ROAD, DAPHNE ALABAMA 36526 VICTOR L GERMAIN PLS UC NO 38473 IJ Dewberry· November 19, 2020 Mr. Bu fo rd Kin g City of Fa irhope 161 North Section Street Fairhope, AL 36532 Re: SD 20 .54 The Estates at the Verandas Phase 1 Dear Buford; Dewberry Engineers lr1c 251 .990.9950 25353 Fnendsh1p Road 251 990 9910 fax Daphne. AL 36526 www dewberry corn This lette r is in response to you r staff review letter d ated November 12, 2020 o n the above referenced application. The fo ll owing are the co mments from that letter and our respon se to each: • Comments: Minutes of Com munity Meeting and s upporting documents not furnished. o Response: Community meeting has been scheduled for Monday, November 23, 2020. Minutes and s upporting documents will be provided. • Comments: Staff requests 8 copies of the preliminary plat on 11x17 paper a nd 1 copy of the revised plans on 24x36 paper refl ecting all a mendments a nd r evisio ns required by this r eview process. o Response: All documents have been included with this submittal. • Commen ts: Please prO\ide all the associated investors of FST Verandas, LLC. o Response: FSTVerandas, LLC is comprised of Corte Development, Inc., which is solely owned by Albert Corte, III & Bay Area Developers, LLC which is solel y owned by Bruce A. Bigler. • Comment s: Utility availability letters are all dated from 20J6 and in som e cases teflect staff members no longe r employed by Fairhope Public Utiliti es. Pl ease s ubmit new utility avail a bility letters with a cu rrent date. Pl ease include a new availably letter from Ba ldwin County So lid Waste. Pe nn y Hale may b e co ntacted to obtain new Utility A\'ailability le tters for Fairhope Public Util iti es. o Response: Utility letters have been requested from all service providers. Letters from ATT, Riviera Utilities, and Baldwin County Health Department have been provided. Correspondence from Penny Hale has been initiated and a letter will be forthcoming. • Comments: Please indicate the pro posed use of the lots on both sheets of the plat. o Response: The proposed use is residential. This has been added to the site data on both sheets. • Comments: Tree protection details in compliance ·with Ordinance 1444 not furnished . o Response: Tree protection details have been added to sheet C2 . • Comments: Minimum finished floor elevations not furni shed. g(f)!iliR\Wfr fi lftV I mi BY:~ o Resp o nse: A n ot e h as b een adde d t o the plat r e ading "All m inimum finish e d fl o o r el evations s hall be 2 4 inches a bove th e highest ground e l evatio n 5 feet o u tside o f th e building ." • Comments: A 10· wide horse trail easemenl is noted on drawing C3, however not i-eflected on the plats. o Resp onse: H orse trail easem e nts a re s hown on the plat. • Comments: Case # 20.48 memorialized the Village Subdivision approval and thus no greenspace is required for s ubj ect development. Please add the site dens ity to both sheets of the plat. Further, revise the plat and plans to reflect the additional ingress/egress between lots 11 and 12 to satisfy International F ire Code Requirements. Verify the alternative fir e access ingress/egress is capable of s upporting a 75,000 lb GVWR Yehide. I ndicate if the alternative ingress/egress is gated, and if so, verify a "Knox Box'' or similar device vvil.l b e installed for fire service access. Additionally, note on the plat that grinder pumps are not permitted in subject d evel opment as required by Case# SD 20-48. o Respon se: Site d e n s ity h as b e en a dde d t o b o th s h eets o f the p l at. o Ingress/egress easement h as bee n adde d t o the plat and c o n s tructio n plans. The ing ress/egress easem e nt will contain a 20' r e inforced acc ess drive c able of suppo rtin g a 75 ,ooolb GVWR v e hicle. D e tails may b e r e vie w e d in the con s truc tion plans. The a ccess road will be gate d with a r e movable fen ce with access note d by signage . A Knox B o x o r s imilar d e vice will not be n eed e d as the g ate d entran ce c an b e ope n e d without one. o Pl at h as been n ot e d that g rinde r pumps a re n ot p erm itted. • Comments: A "wetland crossing" is shown ½rithin lots 5 and 6. Pl ease provide permitting information for these wetland crossings. o R e spo n se: Permit informatio n is forthc oming. • Comments: Please see Article V, Section F.3.a., b., a nd c. for additional comments. Staff is co ncerned about the temporary detent ion pond that v.rill be located in future lot 42 and how the pond will b e d ecommissioned and returned to pre-development conditions prior to the sale of lot 42. o R esp o n se: Tempo r ary d e t e ntion p ond has been re m o ved. Pe rmanent pond w ill be inst alled in the futu re ph ase 2 . • Comments: Phase 2 as contemplated by th e ViTiage Subdhision Approval, Case# SD 20-48 is n ot reflected on the plat and this area is marked as "future d evelopment". Please indicate Phase 2 on both sheets of t he plat. o Res pons e: Phase 2 has b een indicated o n b o th s hee t s of the plat. • Comment s: A ROW mghway improvement plan was not s ubmitted. The Traffic Study concluded that a westbound turn l ane from SR 104 was not warranted, however the traffic s tudy provided multiple conclusions for an eas tbound turn lane from SR 104. For 45 or fewer lots, a turn lane is not recommended. For greater than 45 lots, the turn lane is ultimately no t recommended from a practical standpoint, but the traffic engineer ultimately d e fers to ALDOT for the ir ruling. Please provide correspondence from AL DOT indicating if the eastbound turn lane will be required and at what stage of development it Dewberry· I I v,i.ll be required, with the knowledge that the approved ViUage Subdivision includes 49 lots. If ALDOT requires the turn lane, prO\,ide the highway improvements plan required by this section. o Response: ALDOT will require both a r ight and left turn lane. Staging for these improvements have been requested. Highway improvement plans are forthcoming. • Comments: Based upon the large quantity of items marked "revise and re-submit " this application may be he1d over to a future planning co mmission meeting to allow sufficient tim e for deficiencies to be addressed. o Response: Noted. • Comments: See Article V, Section F.3.b. ''Adverse Effects" for additional comments. o Response: Noted. • Comments: Indicate type "A" silt fence on dra-wing C2 o Response: Type "A" silt fence has been indicated on sheet C2. • Comments: Staff is concerned about the temporary detention pond that wiJJ be located in future lot 42 and how the pond will be decommissioned and returned to pre-development conditions prior to the sale of lot 42. Please provige a revised O&M plan and agreement draft that addresses how the temporary pond will be decommission ed and also clarify if the drainage easements to the temporary pond are also temporary easements. Further, include drawings for the submittal set as well as well as for the O&M plan and agreement describing the decommissioning process. Staff v.ill likely require a note on the plat for phase 2 indicating lot 42 contains a decommissioned detention pond. o Response: Temporary detention pond has been removed . Permanent pond will be installed inside common area in the future phase 2 . • Comments: Please revise the drainage calculations narrative to include a statement indicating the drainage system will not create downstream adverse effects. o Response: Drainage narrative has been revised to include the above- mentioned statement. Please see the conclusion section of the narrative. • Comments: The non-paved ditches depicted on drawing 82 each s ide of the travel lanes are 4:1, or 25% side slopes, thus exceeding the requirements of this section. If the unpaved ditch sid e slo pes are acceptable to the Baldwin County High way Department, a waiver from this requirement may be submitted to the Fairhope Planning Commission. o Response: Comments from the Baldwin County Highway Department are forthcoming. A waive1· from the unpaved ditch slope requirement will be requested. • Comments: Please revise the drainage calculations narrative to include a statement verifying compliance with the 10% rule. o Response: Statement has been added. Please sec the conclusion section of the narrative. @ Dewberry· • Comments: Please revise the drainage calculations narrative to reflect the water quali ty treatment vo lume calculations required by this section. o Response: Narrative and calculations have been revised. • Comments: Pl ease reflect the easements for the watercourses within the proposed development on the various plats. o Response: General Notes have been revised to reflect an easement across wetlands for watercourses. • Comments: Aria Ave connecting to Gallery BLVD appears to satisfy this condition, however the applicant is advised a traffic calming device will likely be required in the a rea of lot 45 when Phase 2 is submitted for approval Further, all references t o "Privat e RO W" throughout shall be removed as the private ROWs we re not app roved by Village S ubdivision Case# S D 20-48. o Response: Noted. AJI referen ces to a private ROW have been removed. • Co mments: Village S ubdi vision Case# 20-48 approved the layout of Phase 1 and 2 without a "stub" street connecting to adjacent d evelopments. Please verify if the temporary turnaround is to be constructed of a n ''all weather" surface as required b y this section. Further, the applicant is reminded a "future through street" s ign is required prior to final plat approval. o Response: The temporary turnaround will consist of compacted gravel and be considered an "all weather" surface. A "future through street" sign has been added to the plans. • Comments: Please provide a cut sheet of the proposed streetlight pole so that the 15' he ight restriction may be reviewed. o Response: Streetlights will be Acorn Style Decorative Lights. Typical streetlight detail has been added t o sheet C5. • Comments: Please acknowledge this requirement for wateriu g Street Trees during the 2- year maintenance bond period. o Response: Comment is acknowledged. • Co mments: Please include tree protection details complying with Ordinance 1444 in the amended plans. o Response: Tree protection details have been added to sheet C2. • Comments: Village Subdivis ion Case # 20.48 approved the layout of Phase 1 a nd 2 without internal s idewalks to the development, however sidewalks shall be constructed along SR 104 -connecting to phases 2 and 4 of The Verandas. As a conditio n of approval, the SR 104 sidewalks shall be constructed prior to final plat approval of phase 1. o Response: Noted. • Comments: Please re-word gen e ral note number 1 on the plat to comply \-\rith this section . The 15' easement may be spl it into two, 7-5' wide easements on interior lots and is appl icable to both side a nd rear lot s . For clarity it may be useful to list easements required by this sectio n and those r equired by Riviera Util ities as separate general not es. 0 Dewberry· o Response: General Note 1 has been revised to reflect the request ed change. Should further changes be required, p lease advise. • Comments: Curb and Gutter is not to be installed in subject d evelopment as a pproved by Case # SD 20.48. Pl ease coordinate with the Fairhope Publ ic Utilities Water and Sewer Su perintendent an alternative water lateral identification procedure absence the presence of co ncrete curb and g utter. o Response: Noted. • Comments: Please contact the City of Fairhope Water a nd Sewer Superintendent for required revisio ns to the typical new water servke detail on drawing D3. o Response: The typical new water servi.ce specifications and details have been requested and will be updated. • Comments: Ple ase add a fir e hydrant along Aria Avenue (drawi ng C4) to satisfy the ce nter block requirement of this section. o Response: A fire h y drant has been added. • Comment s: Plea se remove the sanitary sewer service provid er from s hee t 2 of the preliminary pla t as a s ig nature block for the Baldwin County Hea lth Department h as been furnished for onsite septic systems. o Response: Baldwin County Health Deparbnent is the only sewer service provider with a certification on this plat. Attached are the following: Utility Lette rs Co mmunjcy Meeting Invitation List of Associated Investors Waiver Request (8) 11x17 of the revised preliminary plat (1) 24 x36 of Revised Constru ctio n Plans (1) Revised Drainage Narrative PDFs of t he files above were sent separately. If you need any additio n al in formation regard ing this appli cat ion, please advise. Si ncerely, DEWBERRY Casey Hill Staff Planner Cc: File: 50131350 Dewberry· I Dewberry· D ecember 9 , 2020 Mr. Buford King City of Fairhope 161 North Section Street Fairhope , AL 36532 Re: SD 20.54 The Estates at the Verandas Phase 1 Dear Buford: Dewberry Engineers Inc . 25 1.99 0 .9950 25353 Friendsh ip Road 251 .99 0 .9910 tax Daphne, AL 36526 www.dewberry.com This letter is in response to your staff review letter dated November 24, 2020 on the above referenced application. The following are the comments from tbat letter and our response to each: • Comments: Staff is in receipt of the minutes of the community meeting conducted November 23 , 2020. Staff is concerned about the comments stating, "we tlands are undisturbed.". o Response: The adjacent property owner was concerned about fill driving snakes out of the wetlands and onto their property. They were notified that, aside from the shown wetland crossings, the wetlands would not be disturbed or filled. • Comments: A revised letter of availability from Baldwin County Solid Waste is pending submission. o Response: Letter is provided. • Comments: Please revise the finished floor elevation note. o Response: The note is revised per staff request. • Comments : No drawings or cut sheets were provided describing the removable fence that will be located at the secondary fire department entrance . o Response: Provided. • Comments: Sheet 2 of the preliminary plat shall be reworded to correctly reflect septic systems to agree with sheet 1 of the preliminary plat. o Response: Sheet 2 has been modified per staff request. • Comments: Wetland crossing is proposed however no wetland permitting information was submitted. o Response: Permit information for the wetland impacts has been provided with this submittal. • Comm ents: No drawings of the east bound and west bound turn lanes into the development were furnished. No correspondence from ALDOT was furnished indicating at which phase of d evelopment installation of either or both turn lanes will be required. o Response: Right and left turn lanes will be installed with phase one development. The turn lanes have been added to the plans. Widening plans will be submitted to ALDOT for approval. r , __ 1 " _ • Comments: Provide an alternative water lateral marking system approved by the City of Fairhope Water and Sewer Superintendent. Please reflect that all water service laterals shall be installed prior to hydrostatic testing on the standard water service detail. o Response: Per conversation with the City of Fairhope Water and Sewer Superintendent, the meter box in the new specifications will be sufficient in marking the meter locations. Preferred details have been added to the plans. Requested note has been added to the details. • Comments: The typical new water service detail on Drawing D3 shall be amended to reflect specified stops. Please edit drawings to indicate the use of C900 PVC pipe for water mains .. o Response: The typical new water service detail has been revised to reflect the specifications provided by the City of Fairhope's Water and Sewer Superintendent. C900 PVC has been labeled for use on all details. • Comments: Please submit a request for a partial wavier requesting approval of the submitted streetli ght that exceeds 15'. o Response: Provided. • Comments: Please reword general note number 1 on the plats to reflect the 15 ' utility easement alongside and rear lot lines. o Response: The plat is revised per staff request. • Co .mments: Staff will request the planning commission accept the ditch bank side slopes of the Baldwin County Highway Department and is in receipt of the corresponding waiver. o Response: Noted. • Comments: A landscape plan for screenirig around the detention pond shall be submitted as required by the tree ordinance . Note the maximum side pond side slope shall be 4:1. o Response: Provided. Attached are the following: Utility Letter Fence Detail Sheet Waiver Request Preliminary Plat Construction Plans Landscape Plan Nationwide Permit Application If you need any additional information regarding this application, please advise. Sincerely, /2 ... ~~ c~ Staff Planner DEWBERRY Cc: File: 50131350 1Iljl Dewberry· ,I I LALA B A M ALALABAM A • • • E D C - B A I 2 I 3 I 4 I 5 GENERAL NOTES ROADWAY 1. TEMPORARY BENCHMARKS HAVE BEEN ESTABLISHED ON THIS PROPERTY WHICH SHOULD BE USED BY THE CONTRACTOR DURING CONSTRUCTION. DESCRIPTIONS OF THE BENCHMARKS CAN BE FOUND IN THESE PLANS. 2. CLEARING AND GRUBBING SHALL BE LIMITED TO THE ROADWAY RIGHT OF WAY, DRAINAGE EASMENTS, AND DETENTION PONDS. OTHER CLEARING REQUIRED FOR CONSTRUCTION SHALL BE PRE-APPROVED BY THE OWNER. 3. THE ENGINEER SHALL PERFORM CONSTRUCTION STAKING FOR THIS PROJECT WHICH INCLUDES CENTERLINE STAKING, CURVE P.C.s AND P. T.s, AND TEMPORARY FRONT LOT CORNERS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAINING STAKING THROUGHOUT CONSTRUCTION. RESTAKING WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. PAYMENT FOR ROADBED PROCESSING WILL BE MADE ONLY WHERE ROADWAY IS IN A CUT SECTION WHERE UNDERCUTTING IS NOT REQUIRED. UNDER DRAINS SHALL BE INSTALLED AT LOCATIONS IDENTIFIED BY THE SOILS ENGINEER. DRAINAGE PIPE LENGTHS ARE APPROXIMATE, AND MAY REQUIRE ADJUSTMENT DEPENDING ON FINAL GRADING AND SLOPES. ALL UNDERGROUND UTILITIES AND DRAINAGE STRUCTURES SHALL BE INSTALLED PRIOR TO CURB AND BASE CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING WITH THE SOILS ENGINEER. PAYMENT FOR TESTING WILL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SPOT ELEVATIONS SHOWN IN THE PLANS REPRESENT EDGE OF ASPHALT ELEVATIONS UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL ADJUST ALL VALVE BOX AND MANHOLE CASTINGS TO MATCH FINAL SURFACE ELEVATIONS. THE SUB-BASE AND BASE SHALL BE TESTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND APPROVED PRIOR TO LAYING ASPHALT. ALL CURBING SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS PRIOR TO THE LA YING OF THE ASPHALT. CLEARING LIMITS AT THE ENTRANCE OF THE PROJECT WILL BE FLAGGED, THE CONTRACTOR SHALL CONTACT THE DEVELOPER PRIOR TO CLEARING THE ENTRANCE. THE CONTRACTOR SHALL HAVE COPIES OF THE FOLLOWING PUBLICATIONS FOR REFERENCE. STATE OF ALABAMA HIGHWAY DEPARTMENT, STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, MOST CURRENT EDITION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), PART VI 15. ALL SIGNAGE SHALL BE INSTALLED ACCORDING TO THE FOLLOWING MINIMUM STANDARDS: STOP SIGN-HIGH INTENSITY R1-1 SIGN 36" (DIAMOND GRADE REFLECTIVE SIGN) POST FOR STOP SIGN -12' 2-3/8" ROUND POSTS (GALVENIZED) STREET NAME SIGN -9" EXTRUDED BLADE, HIGH INTENSITY, W/6" CAPITAL LETTERS & 5" LOWERCASE ON GREEN BACKGROUND 16. EXISTING TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON SITE AT LOCATIONS APPROVED BY THE ENGINEER/OWNER. PAYMENT FOR STRIPPING TOPSOIL IS MADE UNDER UNCLASSIFIED EXCAVATION. FOLLOWING ROADWAY CONSTRUCTION, THE TOPSOIL SHALL BE TAKEN FROM STOCKPILES AND SPREAD OVER THE DISTURBED AREAS OF THE PROJECT. THE FINISHED GRADE OF THE TOPSOIL SHALL MATCH THE FINISHED GRADES SHOWN IN THESE PLANS. PAYMENT FOR SPREADING THE TOPSOIL SHALL BE MADE UNDER TOPSOIL FROM STOCKPILES. ANY REMAINING STOCKPILED TOPSOIL SHALL BE WASTED ON SITE. NO ADDITIONAL PAYMENT WILL BE MADE TO WASTE THE REMAINING TOPSOIL. 17. CONTRACTOR SHALL CONTACT BALDWIN COUNTY HIGHWAY DEPARTMENT FOR BENCHMARK INSPECTIONS. NO RED SOIL/CLAY WITHIN 100' OF WETLAND BUFFER AS PER CITY OF FAIRHOPE RED SOIL/CLAY ORDINANCE. UTILITIES 1. THE LOCATION OF THE UTILITIES SHOWN IN THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. 2. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. NOTIFICATION SHOULD BE GIVEN AT LEAST 24 HOURS PRIOR TO APPROACHING THE AFFECTED UTILITY. 3. ALL WATER MAINS SHALL BE C900 PVC AND APPROVED BY THE UTILITY OWNER. 4. WATER MAIN VALVES AND WATER SERVICE TAPS SHALL NOT BE LOCATED UNDER THE PROPOSED PAVEMENT. 5. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY BEFORE ATTEMPTING TO TAP THE LINE. 6. UTILITY COMPANIES POWER WATER SEWER TELEPHONE GAS -RIVIERA UTILITIES -CITY OF FAIRHOPE -SEPTIC -AT&T -CITY OF FAIRHOPE 7. A MINIMUM OF 2-4" PVC UTILITY SLEEVES SHALL BE INSTALLED ACROSS ALL STREETS TO SERVE ISLANDS WITH IRRIGATION. 8. ALL PVC PIPE SHALL BE MARKED USING A 12 GAUGE COATED COPPER WIRE BURIED BETWEEN 3 AND 6 INCHES ABOVE THE TOP OF THE PIPE. 9. ALL UTILITIES SHALL BE LOCATED UNDERGROUND. 10. UTILITIES SHALL BE A MINIMUM OF 30" UNDER SHOULDER, 36" UNER BOTTOM OF DITCH, AND 48" UNDER ROAD. EROSION AND SEDIMENT CONTROL NOTES 1. ALL BUILDING AND CONSTRUCTION RUNOFF SHALL BE DIRECTED TO THE DETENTION AND SEDIMENTATION CONTROL DEVICES WHERE EVER POSSIBLE. 2. PHASE 1: SEDIMENT CONTROL DEVICE & WETLAND BUFFER SIGN INSTALLATION PHASE 2: DETENTION POND INSTALLATION PHASE 3: LAND CLEARING (OTHER THAN FOR SEDIMENT CONTROL AND DETENTION POND) 3. THE CONTRACTOR SHALL CLEAR OUT ACCUMULATED SILT IN THE DETENTION AREAS AT THE END OF CONSTRUCTION WHEN ALL DISTURBED AREAS HAVE BEEN STABILIZED. 4. ALL DISTURBED AREAS NOT PAVED ARE TO BE STABILIZED WITH 2" TOPSOIL, SEEDING, FERTILIZING, AND MULCHING OR SOD AS SOON AS POSSIBLE. 5. SILT FENCE SHALL BE PLACED ON THE DOWNSTREAM SIDE OF ANY DISTURBED AREA WHERE SEDIMENT COULD POTENTIALLY BE CARRIED FROM THE SITE. 6. HAY BALES SHALL BE USED AT LOCATIONS OF SHALLOW CONCENTRATED FLOW TO TRAP SEDIMENT. THE INLETS TO ALL DRAINAGE STRUCTURES SHOULD BE PROTECTED BY HAY BALES STAKED IN ACCORDANCE WITH THE ATTACHED DETAIL. 7. THE OUTSIDE LIMITS OF THE WETLAND BUFFER MUST BE CLEARLY MARKED ON-SITE WITH PERMANENT SIGNS PLACED EVERY 100 FEET PRIOR TO ANY LAND DISTURBING ACTIVITIES. THE CONTRACTOR SHALL PROVIDE A FINAL AS-BUILT COORDINATE TEXT FILE BASED ON CONTROL POINTS PROVIDED BY PREBLE-RISH, LLC. THE FILE SHALL INCLUDE THE FOLLOWING INFORMATION: STATE PLANE COORDINATES OF ALL SURFACE STRUCTURES RELATING TO STORM DRAINAGE, WATER & SANITARY SEWER SYSTEMS. TOP /THROAT /RIM ELEVATIONS OF ALL STORM DRAINAGE & SANITARY SEWER STRUCTURES. INVERT ELEVATIONS OF ALL STORM DRAINAGE STRUCTURES & PIPES & SANITARY SEWER STRUCTURES & PIPES. I Dawbany· - SEAL SCALE - 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 en <( 0 z ~ w () <( > --' :::;: --' ;i§ w Cl) :r: <( ::s I-Cl <( z ~ ~ ui ll.. llJ 0 en > ::c w llJ 0:: s ::c <( I-IL en w w :r: I- NO. DESCRIPTION REVISIONS DRAWN BY DATE JMB APPROVED BY JMB -CHECKED BY JMB DATE SEPTEMBER 2020 TITLE NOTES PROJECT NO. 50131350 81 SHEETNO. LALA B A M ALALABAM A • 6" CRUSHED AGGREGATE (COMPACTED TO 100% STANDARD PROCTOR) E D C B A 2 3 4 5 i i ~1---------------------S-EE-□-, _FER_TI_U_ZE------~~-=------~1'--□7"-P-AVE-□-S-H□-U-L□-ER--------------------t---------------------1~'-~D.~PA_VE_□-SH_DU_UD_ER------=-=-------------------------------,~ ~ 0 1/2• FT./TT. 0 1/4'" FT./TT. ~ ~:.../EXISTING GROUND 2'-0" TYPICAL ROADWAY SECTION -~2~·-~0~·-+-------------20·-o· --------------~2~·-~□-· --a 0 1/2" FT./FT. 0 1/2" FT./FT. VARIES SEED & MULCH TYPICAL HAMMERHEAD SECTION TEMPORARY TURN-AROUND NOTTO SCALE VARIES SLOPED AWAY FROM EDGE OF PAVEMENT 4' -o• SHOULDER 0 6.0X: SLOPE (GRASSED) VARIES CL VARIES 4'-o• SHOULDER 0 6.0:IC SLOPE {GRASSED) SMOOTH & EVEN JOINT SAWCUT WHERE NECESSARY (SUBSIDARY OBLIGATION OF WEARING SURFACE LAYER) EXISTING ASPHALT VARIES SEED &: MULCH > + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + EXISTING BASE BUTT JOINT DETAIL SJAJE ROADWAY SJBUCilJRE DESCRIPTION EDGE OF PAVEMENT 1. SUPERPA\IE BITIJMINOUS CONCRETE WEARING SURFACE LAYER, 1/2• MAXIMUM AGGREGATE SIZE MIX ESAL RANGE C/D, APPROXIMATELY 135 POUNDS PER SQUARE YARD. ITEIA: 424A-360 2. SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER LAYER, ,-MAXIMUM AGGREGATE SIZE MIX ESAL RANGE C/D, APPROXIMATELY 250 POUNDS PER SQUARE YARD. ITEM: ♦248-651 3. BITUMINOUS lREATMENT TYPE A. ITEM: 401A-000 4. CRUSHED AGGREGATE BASE COURSE, TYPE B PLANT MIXED, s• COMPACTED THICKNESS ITEl.4: 310A-012 5. BORROW EXCAVATION [ (A-2-4(0) OR A-4{0)] ITEM: 210D-012 • COMPACT TO 100,C OF AASHTO-T99 TYPICAL ROADWAY SECTION (WITHIN ALDOT RIGHT OF WAY) 0 1/2" FT./FT. SO CM (19. 7") 25 CM (9.8") ------ 1111:-'1 11 1111~ I[ SEED, FERTILIZE ROADWAY STRUCTURE DESCRIPTION 1. 424-A SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER, 3/4" MAX AGGREGATE SIZE MIX, ESAL RANGE B (220 LB/SY) 2. 401-A BITUMINOUS TREATMENT TYPE "A" (0.25 GAL/SY) 3. 301-A SAND/CLAY BASE MATERIAL 4" 1HICK, UPPER COURSE, SECTION 821 GRANULAR SOIL MATERIAL, TYPE "A", 1DO% COMPACTION AASHTO T-180, METHOD "A".• 4. 301-A SAND/CLAY BASE MATERIAL 4" 1HICK, LOWER COURSE, SECTION 821 GRANULAR SOIL MATERIAL, TYPE "A", 100% COMPACTION AASHTO T-180, METHOD "A".• 5. 18" THICK GRANULAR SAND SUB-BASE MATERIAL COMPACTED TO 100% OF THE STANDARD PROCTOR (AASHTO T-99) AS DIRECTED BY THE ENGINEER. 6. STRIP EXISTING TOPSOIL, 1HICKNESS VARIES 7. TOPSOIL FROM STOCKPILE, 4" MIN. THICKNESS 8. 6" PERFORATED UNDERDRAIN PIPE W/ SOCK (AS DIRECTED BY THE GEOTECHNICAL ENGINEER). SEE DETAIL. '301-B CRUSHED AGGREGATE BASE COURSE (LIMESTONE) TYPE "B" MINIMUM 6 INCH COMPACTED THICKNESS, (IF USED DELETE 401-A TREATMENT) MAY BE USED IN PLACE OF THE TWO LAYERS OF SAND/CLAY BASE MATERIAL. SPECIF ICATIONS UNIT SIZE -50 CM X 50 OM X 2.S CM OR 1 M X 1 M X 2.5 CM (20" X 20" X 1" OR 40" X 40" X 1 ") AVAILABLIE IN 9 STANDARD ROLL SIZES UNIT WEIGHT -51 0 GRAMS ( 18 OZ.) OR 2.0 KG (4.S i'OUND$) STRENGTH -1121 KG/CM '(1 S,940 PSI) CO LOR -BLACK RESIN • 1 00% RECYCLW HOPE ADJACENT GRASSPAVE2 UN ITS __ RINGS FILLED WITH CONCRHE SAND (CLEAN, SHAR P SANO) ~~ COMPACTED SANDY GRAVEL ROAD BASE w ) -95% MODIFIED PROCTOR DENSITY ~ w; -6 INCHES TO 1 2 INCHES 6 (DEPTH OF BASE COURSE TO BE ~ DETERMINED BY ON ·SITE ENGINEER) -SEE FULL TEOHNICAL SPECIFICATIONS FOR COMPO SITI ON -----COMPACTED SUBGRAOE, SECT I.0N TOP OF GRASS ROOT MASS 6 MM \U1,:,\ili.ci\~1 (1/4") ABOVE TOP OF RING ~'!!e-W,':!'-c""~"='!'~-~~ E::::Jf--------GRASSPAVE2 ATTACH WITH ! ~ if=E=====J SNAP-FIT FASTENERS : ::: : \A~ RINGS FILLED W ITH CONCRETE SAND (CLEAN, SHARP SAND) L _: ;-.:.__:___:_:__~COMPACTED SANDY GRAVEL ENLARGEMENT BASE COURSE -SEE FULL TECHN ICAL SPECIFICATIONS FOR COMPOSITIIO N TYPICAL GRASSPAVE2 DETAIL FOR EMERGENCY ACCESS ROAD I Dawbany· SEAL SCALE NO. REVISIONS DRAWN BY 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 en <( 0 z ~ w () <( > -' :::;: -' ;i§ w Cl) :r: <( ::s I-Cl <( z ~ ~ ui ll.. llJ 0 en > ::c w llJ 0:: s ::c <( I-IL en w w :r: I- DESCRIPTION OATE JMB APPROVED BY JMB CHECKED BY JMB DATE SEPTEMBER 2020 TITLE TYPICAL DETAILS PROJECT NO. 50131350 82 SHEETNO. FST 3 CIRCLE CHURCH INC 10274 ST HWY 104 FAIRHOPE AL 36532 PARCEL 05-46-01110000-001525 Vicinity Map 1 Inch = 1 Mile SURVEYOR: DEWBERRY 25353 FRIENDSHIP ROAD, DAPHNE, ALABAMA 36526 VICTOR L. GERMAIN, PLS UC. ND. 38473 OWNER/LEASEHOLDER: FAIRHOPE SINGLE TAX CORP. (OWNER) THE VERANDAS LLC (LEASEHOLDER) 1507 CAPTAIN O'NEAL DRIVE DAPHNE, ALABAMA 36526 PARCEL NO. 05-46-01-11-0-000-001.503 PPIN 64685 SITE DATA: ZONING: UNZONEO (BALDWIN CO. PLANNING DISTRICT 14) CITY OF FAIRHOPE EXTRA-TERRITORIAL JURISDICTION TOTAL ACREAGE: 178.5 ACRES NUMBER OF LOTS: 15 SITE DENSITY O 08 UNITS/AC PROPOSED USE RESIDENTIAL RfOUJRFQ SFTBACKS FRONT -100 FEET REAR -50 FEET SIDE -25 FEET GENERAL NOTES: ~ WATER SERVICE: CITY OF FAIRHOPE SEW/°R SERVICE: SEPTIC ELECTRIC SERVICE: RIVIERA UTILITIES TELEPHONE SERVICE: AT&T 1. THERE IS DEDICATED HEREWITH A 15 FOOT UTILITY EASEMENT ON ALL LOT LINES AND COMMON AREAS ADJACENT TO THE RIGHT-OF-WAYS AND A 15 FOOT UTILITY EASEMENT ON ALL SIDE AND REAR LOT LINES (7.5 FOOT EACH SIDE IF SHARED) UNLESS OTHERWISE NOTED. 2. THERE IS A 3D' SETBACK FROIII WETLANDS WITHIN Wl-llCH THERE IS A 5' NATURAL BUFFER ALONG THE UPLAND SIDE OF THE WETLAND LINE. 3. THE ONLY ALLOWED USES OF THE WETLAND BUFFER SHALL BE PER THE CITY OF FAIRHOPE SUBDIVISION REGULATIONS ARTICLE V SECTION F 4. STREAM B. -4. THE REQUIRED PERMANENT BUFFER SIGNAGE SHALL BE INSTALLED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 5. A 5 FOOT SIDEWALK WILL BE INSTALLED WITHIN COMIIION AREAS 1 AND 2 ALONG HIGHWAY 104. 6. ALL MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE 15 INCHES ABOVE THE EXISTING HIGHEST GRADE WITHIN THE BUILDING FOOTPRINT. 7. GRINDER PUMPS ARE NOT PERMITTED IN THIS DEVELOPMENT. 8. A WATERCOURSE EASEMENT EXISTS ACROSS ALL WETLANDS. SURVEYOR'S NOTES: 1 ALL MEASUREt.4ENTS WERE t.4ADE IN ACCORDANCE 'NITH US STANDARDS 2 THERE MAY BE RECORDED OR UNRECORDED DEEDS EASEMENTS RIGHT-OF-WAYS. OR OTHER INSTRUMENTS WHICH COULD AFFECT THE BOUNDARIES OF SAID PROPERTIES. 3 THERE WAS NO ATTEMPT TO DETERMINE THE EXISTENCE, LOCATION, OR EXTENT Of ANY SUB-SURFACE FEATURES. -4 THE LINES REPRESENTING THE CENTERLINE AND RIGHTS-OF-WAY OF THE STREETS ARE SHOWN FOR VISUAL PURPOSES ONLY AND WERE NOT SURVEYED UNLESS RIGHT-OF-WAY MONUMENTATION IS ALSO SHOWN. 5 BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH RIGHT-OF-WAY OF ALABAMA HIGHWAY 104 AS BEING N89'57'32"W ,... S89'57'32"E. BEARINGS ARE STATE PLANE GRID COORDINATES ALABAMA WEST ZONE (NAD1983) 6 ALL GPS OBSERVATIONS WERE TAKEN USING REAL TIME KINEMATIC GPS 7 VERTICAL DATUM SHOWN HEREON IS RELATED TO NAI/D 1988 8 SURVEY WAS CONDUCTED FROM SEPTEMBER 3RD TO 11TH, 2020 AND RECORDED IN ELECTRONIC FILES. SURVEYOR'S CERT/FICA TE: STA TE OF ALABAMA COUNTY OF BALDWIN WE, DEWBERRY, A FIRM OF LICENSED ENGINEERS AND LAND SURVEYORS OF DAPHNE, ALABAMA, HEREBY STATE THAT THE ABOVE IS A CORRECT MAP OR PLAT OF THE FOLLOWING DESCRIBED PROPERTY SITUATED IN BALDWIN COUNTY, ALABAMA, TO-WIT "Lot 1 of The 8111'9 No 2 Subd1Y1s1on, os per mop or plot thereof recorded on SI de Number 2582-F, in the records 111 the Office of the Judge of Probate of Baldwin County, Alabama• (DESCRIPTION COPIED FROM THAT WARRANTY BILL OF SALE RECORDED AT INSTRUMENT 1614734 PROB A TE RECORDS, BALDWIN COUNTY, ALABAMA) LESS AND EXCEPTING THEREFROM, THE FOLLOWING, TO 'NIT ALL OF THE VERANDAS SUBDIVISION, PHASE TWO, AS SHOWN BY MAP OR PLAT THEREOF, RECORDED AT SI.JOE 26-42-D, PROBATE RECORDS BALDWIN COUNTY, ALABAMA ALL OF THE VERANDAS SUBDIVISION, PHASE FOUR, AS SHOWN BY MAP OR PLAT Tf-EREOF, RECORDED AT SLIDE 2691-C AND SLIDE 2691-D PROBATE RECORDS, BALDWIN COUNTY, ALABAMA I HEREBY CERTIFY THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE 'NITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVE'r1NG IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF s 100 200 300 w.!-'-l I t~ Jl1i t 1 go 1l1 1f6l cn5i 111 ~: FST 3 CIRCLE CHURCH INC 10274 ST HWY 104 FAIRHOPE, AL 36532 PARCEL 05-46-01-11-0-000-001.546 FST 3 CIRCLE CHURCH INC 1027 4 ST HWY 104 FAIRHOPE, AL 36532 PARCEL 05-46-01-11-0-000-001.525 N89~5"W _§Jl6.84' L ) CERTTRCA TE OF OWNERSHIP WE, FAIRHOPE SINGL.£ TAX CORPORATION, AN ALABAMA CORPORATION, HEREBY STATE THAT WE ARE THE O'NNERS Of THE LANDS DESCRIBED HEREON AND DO HEREBY DEDICATE ALL ROADS, STREETS, ALLEYWAYS AND EASEMENTS SHO'ffl-1 ON THIS PLAT TO THE PUBLIC. WE. ====~AND====== ,..OSE NAMES AS PRESIDENT AND SECRETARY HAI/£ CAUSED THE SAi.iE TO BE SURVEYED AND SUBDIVIDED AS INDICA TID HEREON, FOR THE USES AND PURPOSES HEREIN SET FORTH AND DO HEREBY ACKNO'M...EDGE AND ADOPT THE SAME UNDER THE DESIGN AND TITLE HEREON INDICATED. DATED THIS THE ___ DAY OF ______ _ FAIRHOPE SINGLE TAX CORPORATION, AN ALABAMA CORPORATION BY:~As~,=rs~, =e•=es=,o=,N~,------ BY: ~As~,=rs~, =se~CR~ET~,=.y~----- CFRURCA TE Of NOTARY PUBI fC· ST A TE OF ALABAMA COUNTY OF BALDWIN -~=~=~ NOTARY PUBLIC IN AND FOR SAID COUNTY, IN SAID STATE, HEREBY CERTIFY THAT-----~- AS PRESIDENT, AND ========-AS SECRETARY, OF FAIRHOPE SINGLE TAX CORPORATION, AN ALABAMA CORPORATION, AS O'M,IER OF TI-IE LANDS PLATTED HEREON IS SIGNED TO THE FOREGOING INSTRUMENT, AND WHO ARE KNO'M,1 TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY n-lAT, BEING INFORMED OF THE CONTENT OF TI-IE INSTRUMENT, AND IN n-lEIR CAPACITY AS SUCH 01/iNER AND Win-I FULL AUTI-IORITY, EXECUTED TI-IE SAME VOLUNTARILY. GIVEN UNDER MY HAND AND OFFlCIAL SEAL THE __ DAY OF __________ _ NOTARY PUBLIC MY COMMISSION EXPIRES fl QA? CFRTTFICA TF; n-llS PROPERTY LIES Wln-llN ZONE "X" (UNSHADED) AS SCALED FROM TI-IE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RA TE MAP OF BALDWIN COUNTY, ALABAMA, MAP NUMBER 01003C0661M, COMMUNITY NUMBER 015000, PANEL NUMBER 0661, SUFFIX M, MAP REvlSED DATE APRIL 19, 2019 AND MAP NUMBER 01003C0662M, COMMUNITY NUMBER 015000, PANEL NUMBER 0662, SUFFIX M, MAP REVISED DATE APRIL 19, 2019. CERT/FICA TE Of LEASEHOLD OVtNERSHJP WE, THE UNDERSIGNED, THE VERANDAS LLC, AS PROPRIETOR(S), HAVE CAUSED THE LAND EMBRACED IN THE Wln-llN PLAT TO BE SURVEYED, LAID OUT AND PLATTED TO BE KNOWN AS TI-IE RESUDIVISION OF LOT 1 OF TI-IE BILLS' NO. 2 SUBDIVISION, BALDWIN COUNTY, ALABAMA, AND THAT THE STREETS AND EASEMENTS, AS SHOWN ON SAID PLAT, ARE HEREBY DEDICATED TO THE USE OF TI-IE PUBLIC. DATED n-llS _ DAY OF _____ 20_ CfRTIBCA TE OF NDTARY Pl/RI IC· STATE OF ALABAMA COUNTY OF BALDWIN SIGNATURE "-=====~ NOTARY PUBLIC IN AND FOR SAID COUNTY, IN SAID STATE, HEREBY CERTIFY n-lAT -=====~ =~ ~M~llA-ND=,-e-,,=n,=D=H,=R,=o-N 1:rs,:iDVET~A~~\~i·G~l~G INSTRUMENT, AND WHO IS KNO'M,1 TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY n-lAT, BEING INFORMED OF TI-IE CONTENT OF THE INSTRUMENT, AND AS SUCH LEASEHOLD O'MIIER AND WITH FULL AUTI-IORITY, EXECUTED TI-IE SAME VOLUNTARILY. GIVEN UNDER MY HAND AND OFFlCIAL SEAL THE __ DAY OF __________ _ FST BERTOLLA PROPERTIES LLC PO BOX 1527 DAPHNE, AL 36526 PARCEL -05""16-QJ,02'\J.:.29.0-00 r.505 CERT/RCA TE Of APPROVAL BY THE E 911 ADDRESSING: TI-IE UNDERSIGNED, AS AUTHORIZED BY BALDY/IN COUNTY E-911 BOARD. HEREBY APPROVES TI-IE ROAD NAMES AS DEPICTED ON THE Wln-llN PLAT AND HEREBY APPROVES TI-IE WITHIN PLAT FOR TI-IE RECORDING OF SAt.1E IN THE PROBATED OFFICE OF BALDWIN COUNTY, ALABAMA, THIS DAY OF _ __, 20 __ ~ CERTIFICATE OF APPROVAL BY 81',fERA UTILITIES;(ELECTRIC} TI-IE UNDERSIGNED, AS AUTHORIZED BY RIVIERA UTILITIES HEREBY APPROVES THE WITHIN Pl.AT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS _ DAY OF _____ 20_. AUTI-IORIZED REPRESENTATIVE CERT/FICA TE Of APPROVAL BY AT,tT: (TELEPHONE} TI-IE UNDERSIGNED, AS AUTHORIZED BY AT&T HEREBY APPROVES THE Wln-llN PLAT FOR TI-IE RECORDING OF SAME IN TI-IE PROBATE OFFlCE OF BALDWIN COUNTY, ALABAMA, n-llS _ DAY OF _____ 20_~ AUTHORIZED REPRESENTATIVE CERT/FICA TE OF APPROVAL BY THE FAIRHOPE PLANNING COMMISSION n-llS PLAT HAS BEEN SUBMITTED TO AND CONSIDERED BY TI-IE CITY PLANNING COMMISSION OF FAIRHOPE, ALABAMA, AND IS APPROVED BY SUCH COMMISSION. BY:=se=,.=n=A=RY~------~·ATE: _______ _ CERT/FICA TE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES {WATER}: TI-IE UNDERSIGNED, AS AUTHORIZED BY TI-IE CITY OF FAIRHOPE UTILITIES HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, Tl-llS _ DAY OF ______ 20_ AUTHORIZED REPRESENTATIVE CfRT/8CATF Of APPROVAi RY BA/DlffN COUNTY H£AL TH D£PAR!McNT; THE LOT(S) ON THIS PLAT ARE SUBJECT TO APPROVAL OR DELETION BY Tl-IE BALDWIN COUNTY LHD. NO REPRESENTATION IS MADE Tl-lAT ANY LOT ON THIS PLAT WILL ACCOMMOOATE AN ONSITE SEWAGE SYSTEM (OSS). TI-IE APPROPRIATENESS OF A LOT FOR WASTEWATER (SEWAGE) TREATMENT AND DISPOSAL SHALL BE DETERMINED WHEN AN APPLICATION IS SUBMITTED. IF PERMITTED, Tl-IE LOT APPROVAL MAY CONTAIN CERTAIN CONDITIONS 'M-IICH RESTRICT TI-IE USE OF THE LOT OR OBLIGATE OWNERS TO SPEaAL MAINTENANCE AND REPORTING REQUIRE!I.IENTS, AND THESE ARE ON FLE WITH Tl-IE SAID HEALTl-1 DEPARTMENT AND ARE MADE A PART CF n-llS PLAT AS IF SET OUT HERE ON. SIGNED THIS THE ___ DAY OF _____ 20 __ _ CERUFICA Tf OF APPROVAi RY 7HF COUNTY FNGJNFF"R THE UNDERSIGNED, AS COUNTY ENGINEER OF BALDWIN COUNTY, ALABAMA, HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA. DATED THIS _DAY OF _______ 20_ COUNTY ENGINEER JJJfil£.JMI,J;_ S 45""0751 E M.38 SM"1200 E 234.72 1#.75 SOll'O!!J7W 120.11 SIKT51110W 75.E2 Vicinity Map 1 Inch = 1 Mile SURVEYOR: DEWBERRY 25J5J FRIENDSHIP ROAD OAPHNE, AWW!,A 36526 VICTOR L. GERMAIN, PLS AL L/C. NO. J847J OWNER /LEASEHOLDER: FAIRHOPE SINGLE TAX CORP. (OWNER) THE VERANDAS LLC (LEASEHOLDER) 1507 CAPTAIN O'NEAL DRIVE ROBERTSDALE, ALABAMA J6567 PARCEL NO. 05-46-01-11-0-000-001.50J PPIN 64685 = ZONING: UNZONED (BALDWIN CO. PLANNING DIST. 14) FAIRHOPE EXTRA-TERRITORIAL JURISDICTTON TOTAL ACREAGE: 178.5 ACRES NUMBER OF LOTS: 15 SITE DENSITY: 0.08 UNITS/AC SMALLEST LOT: 3.00 ACRE5 LARGEST LOT: 4.38 ACRES LIN. FT. OF STREETS: 201 3 PROPOSED USE: RESIDENTIAL REQUIRED SETBACKS FRONT -100 FEET REAR -50 FEET SIDE -25 FEET = WATER SERVICE: CITY OF FAIRHOPE SEIIER SERVICE: SEPTTC ELECTRIC SERVICE: RIVIERA UTILITTES TELEPHONE SERVICE: AT&T THE ESTATES AT THE VERANDAS, PHASE 1 (A RESUBDMSION OF WT 1 OF THE RESUBDMSION OF WT 1 OF THE BILLS' NO. 2 SUBDMSION) DECEMBER 9, am -SHEET 2 OF 2 BOUNDARY SURVEY AND PIAT OF SUBDMSION DESIGN CKH DRAWN CKH CHKD. CKH ENG JMB SURVEYOR VLG PROJ MGR JMB • Dewberry· SCALE 1"=100' PROJ. N0.50131350 25353FriendshipRoad Daphne,AL36526 FILE PRELIM PH1 251.990.9950 fax251.990-9910 SHEET 2 of 2 10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+00 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 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 OHUL OHUL10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+97 GALLERY BLVD GALLERY BLVDARIA AVEARIA AVE x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xGALLERY BLVD 4110+00 11+00 10+0010+6013+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+48 10+0011+0012+0013+0014+0014+77WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW1 2 3 4 5 6 7 8 9 10 11 12 13 14 LALA B A M ALALABAM A Feet 0 50 100 DISTURBED AREA: WETLAND LINE 30' WETLAND BUFFER EXISTING FENCE 10' HORSE TRAIL EASEMENT 20' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 10' HORSE TRAIL EASEMENT 50.0' FUTURE ROW 20.0' INGRESS/EGRESS EASEMENT FOR FIRE LANE ACCESS E D C B A 2 /9/:·,=--:---:·.---:. >0~=~:~:..:::=--::::. // ,,.,,, // ,,,,.,.,,. / ,/ ,, / ,,-------_,,, ... ,,,,,,,. ,,,,," ,,/.,,,, I / I / / / '(/) / / I / // / ,,,// __ _,,/ 10/' I I I I I I I / I I I I I I I / I I I ! I i I i I I I I I / / \ Q ,,,,,,/ \f 0 0 C!> 0 3 4 5 t{:}>~<<{<I LIMITS OF CLEARING B.50 ACRES -PHASE 1 I Dawbany· SEAL SCALE 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 en <( 0 z ~ w () <( > -' :::;: -' ;i§ w Cl) :r: <( ::s I-Cl <( z ~ ~ ui ll.. llJ 0 en > ::c w llJ 0:: s I <( I-IL en w w :r: I- ,,,11,,,, 0/,,::,c;eis</',,\ ~* '. PR~;E!~~~~AL )* I \,);et~~-'-~~~;<\,,,,' ,,,,,71:J,1~i~'''' ·-·- NO. DESCRIPTION REVISIONS DATE JMB JMB JMB DRAWN BY APPROVED BY CHECKED BY DATE SEPTEMBER 2020 TITLE CLEARING & GRUBBING PLAN PROJECT NO. 50131350 C1A SHEETNO. x x x x x x x x x x x x x x x 11+0012+0013+0014+0015+0016+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+0 0 2 5 + 0 0 26+0027+0027+75LALA B A M ALALABAM A Feet 0 50 100 DISTURBED AREA: WETLAND LINE 30' WETLAND BUFFER EXISTING FENCE 50.0' FUTURE ROW 50.0' FUTURE ROW 50.0' FUTURE ROW 20.0' DRAINAGE EASEMENT I Dawbany· SEAL SCALE 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 en <( 0 z ~ w () <( > -' :::;: -' ;i§ w Cl) :r: <( ::s I-Cl <( z ~ ~ ui ll.. llJ 0 en > ::c w llJ 0:: s I <( I-IL en w w :r: I- ,,,11,,,, 0/,,::,c;eis</',,\ ~* '. PR~;E!~~~~AL )* I \,);et~~-'-~~~;<\,,,,: ,,,,,71:J,1~i~'''' ·-·- NO. DESCRIPTION REVISIONS DATE JMB JMB JMB DRAWN BY APPROVED BY CHECKED BY DATE SEPTEMBER 2020 TITLE CLEARING & GRUBBING PLAN PROJECT NO. 50131350 C1B SHEETNO. WWWM WM L 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 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 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 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 OHUL OHUL OHUL OHU OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xGALLERY BLVDGALLERY BLVDBLVDARIA AVE ARIA AVE x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xGALLERY BLVD41 42 43 44 15 45 10+0011+001210+0010+6010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0023+4810+00 11+00 12+00 13+00 14+00 14+77 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W • • • x INSTALL TEMPORARY TURNAROUND REMOVE WITH PHASE 2 30' WETLAND BUFFER WETLAND LINE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 LALA B A M ALALABAM A Feet 0 50 100 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xEXISTING FENCE TO REMAIN W/ PHASE 1 INSTALL 20 TON CLASS II RIPRAP W/ FILTER FABRIC 20.0' DRAINAGE EASEMENT 15.0' DRAINAGE EASEMENT 20.0' INGRESS/EGRESS EASEMENT E D C B A :i,;' ::1 1 ,,T I, I :,: ,:.J \\:11 1 l l'~,,: ' ;7 , /,;,),),, \, r~r;/1 :, ✓ ! /'v/:1yv-_/ \... \ \ ' 1lV1~~~~> <;-/::-''"'""'=-,-,,-,~,\~.-\;-.,,-,,,-,\~~.~-;--,-~--iii //i --------_ _,,; \\( // I / ' \\-~l ~ \ ··,\\\\,t\ \~\\ '\ \i \\:~\\ '\ ( ,\\\j H~E ,O~E / \ i'-PHASE ,1wo\,/\ :;;::;:=;;~l {l li¥1\ !1 \ \ \ \ \ 11\ l1 Install and maintain ALDOT # 1 stone 12 inches deep minimum CONSTRUCTION EXIT DETAIL Install pre-construction 2 10·-o· TYPE •A" SILT FENOO DETAIL b I ,,, 3 WOOD OR STEEL POST WIRE FABRIC 32M MIN. FILTER FABRIC EXISTING GROUND STRAW ENCASED IN TUBULAR PHOTODEGRADABLE PLASTIC NETTlNG (2) WOOD STAKES {PLACED DIAGONALLY ON EACH SIDE 4 5 RMP PHASING SfOl!fNCE· CONlRACTOR SHALL FOLLOW THE PHASING SEQUENCE BELOW: LEGEND CBMPsl 1cc1 CONSTRUCTION EXIT ~ ~ (2O'x5O' MINIMUM) ~ PHASE 1: SEDIMENT CONTROL DEV1CE &: WETLAND BUFFER SIGN INSTALLATION (PRIOR TO AMY LANO DISTURBANCE ACTIVITY) SILT FENCE (TYPE "A") -- STRAW WATTLES □ PHASE 2: DETENTION POND INSTAU.ATION PHASE 3: LAND CLEARING (OTHER THAN FOR SEDIMENT CONTROL AND DETENTION POND) THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SHO'IYN ON THE CONSTRUCTION BEST MANAGEMENT PRACTICES PLAN THAT ACCOMPANIES THE ADEM NPDES PERMIT. ALL DISTIJRBED AREAS (INCLUDING UTILITY WORK) SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL INSPECTION. SEED AND MULCH WILL NOT BE ACCEPTED. DISTURBED AREA: 8.50 ACRES -PHASE 1 DETENTION AREAS SHALL HAVE SOLID SOD AS FINAL COVER. SECTION VIEW D'.PICAI PRACTICES ANO MAINTENANCE· (TO BF INSPECTED AND MAINTAINED DAU Y BY CONTRACTOR) 1. CQNSIBlJCTIQN EXII INSTALL PRIOR TO LAND DISTURBING ACTIVITIES. GRADE, COMPACT AND ADD ROCK AS NEEDED TO MAINTAIN ADEQUATE GROUND COVER, REDUCING VEHICLE TRACKING. 2. IYPE •A• 511 I FENCE INSTALL AS INDICATED ALONG PERIMETER OF DISTURBED AREAS. REMOVE SEDIMENT 'NHEN IT REACHES ½ HEIGHT OF FENCE. REPAIR OR REPLACE DAMAGED AREAS IMMEDIATELY TO MAINTAIN ADEQUATE RETENTION OF SEDIMENT AND PROTECTION OF SENSITIVE AREAS. 3. INI fI PBOTfCDQN INSTALL PRE-ROAD PROTECTION CURB INLET PROTECTION IN A TIMELY MANNER. REPAIR OR REPLACE DAMAGED OR SEDIMENT LADEN DEVICES. REMOVE SEDIMENT THAT SEffiES NEAR INLETS IMMEDIATELY. -4-. BEMO"f' SEDIMENT THAT LEAVES DISTURBED AREAS IMMEDIATELY TO PREVENT OR REDUCE OFFSITE IMPACTS, ESPECIAU. Y IN ROADWAYS. 5. SEEP AND MULCH QR PERMANENT YEGEJATlQN APPLY TEMPORARY SEED AND MULCH TO AREAS LEFT DISTURBED FOR LONGER THAN 10 DAYS. PLANT SEASONALLY APPROPRIATE VEGETATION. REPLANT AS NEEDED IF VEGETATION FAILS. INSTALL PERMANENT VEGETATION AS SOON AS FINAL GRADING COMPLETE. ADDITIONAi BMP NOTfS· 1. CONTRACTOR TO INSPECT CONSTRUCTION SITE WEEKLY DURING CONSlRUCTION AND AFTER RAINFALL TO ENSURE CORRECT WORKING CONDITIONS. 2. CONTRACTOR WILL BE RESPONSIBLE FOR TAKING OUT THE ADEM STORMWATER PERMIT AND MONITORING DURING THE CONSlRUCTION PHASE. UPON COMPLETION, THE HOMEBUILDER WILL GET PERMIT AFTER NOTICE OF TERMINATION FROM ADEM HAS BEEN RECEIVED. 3. INACTIVITY OF GREATER THAN 60 DAYS 'MLL REQUIRE SEEDING AND MULCHING. -4-. ADDITIONAL BMPS COULD BE NEEDED IN ADDITION TO THOSE SET OUT THE BMP PLAN. MAXIMUM DRIPUNE (VARIES) FENCE L..OCA.TION MR'S OF CRITlCAL ROOT ZOii RADIUS•1 FOOT PER INa-1 OF lRUNK DIMIIETER FIRMLY DRMN METAL ~ 8'R STAKES (1.5'X1.5"X0,12!1'X101 OR EQlW. -8'-0-O.C. TREE PROTECTION FENCE SlRAW ENCASED PHOTOci~G~~'i1"~. PLASTIC NETTING ,,, (2) WOOD STAKES : 0 (PLACED OIAGONALL Y . [Q] • ON EACH SIDE) STAKE AT OVERLAP PLACEMENT DETAIL STRAW WATTLE DETAIL NTS I Dawbany· SEAL SCALE 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 en <( 0 z ~ w () <( > -' :::;: -' ;i§ w Cl) :r: <( ::s I-Cl <( z ~ ~ ui ll,, llJ 0 en > ::c w llJ 0:: s ::c <( I-IL en w w :r: I- ,1111,,,, 0/,,::,c;eis</',,\ ~* '. PR~;E!~~~~AL )* I \,);et~~-'-~~~;<\,,,,: ,,,,,71:J,1~i~'''' ·-·- NO, DESCRIPTION REVISIONS DATE JMB JMB JMB DRAWN BY APPROVED BY CHECKED BY DATE SEPTEMBER 2020 TITLE BMP PLAN PROJECT NO. 50131350 C2A SHEETNO. x x x x x x x x x x x x x x x 11+0012+0013+0014+0015+0016+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+0 0 2 5 + 0 0 26+0027+0027+75• • • x 30' WETLAND BUFFER WETLAND LINE INSTALL 20 TON CLASS II RIPRAP W/ FILTER FABRIC LALA B A M ALALABAM A Feet 0 50 100 EXISTING FENCE x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xINSTALL 20 TON CLASS II RIPRAP W/ FILTER FABRIC 50.0' FUTURE ROW 50.0' FUTURE ROW 50.0' FUTURE ROW 20.0' DRAINAGE EASEMENT 2 3 E D C B A 4 5 RMP PHASING SfOl!fNCE· CONlRACTOR SHALL FOLLOW THE PHASING SEQUENCE BELOW: LEGEND CBMPsl 1cc1 CONSTRUCTION EXIT ~ PHASE 1: SEDIMENT CONTROL DEV1CE &: WETLAND BUFFER SIGN INSTALLATION (PRIOR TO AMY LANO DISTURBANCE ACTIVITY) ~ (2O'x5O' MINIMUM) ~ ~ SILT FENCE (TYPE "A") --PHASE 2: DETENTION POND INSTAU.ATION PHASE 3: LAND CLEARING (OTHER THAN FOR SEDIMENT CONTROL AND DETENTION POND) ~ STRAW WATTLES □ = THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SHO'IYN ON THE CONSTRUCTION BEST MANAGEMENT PRACTICES PLAN THAT ACCOMPANIES THE ADEM NPDES PERMIT. ALL DISTIJRBED AREAS (INCLUDING UTILITY WORK) SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL INSPECTION. SEED AND MULCH WILL NOT BE ACCEPTED. DETENTION AREAS SHALL HAVE SOLID SOD AS FINAL COVER. DISTURBED AREA: 8.50 ACRES -PHASE 1 D'.PICAI PRACTICES ANO MAINTENANCE· (TO BF INSPECTED AND MAINTAINED DAU Y BY CONTRACTOR) 1. CQNSIBlJCTIQN fXII INSTALL PRIOR TO LAND DISTURBING ACTIVITIES. GRADE, COMPACT AND ADD ROCK AS NEEDED TO MAINTAIN ADEQUATE GROUND COVER, REDUCING VEHICLE TRACKING. 2. IYPF .A. sn I FENCE INSTALL AS INDICATED ALONG PERIMETER OF DISTURBED AREAS. REMOVE SEDIMENT 'NHEN IT REACHES ½ HEIGHT OF FENCE. REPAIR OR REPLACE DAMAGED AREAS IMMEDIATELY TO MAINTAIN ADEQUATE RETENTION OF SEDIMENT AND PROTECTION OF SENSITIVE AREAS. 3. INI fI PROTECTION INSTALL PRE-ROAD PROTECTION CURB INLET PROTECTION IN A TIMELY MANNER. REPAIR OR REPLACE DAMAGED OR SEDIMENT LADEN DEVICES. REMOVE SEDIMENT THAT SEffiES NEAR INLETS IMMEDIATELY. -4-. RfMO\,f' SEDIMENT THAT LEAVES DISTURBED AREAS IMMEDIATELY TO PREVENT OR REDUCE OFFSITE IMPACTS, ESPECIAU. Y IN ROADWAYS. 5. SEED AND MULCH QR PERMANENT VEGETATION APPLY TEMPORARY SEED AND MULCH TO AREAS LEFT DISTURBED FOR LONGER THAN 10 DAYS. PLANT SEASONALLY APPROPRIATE VEGETATION. REPLANT AS NEEDED IF VEGETATION FAILS. INSTALL PERMANENT VEGETATION AS SOON AS FINAL GRADING COMPLETE. ADDIDQNAI BMP NOTES· 1. CONTRACTOR TO INSPECT CONSTRUCTION SITE WEEKLY DURING CONSlRUCTION AND AFTER RAINFALL TO ENSURE CORRECT WORKING CONDITIONS. 2. CONTRACTOR WILL BE RESPONSIBLE FOR TAKING OUT THE ADEM STORMWATER PERMIT AND MONITORING DURING THE CONSlRUCTION PHASE. UPON COMPLETION, THE HOMEBUILDER WILL GET PERMIT AFTER NOTICE OF TERMINATION FROM ADEM HAS BEEN RECEIVED. 3. INACTIVITY OF GREATER THAN 60 DAYS 'MLL REQUIRE SEEDING AND MULCHING. -4-. ADDITIONAL BMPS COULD BE NEEDED IN ADDITION TO THOSE SET OUT THE BMP PLAN. ~ I Dawbany· SEAL SCALE 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 en <( 0 z ~ w () <( > -' :::;: -' ;i§ w Cl) :r: <( ::s I-Cl <( z ~ ~ ui ll.. llJ 0 en > ::c w llJ 0:: s I <( I-IL en w w :r: I- ,1111,,,, 0/,,::,c;eis</',,\ ~* '. PR~;E!~~~~AL )* I \,);et~~-'-~~~;<\,,,,: ,,,,,71:J,1~i~'''' ·-·- NO. DESCRIPTION REVISIONS DATE JMB JMB JMB DRAWN BY APPROVED BY CHECKED BY DATE SEPTEMBER 2020 TITLE BMP PLAN PROJECT NO. 50131350 C2B SHEETNO. WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00WWWM WM 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 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 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 OHUL OHUL OHU OH UL OHUL OHUL OHUL OHUL OHUL OHU 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 OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x10+0011+0012+0013+0014+0015+0016+0016+97GALLERY BLVDGALLERY BLVDARIA AVE ARIA AVE x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x WGALLERY BLVD10+0011+0010+0010+60 2 5 6 B 1 A D 3 4 C W10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0023+4810+00 11+00 12+00 13+00 14+00 14+77 22 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 23 PIPE TABLE PIPE NAME 1 2 3 5 6 7 SIZE INSTALL 34 LF OF 18" RCP INLET ELEV: 91.83 OUTLET ELEV: 91.66 INSTALL 56 LF OF 18" RCP INLET ELEV: 91.66 OUTLET ELEV: 89.11 INSTALL 162 LF OF 18" HDPE INLET ELEV: 89.11 OUTLET ELEV: 88.30 INSTALL 42 LF OF 18" RCP INLET ELEV: 94.08 OUTLET ELEV: 92.94 INSTALL 39 LF OF 24" RCP INLET ELEV: 90.47 OUTLET ELEV: 89.91 INSTALL 31 LF OF 24" RCP INLET ELEV: 90.81 OUTLET ELEV: 90.64 PIPE NAME 4 8 9 10 11 22 23 SIZE INSTALL 247 LF OF 18" HDPE W/ SLOPE PAVED HEADWALL INLET ELEV: 88.30 OUTLET ELEV: 79.00 INSTALL 49 LF OF 24" RCP W/ SLOPE PAVED HEADWALL INLET ELEV: 88.49 OUTLET ELEV: 88.00 INSTALL 55 LF OF 18" RCP W/ SLOPE PAVED HEADWALL INLET ELEV: 93.10 OUTLET ELEV: 92.85 INSTALL 400 LF OF 30" RCP W/ SLOPE PAVED HEADWALL INLET ELEV: 88.00 OUTLET ELEV: 80.00 INSTALL 150 LF OF 30" RCP W/ SLOPE PAVED HEADWALL INLET ELEV: 80.00 OUTLET ELEV: 78.00 INSTALL 76 LF OF 18" RCP W/ SLOPE PAVED HEADWALL INLET ELEV: 94.36 OUTLET ELEV: 92.58 INSTALL 15 LF OF 24" RCP W/ SLOPE PAVED HEADWALL INLET ELEV: 96.32 OUTLET ELEV: 96.25 STRUCTURE TABLE ID NO. A B E F H DETAILS INSTALL YARD INLET STA: 16+61.00 - ARIA AVE THROAT = 94.83 INVERT = 91.83 PIPE 1 - INV OUT = 91.83 INSTALL YARD INLET STA: 16+61.00 - ARIA AVE THROAT = 94.83 INVERT = 91.66 PIPE 1 - INV IN = 91.66 PIPE 2 - INV OUT = 91.66 INSTALL YARD INLET STA: 48+55.00 - GALLERY BLVD THROAT = 94.80 INVERT = 90.81 PIPE 7 - INV OUT = 90.81 INSTALL YARD INLET STA: 48+55.00 - GALLERY BLVD THROAT = 94.72 INVERT = 88.49 PIPE 7 - INV IN = 90.64 PIPE 8 - INV OUT = 88.49 INSTALL YARD INLET STA: 43+41.91 - GALLERY BLVD THROAT = 94.95 INVERT = 90.95 PIPE 12 - INV IN = 90.95 PIPE 9 - INV OUT = 93.10 STRUCTURE TABLE ID NO. C D G DETAILS INSTALL JUNCTION BOX STA: 10+43.61 - ARIA AVE - HAMMERHEAD RIM = 93.11 INVERT = 89.11 PIPE 2 - INV IN = 89.11 PIPE 3 - INV OUT = 89.11 INSTALL JUNCTION BOX STA: 12+53.11 - SWALE A RIM = 95.57 INVERT = 88.30 PIPE 3 - INV IN = 88.30 PIPE 4 - INV OUT = 88.30 INSTALL JUNCTION BOX STA: 48+27.01 - GALLERY BLVD RIM = 85.42 INVERT = 80.00 PIPE 10 - INV IN = 80.00 PIPE 11 - INV OUT = 80.00 LALA B A M ALALABAM A Feet 0 50 100 WETLAND LINE 30' WETLAND BUFFER WETLAND LINE 30' WETLAND BUFFER EXISTING 24" RCP INSTALL 20 TON CLASS II RIPRAP W/ FILTER FABRIC EXISTING FENCE TO REMAIN W/ PHASE 1 INSTALL TEMPORARY TURNAROUND INSTALL ROADSIDE DITCHES SEE TYPICAL SECTIONS WETLAND CROSSING FOR POTENTIAL DRIVEWAY WETLAND CROSSING FOR POTENTIAL DRIVEWAY 10' HORSE TRAIL EASEMENT 10' HORSE TRAIL EASEMENT 10' HORSE TRAIL EASEMENT 14 7 8 9 13 12 11 3 2 1 4 5 6 20.0' INGRESS/EGRESS EASEMENT E D C B A 2 3 4 ------· _,._. ==~ie..,e...;==~--c:::::::_ __ c:::::::_~~=~--='=c===~;c;;:~--===~--==,,._-----:,_, ----------~-~-:~.:--c=--~"'_=---~:-.._l~-~::~----c:::~:--c::::::;_:_::-:::~:--~::~---~:::;;:;;=:~;~-e=-:_:i:::}::=~::;:::~~::~:::--'•~:c __ :~~---:~~~~~~~~~~~~::-~~~~ :::-----::::::;-------- ' ' ' ~!i\,tf :,') 1-------------'-,, ,,_________ '-----,,,, ________ ' ,~-,,,\ \11t : 1! --------~-:-~------~~~~~~~~~~~~:::::=_~_-_~ __ o __ -_-_-_~_ ---o~~--------<>-----------~ -------\>\ _ -!II ' r:=--=-:: ~:.,\~~:\:\ ~\ • -; ~\t' (/ ( / h , I ) '•: (,f \ I I \~('I \ ; ,/ I \:~~~:l \ f / ,/ -" r \ / i ! ~t \ ) / ~)~ // J; ~-◊~:~,~~-----_-_,_,___ Q \0 \ i I: i > \i /: : \ J -----------,,__ ,, ,____ \,,,, ______ '•· \\\\ \ \ \I ==:~t l J i;~~~~~--:·_-,_\-\,-\J-,-: -+----'c----,----+.--..-"c----':~'c-----\-~s-----r--,~-r-,,,--,---,,----;,~,-,1 -.~1Nn f·+,:_----------------------~--,,--'_,_,_',~-----------------""_-".,,_---\-_,, __ _,_,...,,~-.'._."c---c----i-1 ,,/~~ + \\~~~~tf j/ i 1f i \,~\~ 0\ ~, \~\ t:1') ) / ~ I + # -+ '~ ------------::/ w ~/,~~:iJ;ti~~~j:>/~: : • ?:l !I-:o O \,,,,, \ \Q\, \ \ • I \,, \,,, L!i,11 I !! i"!l-1 ---"+-----+--------------e----,"-------,'--~-i I \/ \ \ ,I ,I (//' :1::• .!!!.:. -1,---------------\, \) J~) 1>1~):~~~> CJ (cJ \\ ri :l ;\ ___ _// 1 / 1 1 • 1 1/_ 1 _-___ 1 .!_:_J,_:_~·_i_~_;_:_:_~:_:_;\\ \ r;r,·:.:::.:·:··!\:i_:::!, '..:._'\:,.'·,-_·:/;'//J'I/: / ' ,: ' :-' \ ' \ \ \ --/ (.. \ r,._:,~<\.· .. ~· .. ,:1·,\.·.·.\ .. ______ _ _)!l\i\Ji / \ / ,, ; •1,,, .... 1, - .r-7 -u '~o-~ --_:_o _ 1:1- 0 0'<:\ \\d\1 \; \ \ ' ',,,\ \ 0 , / f I f/ :r ./.· • \ li('\\ I t 1 \\~ / i ~~~;{y4f '.§~~ ~t)i ).~\: ' I l k 1\\'.-0~GE --,' ,' / / / 8 20 -~JNAGE ; ,'~/ / / ,' / w \ \ w w w w w w ~ w + + + ~ ~ + w w w + ~ ~ + w w w w w w w w w \ ·- 5 I Dawbany· SEAL SCALE 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 w I I- ,,,11,,,, 0/··::,c;e1s</',,\ ~* '. PR~;E!~~~~AL )* I \,);et~~-'-~~~;<\,,,,: ,,,,,71:J,J~i~'''' ·-·- NO. DESCRIPTION REVISIONS DATE JMB JMB JMB DRAWN BY APPROVED BY CHECKED BY DATE SEPTEMBER 2020 TITLE OVERALL DRAINAGE PLAN PROJECT NO_ 50131350 C3A SHEET NO. x x x x x x x x x x x x x x x x 11+0012+0013+0014+0015+0016+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+0 0 2 5 + 0 0 26+0027+0027+75H 9 EF 78 10 G 11 PIPE TABLE PIPE NAME 1 2 3 5 6 7 SIZE INSTALL 34 LF OF 18" RCP INLET ELEV: 91.83 OUTLET ELEV: 91.66 INSTALL 56 LF OF 18" RCP INLET ELEV: 91.66 OUTLET ELEV: 89.11 INSTALL 162 LF OF 18" HDPE INLET ELEV: 89.11 OUTLET ELEV: 88.30 INSTALL 42 LF OF 18" RCP INLET ELEV: 94.08 OUTLET ELEV: 92.94 INSTALL 39 LF OF 24" RCP INLET ELEV: 90.47 OUTLET ELEV: 89.91 INSTALL 31 LF OF 24" RCP INLET ELEV: 90.81 OUTLET ELEV: 90.64 PIPE NAME 4 8 9 10 11 22 23 SIZE INSTALL 247 LF OF 18" HDPE W/ SLOPE PAVED HEADWALL INLET ELEV: 88.30 OUTLET ELEV: 79.00 INSTALL 49 LF OF 24" RCP W/ SLOPE PAVED HEADWALL INLET ELEV: 88.49 OUTLET ELEV: 88.00 INSTALL 55 LF OF 18" RCP W/ SLOPE PAVED HEADWALL INLET ELEV: 93.10 OUTLET ELEV: 92.85 INSTALL 400 LF OF 30" RCP W/ SLOPE PAVED HEADWALL INLET ELEV: 88.00 OUTLET ELEV: 80.00 INSTALL 150 LF OF 30" RCP W/ SLOPE PAVED HEADWALL INLET ELEV: 80.00 OUTLET ELEV: 78.00 INSTALL 76 LF OF 18" RCP W/ SLOPE PAVED HEADWALL INLET ELEV: 94.36 OUTLET ELEV: 92.58 INSTALL 15 LF OF 24" RCP W/ SLOPE PAVED HEADWALL INLET ELEV: 96.32 OUTLET ELEV: 96.25 STRUCTURE TABLE ID NO. A B E F H DETAILS INSTALL YARD INLET STA: 16+61.00 - ARIA AVE THROAT = 94.83 INVERT = 91.83 PIPE 1 - INV OUT = 91.83 INSTALL YARD INLET STA: 16+61.00 - ARIA AVE THROAT = 94.83 INVERT = 91.66 PIPE 1 - INV IN = 91.66 PIPE 2 - INV OUT = 91.66 INSTALL YARD INLET STA: 48+55.00 - GALLERY BLVD THROAT = 94.80 INVERT = 90.81 PIPE 7 - INV OUT = 90.81 INSTALL YARD INLET STA: 48+55.00 - GALLERY BLVD THROAT = 94.72 INVERT = 88.49 PIPE 7 - INV IN = 90.64 PIPE 8 - INV OUT = 88.49 INSTALL YARD INLET STA: 43+41.91 - GALLERY BLVD THROAT = 94.95 INVERT = 90.95 PIPE 12 - INV IN = 90.95 PIPE 9 - INV OUT = 93.10 STRUCTURE TABLE ID NO. C D G DETAILS INSTALL JUNCTION BOX STA: 10+43.61 - ARIA AVE - HAMMERHEAD RIM = 93.11 INVERT = 89.11 PIPE 2 - INV IN = 89.11 PIPE 3 - INV OUT = 89.11 INSTALL JUNCTION BOX STA: 12+53.11 - SWALE A RIM = 95.57 INVERT = 88.30 PIPE 3 - INV IN = 88.30 PIPE 4 - INV OUT = 88.30 INSTALL JUNCTION BOX STA: 48+27.01 - GALLERY BLVD RIM = 85.42 INVERT = 80.00 PIPE 10 - INV IN = 80.00 PIPE 11 - INV OUT = 80.00 LALA B A M ALALABAM A Feet 0 50 100 POND 1 TOP ELEV: 94.00 100 YR H.W. 91.52 BOTTOM ELEV: 88.00 WETLAND LINE 30' WETLAND BUFFER INSTALL 20 TON CLASS II RIPRAP W/ FILTER FABRIC INSTALL 20 TON CLASS II RIPRAP W/ FILTER FABRIC 50.0' FUTURE ROW 50.0' FUTURE ROW 50.0' FUTURE ROW 20.0' DRAINAGE EASEMENT 2 3 E C A 4 +,/ \\,+ \ 'V \, --J,, "V\, ___ --->JL _ -- 5 I Dawbany· SEAL SCALE 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 w I I- ,,,11,,,, 0/,,::,c;eis</',,\ ~* '. PR~;E!~~~~AL )* I \,);et~~-'-~~~;<\,,,,: ,,,,,71:J,1~i~'''' ·-·- NO. DESCRIPTION REVISIONS DATE JMB JMB JMB DRAWN BY APPROVED BY CHECKED BY DATE SEPTEMBER 2020 TITLE OVERALL DRAINAGE PLAN PROJECT NO. 50131350 C3B SHEETNO. WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00WWWM 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 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 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 OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHU OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x10+0011+0012+0013+0014+0015+0016+0016+97GALLERY BLVDGALLERY BLVDARIA AVE ARIA AVE x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xWGALLERY BLVD10 1 2 3 4 7 8 11 12 13 14 9 5 6 W10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0023+48W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W LALA B A M ALALABAM A Feet 0 50 100 EXISTING OVER HEAD POWER LINE EXISTING OVER HEAD POWER LINE EXISTING POWER LINE TO BE REMOVED EXISTING 6" WATER MAIN INSTALL 6"x8" M.J. TAPPING VALVE & SLEEVE INSTALL FIRE HYDRANT ASSEMBLY INSTALL (2) 22.5° 8" M.J. BENDS INSTALL FIRE HYDRANT ASSEMBLY INSTALL 8" PVC WATER MAIN INSTALL 8" PVC WATER MAIN INSTALL 8" PVC WATER MAIN INSTALL 18 LF 8" DI WATER MAIN, 8" M.J. GATE VALVE, 8" M.J. PLUG, & FIRE HYDRANT ASSEMBLY INSTALL 8"x6" M.J. TEE, 6" M.J. GATE VALVE, 8" M.J. GATE VALVE, & 40 LF 6" DI WATER MAIN INSTALL 6" M.J. 90° BEND & 6" M.J. GATE VALVE INSTALL 65 LF 6" DI WATER MAIN, 6" M.J. PLUG, & FIRE HYDRANT ASSEMBLY INSTALL WATER SERVICE (TYPICAL) INSTALL WATER SERVICE (TYPICAL) INSTALL 6" PVC WATER MAIN WETLAND LINE 30' WETLAND BUFFER WETLAND LINE 30' WETLAND BUFFER INSTALL FIRE HYDRANT ASSEMBLY EXISTING 6" WATER MAIN INSTALL (4) 50 LF 4" PVC UTILITY SLEEVES INSTALL FIRE HYDRANT ASSEMBLY 20.0' INGRESS/EGRESS EASEMENT I 2 I 3 I 4 I 5 ~ E t I I /i + D / _ 15' DRAINAGE ( EASEMENT - I I i I C fJ - A I I 'V ( 'V ("" 'V I 'V 'V 'V I \ 'V 'V \ 'V \ I Dawbeny· SEAL t- SCALE 25353 FRIENDSHIP ROAD DAPHNE , AL 36526 251.990 .9950 ~ z ~ Wu,ci:: >UJ ::l ~ • ID :r: ~ 5 I-~ <I'. ~ ~ ~- w O Cl) > r. UJ w 0::: s~~ Cl) UJ UJ :r: I- ----1 \ f---t-----------t------1 NO. REVISIONS DRAWN BY APPROVED BY ,-CHECKED BY DATE TITLE DESCRIPTION DATE JMB JMB JMB SEPTEMBER 2020 OVERALL UTILITY PLAN PROJECT NO. 501 31350 C4 SHEET NO. WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x10+0011+0012+0013+0014+0015+0016+0016+97GALLERY BLVDGALLERY BLVDARIA AVE ARIA AVE x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xWGALLERY BLVD41 44 15 45W10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0023+48LALA B A M ALALABAM A Feet 0 50 100 WETLAND LINE 30' WETLAND BUFFER WETLAND LINE 30' WETLAND BUFFER EXISTING FENCE TO REMAIN W/ PHASE 1 INSTALL TEMPORARY TURNAROUND 10' HORSE TRAIL EASEMENT 10' HORSE TRAIL EASEMENT 10' HORSE TRAIL EASEMENT 14 7 8 9 13 12 11 3 2 1 4 5 6 INSTALL STOP SIGN & (2) STREET SIGNS INSTALL STREETLIGHT INSTALL STREETLIGHT INSTALL STREETLIGHT INSTALL STOP SIGN & (2) STREET SIGNS INSTALL STREETLIGHT INSTALL STREETLIGHT INSTALL STREETLIGHT INSTALL STREETLIGHT INSTALL "FUTURE THROUGH STREET" SIGN 20.0' INGRESS/EGRESS EASEMENT 5'-6"1'-0" CONC. BASE EXISTING GRADE NOT TO SCALE 1'-0"2'-6" (MIN.)1'-0"x1'-6"x.080" ALUMINUM WETLAND BUFFER BOUNDARY SIGN TO READ "WETLAND BUFFER BOUNDARY PER BOLT TO STEEL TUBE OR WITH 3/8" CADMIUM PLATED BOLTS, NUTS AND WASHERS. 2"x2"x.188" STEEL TUBE OR GALVANIZED U CHANNEL BASE 2'-0"1'-6"CITY OF FAIRHOPE GALVANIZED U CHANNEL EXTEND INTO CONC. E D C B A 2 i t l -------------------<1>1 I I t I l I i l 1 i I I I I I L 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~t --.,-.------ LJ 1 ~-__J_--+---~--~-·----'---,------'---➔---'----+--__L_--r-- 1 f r--0 --0 ----0 --0 --r--------- "WETLAND BUFFER" SIGN l . ~ I r ~ I ! ~ INSTALL WETLAND BUFFER SIGN 1' SPACED AT 100' INCREMENTS I i I ~ / ! / I I ~ ~ i I--___J.__~--+--------------11 ! INSTALL WETLAND BUFFER SIGN SPACED AT 100' INCREMENTS PHASE ONE PHASE TWO I ~ i 0 0 0 0 [20, DRAINAGE EASEMENT -' ---------------.............. 4 5 ,,,,,,,,,,,. .,,,.r·-·-,,.-'V / INSTALL WETLAND BUFFER SIGN SPACED AT 100' INCREMENTS //4 / ...... /·\V I i i (.fo :+--~---------'--------,L-~i 'V ____________ _i_ lw [ // l 15' DRAINAGE 20' DRAINAGE I / EASEMENT EASEMENT // // I I ( /. 'V 'V 'V 'V I I INSTALL WETLAND BUFFER SIGN <\\ SPACED AT 100' INCREMENTS l I I I I i \ 'V I w \ \ I \ \ \ \ \'-V ~II T \ \ "' \ \ \ )\ \[w 'V '"' \ \ \ \ 'V \ \ \V \ \+ I 20' DRAINAGE EASEMENT INSTAU. WETLAND BUFFER SIGN SPACED AT 100' INCREMENTS ---------~ .,,,.,.,,. '-V / / 'V ACORN TYPE FIXTURE (RIVIERA UTILITIES) 14'-o" GRADE NOTE:S: 14'-0" TO TOP Of' POLE 1B" TO BULB 15'-6" GROUND TO BULB HEIGHT 90 WA TT LED BULB SMOOTH BLACK TA.P£R£D ALUMINUM POL£ -v-----"-'TYP.._._.'li .. CAL.....__.ST,..._.,'RE.....,'ET"----'Lli"""G"'1lT"'---'D""'ET.""""'AIL"""'--- NOT TO SCAL£ \_'-V I Dawbany· SEAL SCALE 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 w I I- ·-·- NO. REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE DESCRIPTION DATE JMB JMB JMB SEPTEMBER 2020 LIGHTING & SIGNAGE PLAN PROJECT NO. 50131350 cs SHEETNO. WWWWWWWWWWWWWWWWWWWWWWWWWWWW10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+00 OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL10+00 11+00 GALLERY BLVD GALLERY BLVD GALLERY BLVD, STA=15+38.61 ARIA AVE, STA=10+00.00 x x x x x x xGALLERY BLVD GALLERY BLVD, STA=15+38.61 ARIA AVE, STA=10+00.00 10+00 10+0010+60W14+00 15+00 16+00 WWWWW90 95 100 105 110 115 120 125 130 135 140 90 95 100 105 110 115 120 125 130 135 140 9+509+50 10+00 102.2110+50 11+00103.05105.0611+50 12+00107.39108.9712+50 13+00110.02110.9813+50 14+00111.39111.6914+50 15+00112.00112.1715+50 16+00111.94111.6916+50 17+00111.44111.1917+50 18+00110.94110.6918+50 19+00110.44110.1919+50 20+00109.94109.6920+50 21+00109.44109.1921+50 22+00108.94108.6922+50 23+00108.4423+50108.19-3.30% 0.62% -2.50% -0.50% 1.03% 4.67% 2.11% GRADE BREAK STA = 10+00.01 ELEV = 102.86 GRADE BREAKSTA = 23+31.20ELEV = 108.29HIGH PT STA = 12+45.18 HIGH PT ELEV = 108.87 PVI STA = 12+20.18 PVI ELEV = 108.34 AD = -2.56% K = 19.54 LENGTH = 50'BVCS: 11+95.18BVCE: 107.17EVCS: 12+45.18EVCE: 108.87HIGH PT STA = 13+75.01 HIGH PT ELEV = 111.23 PVI STA = 13+50.01 PVI ELEV = 111.08 AD = -1.49% K = 33.45 LENGTH = 50'BVCS: 13+25.01BVCE: 110.55EVCS: 13+75.01EVCE: 111.23HIGH PT STA = 15+42.20 HIGH PT ELEV = 112.18 PVI STA = 15+39.62 PVI ELEV = 112.25 AD = -1.12% K = 44.83 LENGTH = 50'BVCS: 15+14.62BVCE: 112.09EVCS: 15+64.62EVCE: 112.12LOW PT STA = 10+34.68 LOW PT ELEV = 102.09 PVI STA = 10+29.45 PVI ELEV = 102.00 AD = 3.53% K = 7.09 LENGTH = 25'BVCS: 10+16.95BVCE: 102.32EVCS: 10+41.95EVCE: 102.13LOW PT STA = 10+65.01 LOW PT ELEV = 102.37 PVI STA = 11+00.01 PVI ELEV = 102.73 AD = 3.64% K = 19.22 LENGTH = 70'BVCS: 10+65.01BVCE: 102.37EVCS: 11+35.01EVCE: 104.36LALA B A M ALALABAM A Feet 0 50 100 INSTALL 6"x8" TAPPING VALVE & SLEEVE INSTALL FIRE HYDRANT ASSEMBLY INSTALL 8" PVC WATER MAIN INSTALL FIRE HYDRANT ASSEMBLY INSTALL 6" PVC WATER MAIN INSTALL FIRE HYDRANT ASSEMBLY INSTALL 8" PVC WATER MAIN INSTALL 18 LF 8" DI WATER MAIN, 8" M.J. GATE VALVE, 8" M.J. PLUG, & FIRE HYDRANT ASSEMBLY INSTALL 8"x6" M.J. TEE, 6" M.J. GATE VALVE, 8" M.J. GATE VALVE, & 40 LF 6" DI WATER MAIN 10' HORSE TRAIL EASEMENT INSTALL TEMPORARY TURNAROUND TO BE REMOVED WITH PHASE 2 END PHASE 1 PAVING EXISTING GROUND PROPOSED GRADE END PHASE 1 PAVING 0 30 R50.0' R50.0' R100.0' R100.0' R100.0'R100.0')> 102.7 104.7 + + +- +-106.6 108.2 .j.. .j.. .j.. .j.. 109.7 110.9 + + +- +-111.6 112.3 + + +- +-112.9 113.3 + + +- +-113.5 113.6 113.5 113.8 + + +- +-113.9 113.B + + +- +-114.0 114.2 + + +- +-114.1 114.3 + + t-t-114.0 114.0 .j.. .j.. .j.. .j.. 113.6 113.0 + + +- +-112.7 112.1 + + +- +-111,8 110.8 + + + + + + + + + + + / '--1 + + + + + t- t-+ + +- +-t- t-t- t-+ + +- +-+- +-7J ► z ~ 7J ;a 0 "Tl r m \ \ \ t \ \ ' 4 4 \ \ \ I\\ \\ \'l I I 11 ~ + + + + + + + + + + + ,-+ + I ~ / / OJ r l· + f H + + I I I I I I l· I I I I I I I I I ) I l· \ I I I \ \ l· I I I I I \ I I I l· I I I I I I I I i' f .. I I I I I I l· I I I I I I I I l· I I I I I I I I l· I I I I I I z p 0 + + t-+ + + +-+ + + + .j.. .j.. .j.. .j.. + + + + + + + +-+ ~ 2 ~ : I : + + + + + + +-+ ll ; I + t- t-+ + + +-+ + + + + + + +-+ + +-t-+ + + +-+ + t- t-+ + + +-+ + t- t-T + + t-+ + + + .j.. .j.. .j.. .j.. + + +-t-+ + + +-+ + +-t-+ + + +-+ Cl I I ) 1/ = --= -----_---,,,,,, / I ! \ \ \ ) / I ' ' ' ' ' ' I I ' ' ' ' ' ' ' ' ' , ' <. __ _ , ' ' ' ' I I , , , ' ' ' ' / PHASE 1 m -r---~----------------t-+t-----+-1-+ct-ttt--~•~------c I -1-----I I IQ I ,/ I r-7 I( , ' ' ' , ' ' , , ' ' , ' 0 u 0 THE ESTATES AT THE VERANDAS THE VERANDAS, LLC FAIRHOPE, ALABAMA 01 85 90 95 100 105 110 115 120 125 85 90 95 100 105 110 115 120 125 -1.17% -2.08% -2.08% -4.90 % -0.50%GRADE BREAKSTA = 10+00.00ELEV = 112.17GRADE BREAKSTA = 16+87.00ELEV = 94.60GRADE BREAKSTA = 16+97.00ELEV = 94.39HIGH PT STA = 11+65.17 HIGH PT ELEV = 111.20 PVI STA = 11+90.17 PVI ELEV = 111.07 AD = -0.67% K = 74.59 LENGTH = 50'BVCS: 11+65.17BVCE: 111.20EVCS: 12+15.17EVCE: 110.78HIGH PT STA = 13+76.00 HIGH PT ELEV = 108.90 PVI STA = 14+01.00 PVI ELEV = 108.61 AD = -3.73% K = 13.40 LENGTH = 50'BVCS: 13+76.00BVCE: 108.90EVCS: 14+26.00EVCE: 107.399+509+50 10+00112.17111.7710+50 11+00111.52111.2711+50 12+00110.94110.3712+50 13+00109.79109.2113+50 14+00108.41106.2114+50 15+00103.76101.3115+50 16+0098.8696.4116+50 17+00 17+50 2 INV OUT = 91.83ASTA 16+61.00THROAT= 94.83WWWWWWWWWWWWWWWWWWWW14+00 15+00 16+00 17+0010+0011+0012+0013+0014+0015+0016+0016+9710+00 11+00 11+20GALLERY BLVDARIA AVE ARIA AVE GALLERY BLVD, STA=15+38.61 ARIA AVE, STA=10+00.00 ARIA AVE - HAMMERHEAD, STA=10+60.00 ARIA AVE, STA=16+97.00WGALLERY BLVD, STA=15+38.61 ARIA AVE, STA=10+00.00 10 9 2B 1 A 3 C 14+00 14+77 80 85 90 95 100 105 110 115 120 80 85 90 95 100 105 110 115 120 9+509+50 10+0093.6194.2610+50 11+0094.9111+50 12+00 12+50 1.31%GRADE BREAKSTA = 10+00.00ELEV = 93.61GRADE BREAKSTA = 11+20.00ELEV = 95.17INV IN = 89.11INV OUT = 89.11CSTA 10+43.61THROAT= 93.113 2WW 16+00 16+9710+0011+0011+20VEARIA AVE - HAMMERHEAD, STA=10+60.00 ARIA AVE, STA=16+97.00 W14+0014+7715+00 10+00111.62 111.81 111.72 111.62 111.63 111.86 16+9795.67 94.88 94.13 95.67 95.33 95.07 LALA B A M ALALABAM A Feet 0 50 100 9 10 R25.0' R25.0' R25.0' R25.0' 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT INSTALL FIRE HYDRANT ASSEMBLY INSTALL 8" PVC WATER MAIN INSTALL 6" PVC WATER MAIN INSTALL 8" PVC WATER MAIN INSTALL FIRE HYDRANT ASSEMBLY 10' HORSE TRAIL EASEMENT 10' HORSE TRAIL EASEMENT INSTALL FIRE HYDRANT ASSEMBLY INSTALL 6" PVC WATER MAIN EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE 300 300 20.0' INGRESS/EGRESS EASEMENT 20.0' INGRESS/EGRESS EASEMENT E D C B A _,/ I I I I \ \ \ ) I / I (__./ I I I I I '----\ I I • • • • e • • • • e e • • e e e • • • • e • • • • e e 2 \ \ ' \p I 0 \ I \ \ I \ I I IQ 0 ' Q ' ' ' I \ ' \ ' ' I ' ' u '-~'O < -o-1:{ tr- \ \ I \ G\_ Q,'\, ,> 0 0 ) ( \ \ \ I I \ -- + + +- + +-+- + +-+- +-+- +-+- +-' +-' +-' :::::------------------~ ' --------------~ i'------+ +-~-, + +-+- + +-+-...I'--+ + +- + + .. + +-+- + +-+- + +-+- + +-+- + + .. + +-+- + +-+- + +-+- + +-+- + + .. + + .. 3 4 ----------, -- + t + + + • e e + I + + • • • • + t + + + e e e I J ' • • • • ~', t i--, e • ~ • "'--.. '- ~- + + ' • ---..:::..---, ,-- e e V--0 e + rl - ~ ~ + + u • • • + + l-e e + + [] • 5 ~- ,- I Dawbany· SEAL SCALE 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 en <( 0 z ~ w () <( > -' :::;: -' ;i§ w Cl) :r: <( ::s I-Cl <( z ~ ~ ui ll.. llJ 0 en > ::c w llJ 0:: s ::c <( I-IL en w w :r: I- ---- NO . REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE DESCRIPTION DATE JMB JMB JMB SEPTEMBER 2020 PLAN & PROFILE PROJECT NO. 50131350 PP2 SHEETNO. 70 75 80 85 90 95 100 105 110 70 75 80 85 90 95 100 105 110 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00INV IN = 89.11INV OUT = 89.11CSTA 10+43.61THROAT= 93.114 INV IN = 88.30INV OUT = 88.30D THROAT= 95.573 2 1 INV IN = 91.66INV OUT = 91.66BSTA 16+61.00THROAT= 94.83INV OUT = 91.83ASTA 16+61.00THROAT= 94.83-24 .42% -2.55%GRADE BREAKSTA = 14+88.75ELEV = 81.75GRADE BREAKSTA = 15+50.00ELEV = 77.7216+9710+00 11+00 11+20 ARIA AVE - HAMMERHEAD, STA=10+60.00 ARIA AVE, STA=16+97.00W13+00 14+00 14+77 LALA B A M ALALABAM A Feet 0 50 100 INSTALL 20 TON CLASS II RIPRAP W/ FILTER FABRIC 20' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 20.0' INGRESS/EGRESS EASEMENT 2 3 4 5 I Dawbany· SEAL REVISIONS DRAWN BY APPROVED BY w I I- PLAN & PROFILE 50131350 PP3 SHEETNO. 80 85 90 95 100 105 110 115 120 80 85 90 95 100 105 110 115 120 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 -1.59%-0.50% -0.50% -0.50% -1.74% -2.01% -2.36%GRADE BREAKSTA = 10+13.46ELEV = 101.53GRADE BREAKSTA = 11+50.00ELEV = 100.72GRADE BREAKSTA = 13+68.27ELEV = 99.63GRADE BREAKSTA = 15+43.39ELEV = 97.25GRADE BREAKSTA = 16+62.71ELEV = 94.85W10+00 11+00 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 OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL 10+0011+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+GALLERY BLVDDITCH 1 W 15+0016+0017+0018+0019+0020+0021+0022+0023+0023+4810+00 11+00 W W W W W W W W W W W W W W W W W W W LALA B A M ALALABAM A Feet 0 50 100 GRADE DITCH TO DRAIN EXISTING GROUND PROPOSED GRADE 2 3 E ---------------- ----_:----_____ --..:::------------------ ___ .,-- D C I .. .. .. + + + + + + I .. + + .. + + .. + + .. + + B t + + + + t----'-' , + \ + '------------1 ---+ ,-.._ - t l ---+ + + .. ,- I .. ,-,- + + + + + + I .. ,-+ .. ,-+ .. ,-+ A I + + + + + + + + + + + + 4 5 ---------- .. .. + + + + + + + + + + + + + + + + + + ,- + + ~---+ ~ ::::::::----.. .. ---..... ~ + + + ,- + ,- + ,- + + + + + + + + I Dawbany· SEAL SCALE 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 en <( 0 z ~ w () <( > -' :::;: -' ;i§ w Cl) :r: <( ::s I-Cl <( z ~ ~ ui ll.. llJ 0 en > ::c w llJ 0:: s ::c <( I-IL en w w :r: I- ·-·- NO. REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE DESCRIPTION DATE JMB JMB JMB SEPTEMBER 2020 PLAN & PROFILE PROJECT NO. 50131350 PP4 SHEETNO. 80 85 90 95 100 105 110 115 120 80 85 90 95 100 105 110 115 120 9+49.999+50 10+00106.97106.7210+50 11+00106.47106.2311+50 12+00105.98105.7312+50 13+00105.48105.2413+50 14+00104.99104.7414+50 15+00104.46104.0115+50 16+00103.58103.1616+50 17+00102.74102.3117+50 18+00101.89-0.50% -1.00% -0.85%GRADE BREAKSTA = 10+00.00ELEV = 106.97GRADE BREAKSTA = 14+94.21ELEV = 104.52GRADE BREAKSTA = 15+23.49ELEV = 104.23PC = 14+94.22PT = 15+23.28 x x x x x x x x x x x x45 10+00 11+00 12+00 13+00 14+00 15+00 16+0017+0018+0010+0010+60LALA B A M ALALABAM A Feet 0 50 100 INSTALL FIRE HYDRANT ASSEMBLY MATCHLINE A-A INSTALL TEMPORARY TURNAROUND 50.0' FUTURE ROW 50.0' FUTURE ROW I 2 '" '- ',,"" E '-'-'-'-'-'-'- D C - ----------,,- B A I ~ ~1 ~ ~1 \ \ I \ \ ___ ,,. \ \ \ \ \ \ \ \ \ ) I I I I I I I I \ ___ ,/[__ ~,,T -~.,___ - + + + + + + + ---------- + + + + +- + + + +- + + + + + + ~ ii ~ @ ~ 3 +-----+ + + + +- +- +- +- .;:----- + + + +- + + + +- +- +- + + + + ii " ~ I 4 I 5 z- + + + + + + +-+- + +- + +- + +- + + -----+ + ---+ -- + + + + + + +-+- + + + + + + +-+- + +- + +- + + + + + + + + ~1 ~ ~1 i ~1 " ~I ~ !e !, ~ I Dawbany· SEAL SCALE -• NO. REVISIONS DRAWN BY 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 en <( 0 z ~ w () <( > -' :::;: -' ;i§ w Cl) :r: <( ::s I-Cl <( z ~ ~ ui ll.. llJ 0 en > ::c w llJ 0:: s ::c <( I-IL en w w :r: I- ,,,11,,,, 0/,,::,c;eis</',,\ ~* '. PR~;E!~~~~AL )* I \,);et~~-'-~~~;<\,,,,: ,,,,,71:J,1~i~'''' -• - DESCRIPTION DATE JMB APPROVED BY JMB -CHECKED BY JMB DATE SEPTEMBER 2020 TITLE PLAN & PROFILE PROJECT NO. 50131350 PPS SHEETNO. 80 85 90 95 100 105 110 115 120 80 85 90 95 100 105 110 115 120 18+00101.89101.4718+50 19+00101.16100.9119+50 20+00100.66100.4120+50 21+00100.1699.9121+50 22+0099.6699.4122+50 23+0099.1698.9123+50 24+0098.6698.3524+50 25+0097.8297.2525+50 26+0096.6896.1126+50 27+0095.5494.9627+50 28+00INV OUT = 90.81E THROAT= 94.80-0.73%-0.56%-0.50%-0.50% -0.50% -0.88%-1.06% -1.14% -1.16%-0.98%14.75%-0.50%GRADE BREAKSTA = 18+50.16ELEV = 101.47GRADE BREAK STA = 18+67.66 ELEV = 101.34GRADE BREAKSTA = 19+00.00ELEV = 101.16GRADE BREAKSTA = 20+00.16ELEV = 100.66GRADE BREAKSTA = 21+00.00ELEV = 100.16GRADE BREAKSTA = 23+00.00ELEV = 99.16GRADE BREAKSTA = 24+33.08ELEV = 98.50GRADE BREAKSTA = 24+50.00ELEV = 98.35GRADE BREAKSTA = 25+00.00ELEV = 97.82GRADE BREAKSTA = 27+00.00ELEV = 95.54GRADE BREAKSTA = 27+50.00ELEV = 94.96GRADE BREAK STA = 27+69.60 ELEV = 94.77 GRADE BREAKSTA = 27+75.08ELEV = 95.57PC = 23+05.68PT = 25+58.4018+00 19+00 20+00 21+00 22+00 23+00 24+0 0 2 5 + 0 0 26+0027+0027+75MATCHLINE A-APOND 1 TOP ELEV: 94.00 100 YR H.W. 91.52 BOTTOM ELEV: 88.00 INSTALL 20 TON CLASS II RIPRAP W/ FILTER FABRIC 50.0' FUTURE ROW LALA B A M ALALABAM A Feet 0 50 100 20.0' DRAINAGE EASEMENT E D C + + + + + + + B t------ + + + + + + + + + A + + + + 2 I __ _, ------ L ________________________ ,,,.,------ -, ------- I L --------- --, _..,,,,," - ' ... , ... ',, ......... , ,,,, ... ",,,, ,,,,,,--·--" + + + +- +- +- +- + + + +- +- +- +- +- + + + + +- +- + + + +- +- - ------------- ----" I ,,,,,/ ____ .,,,.. ---------- " " I I " " " " \ \ \ \ \ I I I I I I I I I I I I I - 3 #--------------+ + + + +- + + + + + + + + + / - + + + + + + + + + + + + + + + +- +- +- +- + + + +- ,,.._ " ---------- +- + + + + +- +- + + + +- +- ! + I I I I I I I I I I I I - 4 + + + + + + +-+- + +- + +- + +- + + + + + + + + + -------r-- 1, + + + + + + + + + + :,i 5 .. z I Dawbany· SEAL SCALE 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 en <( 0 z ~ w () <( > ---' :::;: ---' ;i§ w Cl) :r: <( ::s I-Cl <( z ~ ~ ui ll.. llJ 0 en > ::c w llJ 0:: s ::c <( I-IL en w w :r: I- ,,,11,,,, 0/,,::,c;eis</',,\ ~* '. PR~;E!~~~~AL )* I \,);et~~-'-~~~;<\,,,,: ,,,,,71:J,1~i~'''' ·-·- NO. DESCRIPTION REVISIONS DATE JMB JMB JMB DRAWN BY APPROVED BY CHECKED BY DATE SEPTEMBER 2020 TITLE PLAN & PROFILE PROJECT NO. 50131350 PP6 SHEETNO. 10+00 WM 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 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 OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0023+48W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 10+00 11+00 WM 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 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 OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHULW10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0023+48W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 10+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0023+4810+00 WM 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 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 OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHULW10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0023+48W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 22 23 INSTALL 76 LF OF 18" RCP INLET ELEV: 94.36 OUTLET ELEV: 92.58 INSTALL 15 LF OF 24" RCP INLET ELEV: 96.32 OUTLET ELEV: 96.25 LALA B A M A 0'50'100' SCALE: 1" = 50' 25' OHPL W GAS 8.4'1.9' 14.8' 7.2' 55 E D C B A 2 ---I' EXISTING STRIPING / ) / , / , ,- / ,' HWY 104 EXISTING PLAN VIEW FST BERTOLLA PROPERTIES LLC PO BOX 1527 DAPHNE, AL 36526 PARCEL 05-46-01-02-0-000-0D1.5D5 3 4 5 ~---•-t ~>b-:~ . : : :): • =~=~ -::~_:::;:_~~:~=-=:~ ,~~~:~~~~:~~~~~~~~ ',,_ \\ '........... ........... '-, ......... \ \ 1--------------lPOO!EIJ 480.0 RIGHT 1\JRN LNE-----------------1 1-----------------o,,o,,o PR<POSED OECEl.ERATDI LANE--------------f------------330.0 1RANSrTION LNr£-----------t ~ :a iSl-----------330.0 lRANSITION LANE-----------'l'l If ALDOT :.0:: •• RIGHT OF WAY~ ~ s===s'7:J"s=== EXISTING EOP EXISTING OVER HEAD POWER LINE "' 8 h IU: ;,, ~ ~~ EXISTING LANE WIDTH 12.0'± I ~HOTT OF WAY ~ CUT ALONG EXISTING WHITE EDGE LINE TO CR~· NEW JOINT BEN EA TH NEW EDGE STRIPE LEGEND l:::::::::::j-EXISTING ASPHALT PAVING c=J-PROPOSED ASPHALT PAVING e -EXISTING POYt'ER POLE -----E)(JSTING OVERHEAD POWER LINE -----EXISTING WATER LINE --s ---EXISTING SEWER LINE - -EXISTING GAS LINE -----SILT FENCE ~ -INDICATES DIRECTION OF TRAFFlC FLOW --INDICATES DIRECTION OF DITCH FLOW INSTALL -4• DOTTED 'NHITE TRAFFIC STRIPE THERMOPLASTIC CLASS 2 TYPE A 12.0 RIGHT TURN LANE 2.0 PAVED SHOULDER INSTALL REFLECTIVE PAVEMENT INSTALL ~AmD S;II~ MARKERS {SEE AL.DOT DETAIL) THERMOPLASTIC CLASS 2 TIPE A EXISTING 6" SANITARY SEWER FORCE MAIN BY BALD'MN COUNTY SE~ OEPlH TO LINE ,... 50" 7.3 ESTATES AT THE VERANDAS PHASE ONE HWY 104 WIDENING PAVING & GEOMETRICAL PLAN HWY 104 WIDENING STRIPING PLAN INSTALL -4• DOTTED 'NHITE TRAFFIC STRIPE THERMOPLASTIC CLASS 2 TYPE A FST BERTOLLA PROPERTIES LLC PO BOX 1527 DAPHNE, AL 36526 PARCEL 05-46-D1-02-0-0D0-001.505 ESTATES AT THE VERANDAS PHASE ONE PROPERTY LINE SITE DATA INFORMATION 1. SPEED LIMIT IS 55 MPH 2. STOPPING SIGHT DISTANCE IS WlQQ'.±, 3. 1"1DENING & TURNOUT 1"1LL SERVE A RESIDENTIAL SUBDl\1SION. ~~ ~ !fl) oi ~~ ~ "'e" INSTALL -4• DOUBLE SCXJD ~ ~ ~ YELLOW TRAFFIC STRIPE ------------~------- THERMOPLASTIC CLASS 2 TYPE A INSTALL REFLECTIVE PAVEMENT MARKERS (SEE ALDOT DETAIL) REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED IN ACCORDANCE WITH ALDOT STANDARD SPECIFICATIONS. SEE SPECIAL DRAWING NO. PM-705-1 & PM-705-2 & ~--------------------------------------------------------------------------------------------tPM-705-6 ~::::::.::::.:::::::.::::::.::.:.:.:::::.::::: / ,----,-- ' I ' ' ' ' I ' ' ' ' ' ' \ ' ' I ' ' I ' ' \ \ \ '--, \ INSTALL ALDOT HEADWA HW-61 STA: 12+-41. OFF: 38.0' RT INVERT ELEV: 96.32 EXISTING 2-4• RCP TO REMAIN INV NORTH: 95.7-4 INV SOUTH: 96.25 FST BERTOLLA PROPERTIES LLC PO BOX 1527 DAP HNE, AL 36526 PARCEL 05-46-D1 -02-0-000-001.505 HWY 104 WIDENING GRADING & DRAINAGE PLAN \,, ',,, __ ........... , EST ATES AT THE VER ANDAS PHASE ONE ......... , .......... _.. __ .............................. ",, INSTALL ALDOT HEADWALL HW-614-SP INVERT ELEV: 9-4.36 ALL STRIPING, LEGENDS & MARKINGS SHALL BE CLASS 2 TYPE A THERMOPLASTIC I Dawbany· SEAL SCALE NO. REVISIONS 25353 FRIENDSHIP ROAD DAPHNE ,Al.36526 251.990.9950 Cf) <( 0 z ~ w (.) <( > ---' ::a; ---' <( w en ID I <( <( I-D ---' <( I-z ui <( i:2 a.. LU 0 Cf) > I w LU 0:: s I <( I-LL Cf) w w I I- -: _,,,''\\\I~-'.'..'.!.,/./ 1,,, ',,,.,,0, _ .··\cENs~<'.)--._ i * ( PR~~E~~~~AL }* ~ DESCRIPTION DATE JMB JMB JMB DRAWN BY APPROVED BY CHECKED BY DATE DECEMBER 2020 TITlE HWY 104 WIDENING DETAILS PROJECT NO. 50131350 W1 SHEET NO. 70 75 80 85 90 95 100 105 110 70 75 80 85 90 95 100 105 110 10 11 INV IN = 80.00INV OUT = 80.00G THROAT= 85.422 5 + 0 0 26+0027+0027+75LALA B A M ALALABAM A Feet 0 50 100 4"12" PIPE DIA. SEE PLAN 2'-0" MIN. 8" 2'-0" TYP. VARIES 16" SOD INSTALL 20 TON CLASS II RIPRAP W/ FILTER FABRIC POND 1 TOP ELEV: 94.00 100 YR H.W. 91.52 BOTTOM ELEV: 88.00 SEED, FERTILIZE, & MULCH POND 1 TOP ELEV: 94.00 100 YR H.W. 91.52 BOTTOM ELEV: 88.00 20.0' DRAINAGE EASEMENT INSTALL 20 TON CLASS II RIPRAP W/ FILTER FABRIC 30' WETLAND BUFFER WETLAND LINE E D C B A I I I I I I I I I I I I I I I I ' ---1---1- 1 ' I I I I I I I I I I I I I I I I I I I ,,,,.,,.,,,,,,..,,,.,.) ---- \---~",, r--' \ ' ' \ \ + + + + + ' ' ' + + + + + + + + + + + + + I ' - I ,, ! I \/ I I \ I I I I I I I I I I I \ \ \ i I I I I I I / 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----- V J_ ' lV --r-----......... + .. .. + + + + .. .. .. \ \ \ ' 2 \ \ ' ' ' ' ' - ------------.;;;,..._ -----' ~ r----.... 3 + + + + + + + + + .. + + + + + + + .. + .. + .. + + + + + + + + + .. ' -----+ ------------------ ' ' .. ' + ' .. + .. + .. ' -G -' ' ' 4 ' WWF 4x4-W3/W3 SINGLE VIEW SINGLE PIPE FRONT VIEW CONCRETE SLOPED HEADWALL DETAIL 5 I Dawbany· SEAL SCALE 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 en <( 0 z ~ w () <( > -' :::;: -' ;i§ w Cl) :r: <( ::s I-Cl <( ~ z ui ~ ll.. llJ 0 en > ::c w llJ 0:: s ::c <( I-IL en w w :r: I- ·-·- NO. REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE DESCRIPTION DATE JMB JMB JMB SEPTEMBER 2020 POND DETAILS PROJECT NO. 50131350 D1 SHEETNO. LALA B A M ALALABAM A 4"12" PIPE DIA. SEE PLAN 2'-0" MIN. 8" 2'-0" TYP. VARIES 16" SOD 16" SOD 2'-0" TYP.12 PIPE WIDTH E D C B A #5 DOWELL s• PVC PIPE FILLED W/CONCRETE PRECAST CONCRElE BOX VULCAN FOUNDRY MANHOLE RING AND COVER (V-1810-4) ===:}· 4'-6" (15"-30" PIPE) I t-----'-----=--- 8' -0" (36" -60" PIPE) 2 /1)/r? s· .. YARD INLET DETAIL 1'-6" OVERLAP PIPE JOINT WRAP NOTE: JOINTS ON ALL STORl.i DRAIN PIPES SHALL BE PIPE 'NRAPPED WITH A NON-WOVEN FILTER FABRIC AS SHOWN IN THIS DETAIL SINGLE PIPE FRONT VIEW WWF 4x4-W3 /W3 SINGLE VIEW *MAXIMUM SLOPES: 6:1-ALDOT RIGHT OF WAY PARALLEL TO TRAFFIC FLOW 4: 1-BALO'MN COUNTY RIGHT OF WAY PARALLEL TO TRAFFIC FLOW 3: 1-BALD'NIN COt.JNTY RIGHT OF WAY CROSS DRAINS 3:1-OTHER s y M MULTI PIPE FRONT VIEW PIPE SIZE & TYPE VARIES CONCRETE SLOPED HEADWALL DETAIL 3 .. 1o B' -0" 36" -60" PIPE 0 SEE PLAN &: PROFILE FOR ELEVATIONS PLAN VIEW (N.T.S.) .. MANHOLE FRAME &: COVER VULCAN V-1823-1 270 LBS 9'-0" (36"-60" PIPE) TYPICAL SECTION JUNCTION BOX DETAIL PVC PIPE .. 4 INSTALL APPROVED BACKFILL IN 5• LIFTS O asx COMPACTION, STANDARD PROCTOR. ~~~~~~a:N3/~il~~SJ~~LE BE FILLED/REPLACED 'MTH PEA GRAVEL OR EQUAL 5 TYPICAL TRENCH DETAIL THE 2.5' MIN. COVER SHALL BE FROM THE LOWEST ELEVAllON OF THE DRAINAGE STRUCTURE INVERT. THIS ELEVAllON SHALL BE MAINTAINED NO LESS THAN 10' EACH SIDE OF THE CROSS DRAIN REGARD- LESS OF THE GROUND (ELEVAllON WHICH MAY RESULT IN COVER DEPTI-IS SIGNIFICANTLY GREATER THAN THE 2.5' MIN.) GRADE ADJUSTMENT BENDS SHALL BE NO SHARPER THAN 45 DEGREES. MECH. JT. DUCTILE IRON wm-1 RETAINER Q.ANDS EXCAVAllON &: BACKFILL SHALL BE A SUBSIDIARY OBLIGATION OF THE CULVERT EXISTING GROUND CROSS DRAIN TYPICAL PITCH DETAIL NOT TO SCALE FIBERGLASS WATER PIPELINE MARKER SEE SHEET 2 •GENERAL NOTES• FOR PIPELINE MARKER SPECIFICAllONS AND NBU SPEOFICA TIONS FOR UTILITY INFRASTRUCTURE. DETECTOR WIRE REQUIRED (NEW OR EXISTING) 10 LF. MIN. DUCTILE IRON "-FITTING AS REQUIRED (DUCTILE IRON MECH. JT. W/RETAINER GLAND.) ""-FITTING AS REQUIRED (DUCTILE IRON MECH. JT. W/RETAINER GLAND.) TYPICAL DRAINAGE PIPE CROSSING I Dawbany· SEAL SCALE NO. REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 en <( 0 z ~ w () <( > ....J :::;: ....J ;i§ w Cl) :r: <( ::s I-Cl <( z ~ ~ ui ll. llJ 0 en > ::c w llJ 0:: s ::c <( I-IL en w w :r: I- DESCRIPTION DATE JMB JMB JMB SEPTEMBER 2020 DRAINAGE DETAILS PROJECT NO. 50131350 D2 SHEETNO. LALA B A M ALALABAM A CORPORATION STOP - FORD BALLCORP FB-1000 W/ GRIP NUT OR APPROVED EQUIVALENTROMAC 202 NS NYLON COATED SERVICE SADDLE W/ STAINLESS STEEL STRAPS WATER METER MATERIAL SCHEDULE 1. METER YOKE A. FOR 34" SERVICE SHALL BE FORD LINE SETTER LF-LSVBH41-233W-Q-NL, MUELLER 58" X 34" B2418R-2, OR APPROVED EQUAL. B. FOR 1" SERVICE SHALL BE FORD LINE SETTER LS-VBH41-444W-Q-NL, MUELLER B2418r, OR APPROVED EQUAL. C. FOR 1.5" SERVICE SHALL BE FORD LINE SETTER LF-VBHH76-12HB-11-66 CSTR, MUELLER 2423-2-99000 OR APPROVED EQUAL. D. FOR 2.0" SERVICE SHALL BE FORD LINE SETTER LF-VBHH77-12HB-11-77 CSTR, MUELLER B2423-2-99000 WITH 2" SPACER, OR APPROVED EQUAL. 2. WATER METERS A. WILL MEET OR EXCEED THE REQUIREMENTS OF AWWA SPECIFICATION C700, LATEST REVISION, AND AN AFFIDAVIT OF COMPLIANCE AND CERTIFICATE OF TESTING FOR ACCURACY WILL BE FURNISHED. METERS MAYBE EITHER NUTATING DISC, POSITIVE DISPLACEMENT, OR OSCILLATING PISTON. FROST PROTECTION WILL NOT BE REQUIRED. REGISTERS SHALL BE HERMETICALLY SEALED, MAGNETIC DRIVE, WITH STRAIGHT READING IN U.S. GALLONS. SERIAL NUMBER WILL BE IMPRINTED ON THE CASE AS WELL AS ON THE REGISTER BOX LID. MATERIALS USED FOR METERS SHALL BE AS SPECIFIED IN AWWA SPECIFICATION C700. 3. METER BOX AND COVER A. WATER METER BOXES WILL BE PLASTIC WITH IRON READER LIDS OR CONCRETE WITH CAST IRON LIDS. BOXES WILL BE SUFFICIENT TO SIZE TO HOUSE THE METER AND CURB STOP. 4. 1.5" SERVICES SHALL BE INSTALLED WITH A 2" TAP AND 2" TYPE K COPPER OR MUNICIPEX (OR APPROVED EQUAL) WATER SERVICE LINE. A 2" VALVE SHALL BE INSTALLED PRIOR TO METER BOX AND REDUCED TO TEH 1.5" METER YOKE. 34" AND 1" SERVICES SHALL BE TYPE K COPPER TUBING OR PRE-APPROVED EQUIVALENT (SEAMLESS WITH NO BENDS, JOINTS OR COMPRESSION COUPLINGS) 4 3 INSTALL WATER METER AT RIGHT-OF-WAY / PROPERTY LINE OF CUSTOMER'S PROPERTY C900 PVC WATER MAIN 21 30" MIN. COVER 2" SERVICES SHALL BE TYPE K COPPER TUBING (SEAMLESS WITH NO BENDS, JOINTS OR COMPRESSION COUPLINGS) OR CROSS-LINKED PEX (MUNICIPEX OR APPROVED-EQUAL) CURB STOP - FORD B43-332 RGW-NL OR EQUIVALENT - SHALL HAVE PADLOCK WING AND 365° VALVE OPERATION W/ NO STOPS NOTE: ALL WATER SERVICE LATERALS, INCLUDING METER BOX AND CURB STOP, SHALL BE INSTALLED PRIOR TO HYDROSTATIC TESTING. PVC PE E D C B A TRANSITION] SLEEVE 10 LF'. MIN. DUCTILE IRON MECH. JT. DUCTILE IRON 'MTH RETAINER GLANDS OR CLOW "SUPER-LOCK" JOINT PIPE DUCTILE IROI CROSS DRAIN 2 CONCRETE WA 1ER MARKER Vt'llH SIGN •wATER LINE" REQUIRED AT EACH END AND AT 50' C. TO C. OF DUCTILE IRON STREAM CROSSINGS. DETECTOR 'NIRE REQUIRED (NEW OR EXISTING} 10 Lf'. WIN. DUCTILE IRON ""-FITTING AS REQUIRED (DUCTILE IRON MECH. JT. W/RETAINER GLAND.) "--FITTING AS REQUIRED (DUCTILE IRON MECH. JT. W/RETAINER GLAND.) TI-IE 2.5' MIN. COVER SHALL BE FROM THE LOWEST ELEVA TlON OF THE DRAINAGE STRUCTURE INVERT. THIS ELEVATION SHALL BE MAINTAINED NO LESS TYPICAL DRAINAGE PIPE CROSSING TI-IAN 10' EACH SIDE OF THE CROSS DRAIN REGARD- LESS OF THE GROUND (ELEVATION 'M-IICH MAY RESULT IN COVER DEPTHS SIGNIFlCANTLY GREATER THAN THE 2.S' MIN.) NOT TO SCALE C900 PVC WA 1ER MAIN WATER GATE VALVE TI-IRUST BLOCK BEARING AREAS (SQ.FT.) SZE PIJJ~rer ..,. ... ~"i¼,2-BEND BEND 2" DIA. 1.0 1.0 1.0 1.0 PIPE Ult£ P::ED~~ 1.9 2.6 1.4 1.0 e• DIA. 3.6 5.0 2.7 1.4 IPE LINE P:::ED~~ 5.8 8.2 4.4 2.25 NOTE: THRUST BLOa< BEARING AREAS SHALL BE INmEASED IN POOR TRENCH COIOITIQrlS AS DIRECTED SY THE ENGINEER 1~•· 1.0 1.0 1.0 1.2 V&it(~ 45" VERT. BEND 9.J CU. FT. 21.1 CU. FT. 50 CU. FT. 3 FIRE HYDRANT ASSEMBLY TO BE MUELLER CENTURIAN THREE WAY, 5-1/4-" VALVE OPENING, A-423. HYDRANT DRAIN (DO NOT OBSTRUCT) TYPICAL NEW WATER SERVICE CONNECTION FAIRHOPE ~Al "~• _,,., ::K Villi .... 22-1~0VERT. GAlE VAL\IE 4 cu. FT. 0.5 CU. FT. 9.8 CU. FT. 0.8 cu. FT. 16 CU. FT. 1.0 cu. FT. 1.5 CU. FT. DESIGN CRITERIA: TEST PRESSURE -150 PSI SOIL SEARING PRESSURE - 1 TON PER SO. FT. CONCRETE THRUST 81..0CIC SEE Sa!EDULE COfCRETE THRUST 11..0CK SEE SCHEDULE f3REBARS~ CQrlCRETE THRUST BLOCK SEE SCHEDULE TYP.8END JEE THRUST BLQCK DETAIL CROSS THRUST BLOCK PEIAIL HQRIZ, THRUST BLQCK DETAIL VERT. THRUST BLOCK PEIAIL THRUST BLOCK DETAIL 4 PUMPER NOZZLE (,4-1/2" DIA.) NST 3'-s• MIN. 5 = (1.) FIRE HYDRANT ASSEt.4BLY UNIT OF PAYMENT TO INCLUDE EXCA ATION, BACKFILL, COMPACTION, THRUST BLOCKS, GAlE VALVE, GATE VAL BOX, CONCRElE PAD, DUCTILE IRON lEE, ALL CONNECTIONS, DUCTILE IR PIPING, CONCRElE, GRAVEL AND FIRE HYDRANT. (2.) Vtt-lERE FlRE HYDRANT IS OF'F AN EXISTING MAIN THE BID PRI IS TO INCLUDE TAPPING SLEEVE, CONNECTION, AND MACHINE TAPPING, EX EPT IN THE PRO\llSIONAL AL TERNA TE BID ITEM WHERE USE IS MADE OF ISTING HYDRANT TEE. (3.) STEAMER VALVE SHALL FACE THE STREET. D.I.M.J. HYDRANT TEE C900 PVC WATER MAIN FIRE HYDRANT ASSEMBLY INSTALL APPROVED BACKFlLL IN 12• LIFTS O 85X: COMPACTION, STANDARD PROCTOR. ~~~5~:WcJ-N9f~il~~S~~LE BE FILLED/REPLACED WITH PEA GRAVEL OR EQUAL TYPICAL TRENCH DETAIL I Dawbany· SEAL SCALE NO. REVISIONS 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 en <( 0 z ~ w () <( > -' :::;: -' ;i§ w Cl) :r: <( ::s I-Cl <( z ~ ~ ui ll.. llJ 0 en > ::c w llJ 0:: s I <( I-IL en w w :r: I- ,1111,,,, 0/,,::,c;eis</',,\ ~* '. PR~;E!~~~~AL )* I \,);et~~-'-~~~;<\,,,,: ,,,,,71:J,1~i~'''' DESCRIPTION DATE JMB JMB JMB DRAWN BY APPROVED BY CHECKED BY DATE SEPTEMBER 2020 TITLE WATER DETAILS PROJECT NO. 50131350 D3 SHEETNO. STA 10+50.00 98 100 105 98 100 105 0102030400-10-20-30-40 STA 11+00.00 98 100 105 110 98 100 105 110 0102030400-10-20-30-40 STA 11+50.00 98 100 105 110 98 100 105 110 0102030400-10-20-30-40 STA 12+00.00 102 105 110 102 105 110 0102030400-10-20-30-40 STA 12+50.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 13+00.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 13+50.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 14+00.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 14+50.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 15+00.00 108 110 115 108 110 115 0102030400-10-20-30-40OFFSET=0.00'ELEV=103.05OFFSET=11.15'ELEV=102.81OFFSET=16.15'ELEV=101.98OFFSET=27.78'ELEV=104.14OFFSET=37.94'ELEV=103.94OFFSET=38.09'ELEV=103.94OFFSET=0.00'ELEV=103.05OFFSET=-11.15'ELEV=102.81OFFSET=-16.15'ELEV=101.98OFFSET=-35.45'ELEV=106.06OFFSET=-40.00'ELEV=105.9225.00% 0.00% -2.08% -2.08% 0.00% 25.00% 0.05%OFFSET=0.00'ELEV=105.06OFFSET=10.00'ELEV=104.85OFFSET=15.00'ELEV=104.02OFFSET=24.84'ELEV=105.73OFFSET=26.34'ELEV=105.24OFFSET=0.00'ELEV=105.06OFFSET=-10.00'ELEV=104.85OFFSET=-15.00'ELEV=104.02OFFSET=-31.84'ELEV=107.48OFFSET=-34.21'ELEV=107.3925.00% -2.08% -2.08%25.00%OFFSET=0.00'ELEV=107.39OFFSET=10.00'ELEV=107.18OFFSET=15.00'ELEV=106.35OFFSET=21.82'ELEV=107.31OFFSET=0.00'ELEV=107.39OFFSET=-10.00'ELEV=107.18OFFSET=-15.00'ELEV=106.35OFFSET=-29.05'ELEV=109.1125.00%-2.08% -2.08%25.00%OFFSET=0.00'ELEV=108.97OFFSET=10.00'ELEV=108.76OFFSET=15.00'ELEV=107.93OFFSET=20.76'ELEV=108.62OFFSET=0.00'ELEV=108.97OFFSET=-10.00'ELEV=108.76OFFSET=-15.00'ELEV=107.93OFFSET=-27.85'ELEV=110.3925.00%-2.08% -2.08%OFFSET=0.00'ELEV=110.02OFFSET=10.00'ELEV=109.82OFFSET=15.00'ELEV=108.99OFFSET=20.50'ELEV=109.61OFFSET=0.00'ELEV=110.02OFFSET=-10.00'ELEV=109.82OFFSET=-15.00'ELEV=108.99OFFSET=-27.25'ELEV=111.3025.00%-2.08% -2.08%OFFSET=0.00'ELEV=110.98OFFSET=10.00'ELEV=110.78OFFSET=15.00'ELEV=109.95OFFSET=20.10'ELEV=110.47OFFSET=0.00'ELEV=110.98OFFSET=-10.00'ELEV=110.78OFFSET=-15.00'ELEV=109.95OFFSET=-25.85'ELEV=111.9125.00%-2.08% -2.08%OFFSET=0.00'ELEV=111.39OFFSET=10.00'ELEV=111.18OFFSET=15.00'ELEV=110.35OFFSET=20.69'ELEV=111.02OFFSET=0.00'ELEV=111.39OFFSET=-10.00'ELEV=111.18OFFSET=-15.00'ELEV=110.35OFFSET=-25.95'ELEV=112.3425.00%-2.08% -2.08%OFFSET=0.00'ELEV=111.69OFFSET=10.00'ELEV=111.49OFFSET=15.00'ELEV=110.66OFFSET=20.79'ELEV=111.35OFFSET=0.00'ELEV=111.69OFFSET=-10.00'ELEV=111.49OFFSET=-15.00'ELEV=110.66OFFSET=-25.90'ELEV=112.6325.00%-2.08%-2.08%OFFSET=0.00'ELEV=112.00OFFSET=10.00'ELEV=111.79OFFSET=15.00'ELEV=110.96OFFSET=20.69'ELEV=111.64OFFSET=0.00'ELEV=112.00OFFSET=-10.00'ELEV=111.79OFFSET=-15.00'ELEV=110.96OFFSET=-25.24'ELEV=112.7725.00%-2.08% -2.08% OFFSET=0.00'ELEV=102.21OFFSET=18.78'ELEV=102.07OFFSET=24.75'ELEV=101.88OFFSET=31.41'ELEV=100.78OFFSET=37.34'ELEV=101.03OFFSET=40.00'ELEV=101.53OFFSET=0.00'ELEV=102.21OFFSET=-8.85'ELEV=102.25OFFSET=-14.25'ELEV=102.28OFFSET=-20.56'ELEV=101.77OFFSET=-25.75'ELEV=101.24OFFSET=-31.43'ELEV=102.63OFFSET=-38.03'ELEV=104.30OFFSET=-40.00'ELEV=104.740.45%0.45%-0.70% -18.45% I 2 I 3 I 4 I 5 • Dawbany· - - 25353 FRIENDSHIP ROAD -DAPHNE,AL36526 -251.990.9960 -- -----"---c---~V -E ~ -----------✓ '---._____,,----r-----'-It-------' - I"-____/ ----- I .._____ ~J..--::: -en <( --0 --z c2 w (.) <( f--> -' ::!: -' ~ w cri :r: <( ::s I-0 <( --z --~ ~ w- a.. w 0 -en > ::c -w w 0:: ----~ -'\V -s ::c <( ----I-LL -""'----.------,,. ~ f-- ~ ,v -7---'L -en -w -✓ ~--w D --:r: I--- -- SEAL ,,,,·•;'B';.o;,,,.,, f--/'..ri\:5-6e.Ns~~;----,_ ~* { PR~~E~:,~AL }* ~ -- -----,,,:c,J~o1s.s.t;0,/ -- ,,,,,,~."1i~'\,, -- ----""----------~ ----~v -~ ---,v------~ --=-------'-/ '------ C ~~/ ---...____,,-,,. -- -- -- -- -- -- SCALE -f-- - - - ----~ --,--~v - -- ---------✓ ~~ ----~ ---~ -------'-LL ---- ~/ ~=---;:, --------= - B -- --NO. DESCRIPTION DATE -- REVISIONS DRAWN BY JMB APPROVED BY JMB i-CHECKED BY JMB DATE SEPTEMBER 2020 - -TITLE -CROSS SECTIONS - -- -------- ~ ---- ~/ ---...____,,----,I/ --~------ -~ --- ---------✓ ~____/ -----PROJECT NO. 50131350 A -- --X1 SHEETNO. STA 16+00.00 108 110 115 108 110 115 0102030400-10-20-30-40 STA 16+50.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 17+00.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 17+50.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 18+00.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 18+50.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 19+00.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 19+50.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 20+00.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 20+50.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40OFFSET=0.00'ELEV=111.94OFFSET=10.00'ELEV=111.74OFFSET=15.00'ELEV=110.91OFFSET=22.02'ELEV=111.91OFFSET=0.00'ELEV=111.94OFFSET=-10.00'ELEV=111.74OFFSET=-15.00'ELEV=110.91OFFSET=-26.39'ELEV=113.0025.00%-2.08% -2.08%25.00%OFFSET=0.00'ELEV=111.69OFFSET=10.00'ELEV=111.49OFFSET=15.00'ELEV=110.66OFFSET=21.47'ELEV=111.52OFFSET=0.00'ELEV=111.69OFFSET=-10.00'ELEV=111.49OFFSET=-15.00'ELEV=110.66OFFSET=-27.07'ELEV=112.9225.00%-2.08% -2.08%25.00%OFFSET=0.00'ELEV=111.44OFFSET=10.00'ELEV=111.24OFFSET=15.00'ELEV=110.41OFFSET=25.81'ELEV=112.36OFFSET=0.00'ELEV=111.44OFFSET=-10.00'ELEV=111.24OFFSET=-15.00'ELEV=110.41OFFSET=-27.77'ELEV=112.8525.00%-2.08% -2.08%25.00%OFFSET=0.00'ELEV=111.19OFFSET=10.00'ELEV=110.99OFFSET=15.00'ELEV=110.16OFFSET=26.19'ELEV=112.20OFFSET=0.00'ELEV=111.19OFFSET=-10.00'ELEV=110.99OFFSET=-15.00'ELEV=110.16OFFSET=-24.81'ELEV=111.8625.00%-2.08% -2.08% 25.00%OFFSET=0.00'ELEV=110.94OFFSET=10.00'ELEV=110.74OFFSET=15.00'ELEV=109.91OFFSET=27.76'ELEV=112.34OFFSET=0.00'ELEV=110.94OFFSET=-10.00'ELEV=110.74OFFSET=-15.00'ELEV=109.91OFFSET=-27.54'ELEV=112.2925.00%-2.08% -2.08% 25.00%OFFSET=0.00'ELEV=110.69OFFSET=10.00'ELEV=110.49OFFSET=15.00'ELEV=109.66OFFSET=27.69'ELEV=112.08OFFSET=0.00'ELEV=110.69OFFSET=-10.00'ELEV=110.49OFFSET=-15.00'ELEV=109.66OFFSET=-28.49'ELEV=112.2825.00%-2.08% -2.08% 25.00%OFFSET=0.00'ELEV=110.44OFFSET=10.00'ELEV=110.24OFFSET=15.00'ELEV=109.41OFFSET=28.79'ELEV=112.10OFFSET=0.00'ELEV=110.44OFFSET=-10.00'ELEV=110.24OFFSET=-15.00'ELEV=109.41OFFSET=-30.35'ELEV=112.4925.00%-2.08% -2.08% 25.00%OFFSET=0.00'ELEV=110.19OFFSET=10.00'ELEV=109.99OFFSET=15.00'ELEV=109.16OFFSET=29.11'ELEV=111.93OFFSET=0.00'ELEV=110.19OFFSET=-10.00'ELEV=109.99OFFSET=-15.00'ELEV=109.16OFFSET=-31.11'ELEV=112.4325.00% -2.08%-2.08%25.00%OFFSET=0.00'ELEV=109.94OFFSET=10.00'ELEV=109.74OFFSET=15.00'ELEV=108.91OFFSET=30.03'ELEV=111.91OFFSET=0.00'ELEV=109.94OFFSET=-10.00'ELEV=109.74OFFSET=-15.00'ELEV=108.91OFFSET=-33.09'ELEV=112.6825.00% -2.08% -2.08% 25.00%OFFSET=0.00'ELEV=109.69OFFSET=10.00'ELEV=109.49OFFSET=15.00'ELEV=108.66OFFSET=29.87'ELEV=111.62OFFSET=0.00'ELEV=109.69OFFSET=-10.00'ELEV=109.49OFFSET=-15.00'ELEV=108.66OFFSET=-34.13'ELEV=112.6925.00% -2.08%-2.08%25.00% 2 3 f-- f-- f-- E f--f-----f-~ f-- - f-- f-- f-- f-- f- f- f--f-- f--f-- f-f- D f--- --~ ---'\/ ----~ -----'----v ------L___/ :---~ -- l'--V f--f-- f--f-- f--f-- f--f-- f-f- f--f-- f--f-- f-f- f--f--~--~ ~ -,L-----f-------7---- f--'----V "'-L___/ E----~ ----- ~ f-- C f--f--r---.-V f-f-- f--f-- f--f-- f--f-- f--f-- f-- f-- f-- ~-Ls::::: ----- ~ B f--'r----v- f-- f-- f-- f-- f-- f--f-- f--f-- f--f-- f--->------f-----~ ->-\/ 7-f------ / ' :-~ ----- f--~ A f-- f-- f-- '-..._ r---.-V f-- f--f-- f--f-- f--f- f--f-- 4 5 1----1- ,..._ __ --'\/ 7-,.._ --= - ---1------ \/ 7 --~ ---L___/ I----1- t------~ ---'\/ ------L___/ t----1- t------/ ---\/ '-L___// t-----1--t------/ \/ --- ------L___/ / • Dawbany· SEAL SCALE NO. REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE 25353 FRIENDSHIP ROAD DAPHNE,AL36526 251.990.9960 en <( 0 z ~ w (.) <( > ....J ::!: ....J ~ w cri :r: <( ::s I-0 <( z ~ ~ w- a.. w 0 en > ::c w w 0:: s :r: <( I-LL en w w :r: I- DESCRIPTION DATE JMB JMB JMB SEPTEMBER 2020 CROSS SECTIONS PROJECT NO. 50131350 X2 SHEETNO. STA 21+00.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 21+50.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 OFFSET=0.00'ELEV=109.44OFFSET=10.00'ELEV=109.24OFFSET=15.00'ELEV=108.41OFFSET=30.43'ELEV=111.51OFFSET=0.00'ELEV=109.44OFFSET=-10.00'ELEV=109.24OFFSET=-15.00'ELEV=108.41OFFSET=-35.05'ELEV=112.6725.00% -2.08% -2.08% 25.00%OFFSET=0.00'ELEV=109.19OFFSET=10.00'ELEV=108.99OFFSET=15.00'ELEV=108.16OFFSET=29.35'ELEV=110.99OFFSET=0.00'ELEV=109.19OFFSET=-10.00'ELEV=108.99OFFSET=-15.00'ELEV=108.16OFFSET=-35.01'ELEV=112.4125.00% -2.08% -2.08% 25.00% I 2 I 3 I 4 I 5 • Dewberry f-- f--- f---25353 FRIENDSHIP ROAD -----DAPHNE,AL36526 =-~ I----1-. -251.990.9950 c------c---- '----.._ / -~ "/ f-- --------- '------V ,L____,,., V E f-- f--- f--en f---<( 0 f---z ~ w (.) <( c--> --' ::!: --' ~ w en :r: <( ::S I-Cl <( f---z f---~ ~ w- a.. w 0 f---en > ::c ~-~ ------w w c:: r----1-----s ::c <( ----7 I-LL '--------- f--'--.._ V en f--'------V ---..L____,,., -w D f--w f---:r: I- f--- f--- SEAL ,,,,,,;'B'A'', .. , c--:"" __ .. ,\>se~Nsif<>~i',\ ~ * { PR~~E:s~~AL }* ~ ------::i0?01s.s.'-_J0,/ ,,,,,,~.'fi~\\,, C SCALE -c-- B NO. DESCRIPTION DATE REVISIONS DRAWN BY JMB APPROVED BY JMB i-CHECKED BY JMB DATE SEPTEMBER 2020 TITLE CROSS SECTIONS A PROJECTNO. 50131350 X3 SHEET NO. STA 10+50.00 108 110 115 108 110 115 0102030400-10-20-30-40 STA 11+00.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 11+50.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 12+00.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 12+50.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 13+00.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 13+50.00 102 105 110 115 102 105 110 115 0102030400-10-20-30-40 STA 14+00.00 102 105 110 102 105 110 0102030400-10-20-30-40 STA 14+50.00 98 100 105 110 98 100 105 110 0102030400-10-20-30-40 STA 15+00.00 98 100 105 110 98 100 105 110 0102030400-10-20-30-40OFFSET=0.00'ELEV=111.77OFFSET=10.00'ELEV=111.56OFFSET=15.00'ELEV=110.73OFFSET=26.93'ELEV=112.96OFFSET=0.00'ELEV=111.77OFFSET=-10.00'ELEV=111.56OFFSET=-15.00'ELEV=110.73OFFSET=-26.25'ELEV=112.7925.00% 0.00% -2.08%-2.08% 0.00% 25.00%OFFSET=0.00'ELEV=111.52OFFSET=10.00'ELEV=111.31OFFSET=15.00'ELEV=110.48OFFSET=28.32'ELEV=113.06OFFSET=0.00'ELEV=111.52OFFSET=-10.00'ELEV=111.31OFFSET=-15.00'ELEV=110.48OFFSET=-27.47'ELEV=112.8525.00% 0.00% -2.08%-2.08% 0.00% 25.00%OFFSET=0.00'ELEV=111.27OFFSET=10.00'ELEV=111.06OFFSET=15.00'ELEV=110.23OFFSET=28.70'ELEV=112.91OFFSET=0.00'ELEV=111.27OFFSET=-10.00'ELEV=111.06OFFSET=-15.00'ELEV=110.23OFFSET=-28.20'ELEV=112.7825.00% 0.00% -2.08%-2.08% 0.00% 25.00%OFFSET=0.00'ELEV=110.94OFFSET=10.00'ELEV=110.73OFFSET=15.00'ELEV=109.90OFFSET=28.96'ELEV=112.64OFFSET=0.00'ELEV=110.94OFFSET=-10.00'ELEV=110.73OFFSET=-15.00'ELEV=109.90OFFSET=-27.92'ELEV=112.3825.00% 0.00% -2.08%-2.08% 0.00% 25.00%OFFSET=0.00'ELEV=110.37OFFSET=10.00'ELEV=110.17OFFSET=15.00'ELEV=109.34OFFSET=29.71'ELEV=112.26OFFSET=0.00'ELEV=110.37OFFSET=-10.00'ELEV=110.17OFFSET=-15.00'ELEV=109.34OFFSET=-28.25'ELEV=111.9025.00% 0.00% -2.08%-2.08% 0.00% 25.00%OFFSET=0.00'ELEV=109.79OFFSET=10.00'ELEV=109.58OFFSET=15.00'ELEV=108.75OFFSET=29.06'ELEV=111.52OFFSET=0.00'ELEV=109.79OFFSET=-10.00'ELEV=109.58OFFSET=-15.00'ELEV=108.75OFFSET=-27.07'ELEV=111.0225.00% 0.00% -2.08%-2.08% 0.00% 25.00%OFFSET=0.00'ELEV=109.21OFFSET=10.00'ELEV=109.00OFFSET=15.00'ELEV=108.17OFFSET=28.12'ELEV=110.70OFFSET=0.00'ELEV=109.21OFFSET=-10.00'ELEV=109.00OFFSET=-15.00'ELEV=108.17OFFSET=-25.89'ELEV=110.1425.00% 0.00% -2.08%-2.08% 0.00% 25.00%OFFSET=0.00'ELEV=108.41OFFSET=10.00'ELEV=108.20OFFSET=15.00'ELEV=107.37OFFSET=27.52'ELEV=109.75OFFSET=0.00'ELEV=108.41OFFSET=-10.00'ELEV=108.20OFFSET=-15.00'ELEV=107.37OFFSET=-25.34'ELEV=109.2025.00% 0.00% -2.08%-2.08% 0.00% 25.00%OFFSET=0.00'ELEV=106.21OFFSET=10.00'ELEV=106.00OFFSET=15.00'ELEV=105.17OFFSET=30.89'ELEV=108.39OFFSET=0.00'ELEV=106.21OFFSET=-10.00'ELEV=106.00OFFSET=-15.00'ELEV=105.17OFFSET=-28.77'ELEV=107.8725.00% 0.00% -2.08%-2.08% 0.00% 25.00%OFFSET=0.00'ELEV=103.76OFFSET=10.00'ELEV=103.55OFFSET=15.00'ELEV=102.72OFFSET=33.95'ELEV=106.71OFFSET=0.00'ELEV=103.76OFFSET=-10.00'ELEV=103.55OFFSET=-15.00'ELEV=102.72OFFSET=-31.40'ELEV=106.0725.00% 0.00% -2.08%-2.08% 0.00% 25.00% E D C B A ,.. ,.. ,.. r r ,.. F--- r r r r ,.. r ,.. F--- ,.. ,.. r r r ,.. ,.._ __ r r r r r ,.. ,.. -~ --f---\ l'--V ~- --f---\ l'--V )~---- '--.L_____,,, /~--- - '--.L_____,,, 2 / --- -;;,,7 --- ,.. ,.. ,.. ,.. ,.. ,.. ,.. r r ---,.. r r r r ,.. r r r ,.. ,.. ---"' r r r r ,.. ,.. 3 '--1'--V '--.L_____,,,,/ -~ -------,:;, "--......._1'--V.,,---j==~==~-----'-L_____,,,/ -~ --f--_.,, ,,_ -/ i'--V '--.L_____,,, 1----~ 1---- 'v ./ -------------~ t-- - '-./ ~ '\ / i'--V '--.L_____,,, 4 5 v-~ • Dawbany· SEAL SCALE NO. REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE 25353 FRIENDSHIP ROAD DAPHNE,AL36526 251.990.9960 en <( 0 z ~ w (.) <( > --' ::!: --' ~ w cri :r: <( ::s I-0 <( z ~ ~ w~ a.. w 0 en > ::c w w 0:: s ::c <( I-LL en w w :r: I- DESCRIPTION DATE JMB JMB JMB SEPTEMBER 2020 CROSS SECTIONS PROJECT NO. 50131350 X4 SHEETNO. STA 15+50.00 92 95 100 105 92 95 100 105 0102030400-10-20-30-40 STA 16+00.00 92 95 100 105 92 95 100 105 0102030400-10-20-30-40 STA 16+50.00 88 90 95 100 88 90 95 100 0102030400-10-20-30-40 OFFSET=0.00'ELEV=101.31OFFSET=10.00'ELEV=101.10OFFSET=15.00'ELEV=100.27OFFSET=33.66'ELEV=104.19OFFSET=0.00'ELEV=101.31OFFSET=-10.00'ELEV=101.10OFFSET=-15.00'ELEV=100.27OFFSET=-30.68'ELEV=103.4425.00% 0.00% -2.08%-2.08% 0.00% 25.00%OFFSET=0.00'ELEV=98.86OFFSET=10.00'ELEV=98.65OFFSET=15.00'ELEV=97.82OFFSET=32.37'ELEV=101.42OFFSET=0.00'ELEV=98.86OFFSET=-10.00'ELEV=98.65OFFSET=-15.00'ELEV=97.82OFFSET=-30.26'ELEV=100.8925.00% 0.00% -2.08%-2.08% 0.00% 25.00%OFFSET=0.00'ELEV=96.41OFFSET=10.00'ELEV=96.20OFFSET=15.00'ELEV=95.37OFFSET=29.40'ELEV=98.22OFFSET=0.00'ELEV=96.41OFFSET=-10.00'ELEV=96.20OFFSET=-15.00'ELEV=95.37OFFSET=-26.28'ELEV=97.4425.00% 0.00% -2.08%-2.08% 0.00% 25.00% I 2 I 3 I 4 I 5 E f----~ f-- - - ----7-- ~,-vn==~~,=~~~ // D ~ --........____ -- -----I-I-- - ~'----v-i==~=~------,L____,,, / C - B A • Dawbany· ~ SEAL SCALE f- NO. REVISIONS DRAWN BY APPROVED BY i-CHECKED BY DATE TITLE 25353 FRIENDSHIP ROAD DAPHNE,AL36526 251.990.9960 en <( 0 z ~ w (.) <( > --' ::!: --' ~ w cri :r: <( ::s 1--0 <( z ~ ~ w~ a.. w 0 en > ::c w w 0:: s ::c <( I-LL en w w :r: 1-- DESCRIPTION DATE JMB JMB JMB SEPTEMBER 2020 CROSS SECTIONS PROJECT NO. 50131350 XS SHEETNO. STA 10+50.00 88 90 95 100 88 90 95 100 0102030400-10-20-30-40 STA 11+00.00 88 90 95 100 88 90 95 100 0102030400-10-20-30-40 OFFSET=0.00'ELEV=94.26OFFSET=10.00'ELEV=94.47OFFSET=15.60'ELEV=94.80OFFSET=24.11'ELEV=95.20OFFSET=29.65'ELEV=95.42OFFSET=34.73'ELEV=95.60OFFSET=40.00'ELEV=95.86OFFSET=0.00'ELEV=94.26OFFSET=-10.00'ELEV=94.05OFFSET=-11.50'ELEV=93.68-2.08%2.08%5.94%5.28%4.04%3.63%4.90%OFFSET=0.00'ELEV=94.91OFFSET=10.00'ELEV=95.12OFFSET=16.00'ELEV=95.12OFFSET=22.37'ELEV=96.71OFFSET=0.00'ELEV=94.91OFFSET=-10.00'ELEV=94.70OFFSET=-10.26'ELEV=94.64-2.08%2.08%0.00% 25.00% I 2 I 3 I 4 I 5 • Dewberry f-- f--- f---25353 FRIENDSHIP ROAD DAPHNE,AL36526 f---251.990.9950 f-----,--- f--f--<----I E f--I f-----~--- f--en f---<( 0 f---z ~ w (.) <( f-> -' ::!: -' ~ w en :r: <( ::S I-Cl <( f---z f---~ ~ w- a.. w 0 f---en > ::c f----~ w w c:: f---s ::c <( f--'\/ -/ p-I-LL \V -- f-----en ~----w D f--w f---:r: I- f--- f--- SEAL ,,,,,,;'B'A'', .. , f-:"" __ .. ,\>se~Nsif<>~i',\ ~ * { PR~~E:s~~AL }* ~ ------::i0?01s.s.'-_J0,/ ,,,,,,~.'fi~\\,, C SCALE -f- B NO. DESCRIPTION DATE REVISIONS DRAWN BY JMB APPROVED BY JMB i-CHECKED BY JMB DATE SEPTEMBER 2020 TITLE CROSS SECTIONS A PROJECTNO. 50131350 X6 SHEET NO. 12-f+ ~If It~ O..\~, e-1co# a.<:. DRAINAGE NARATIVE AND CALCULATIONS The Estates at the Verandas Phase One OCTOBER 27, 2020 ORIGINAL SUBMITTED BY Dewberry Engineers Inc. 25353 Friendship Road Daphne, AL 36526-6278 251.929.9783 ENGINEER’S CERTIFICATION I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 38943, 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 knowledge and to the best of my belief, conforms to the requirements of the Fairhope Subdivision regulations and to all other rules, regulations, laws, and ordinances applicable to my design. Justin M. Britt, P.E. October 27, 2020 The Estates at The Verandas – Phase One Plans which are certified consist of Page A1 thru X6, each of which bears my seal and signature. Drainage calculations were designed in conjunction with construction plans for The Estates at the Verandas Phase One. Additional construction information concerning drainage can be found in the referenced construction plans. A property owners association (POA) is required to be formed. The POA is required to maintain any and all storm water facilities and structures located outside of the publicly accepted right-of-way. 1 Table of Contents General Information ......................................................................................................................2 Drainage Design .............................................................................................................................2 Hydraulic Analysis .........................................................................................................................3 Summary of Results .......................................................................................................................4 Water Quality .................................................................................................................................4 Closed System Drainage ................................................................................................................5 Conclusion ......................................................................................................................................5 Appendix A .....................................................................................................................................6 Vicinity Map ......................................................................................................................... Overall Drainage Map ........................................................................................................... Appendix B .....................................................................................................................................7 Web Soil Survey Results ....................................................................................................... Appendix C .....................................................................................................................................8 PondPack Report .................................................................................................................... Appendix D .....................................................................................................................................9 StormCAD Report ................................................................................................................. Appendix E ...................................................................................................................................10 LID Standards and Definitions .............................................................................................. I Dewberry· 2 General Information Location The subject property is located on the south side of Highway 104 in Fairhope, east of the intersection of Hwy 181 and west of Lawrence Road. A vicinity map has been included in Appendix A. The development will be constructed in two phases for a total of 49 lots, with no lot smaller than 3 acres. The project is bordered by jurisdictional wetlands to east and to the south. The property is located in the City of Fairhope’s Extraterritorial Jurisdiction with Baldwin County. In this area Fairhope regulates the planning and Baldwin County will accept the road and drainage infrastructure within the right of way. Existing Conditions The total project is comprised of approximately 175 acres. The terrain of the site is split, a small portion falls north, under highway 104 and into a wetland draw. The eastern section of the site sheet flows to the east and into the wetlands, the western portion of the site channels to the south through a wetland draw. All runoff is eventually routed through the wetlands and to the Pensacola Branch. The property presently contains pasture area and remnants of a pecan orchard. Phase One Phase one largely drains to three different onsite basins, to the north, south, and east. All of which go to the same place. The portion to the north flows under Hwy 104 through an existing 24” RCP culvert, portions to the south and east sheet flow and channelize into the wetlands. Runoff leaving the site to the north then flows to the east before heading back south by means of a system of upland draws and the wetlands that split The Verandas Phases Two and Four from The Estates at the Verandas Phase One. Runoff flowing to the south of the property will sheet flow across the undeveloped property eventually hitting the wetlands to the south which flow back east. The wetland area within the property drains south and east and represents an unnamed tributary to Pensacola Branch, all of which drains into Fish River. A drainage map of phase one is included in Appendix A. Phase one of this project will consist of 14 single family lots with associated roads, drainage and utility infrastructure. This area is part of a village subdivision seeking approval in the City of Fairhope. The total area to be developed in phase one is approximately 54 acres. Drainage Design Per the City of Fairhope Subdivision Regulations Article V. Section F.5.b. Design Standards and Calculations –“The Method of determining storm water runoff, plans and designs shall be based on principles of good engineering practice and the following standards: “ With the following rules applying. (1) Calculations shall be based on The Rational Method (Q=cia) for small basins up to 100 acre. (2) Calculations for Large Water sheds over 100 acres shall be based on Soil Conservation Service Technical Release 20 (SCS TR-20). Baldwin County requires the use of SCS method for the design of detention facilities and therefore the ponds were designed using this method. A basic breakdown of the property with the pre-and post-runoff values as indicated in the drainage calculations may be seen in Appendix B. I Dewberry· 3 SCS Analysis Pond Pack V8i was used to analyze the project with the most recently published NOAA Atlas 14 Time Depth curves for the 2-100 year 24 hour storm events. The time depth curves are included in Appendix B for review. The time of concentration for the proposed project was calculated within the software using the TR-55 method in order to determine the Tc for each basin. Hydraulic Analysis The Estates at the Verandas will preserve numerous onsite features to promote low impact development. Runoff from the roadways will be filtered through roadside swales, into dry ponds and released through level spreaders across grass buffers. Runoff not entering the swale systems will be filtered through large open areas of grass greenways and natural buffer areas. The layout of The Estates at The Verandas with the given size of each individual lot, will help to preserve the natural infiltration ability of the site. Phase one post-development runoff leaves the site through direct discharges to the south, east, and north, and to east from the proposed detention pond. The detention pond in phase one was sized to adequately reduce the post-development runoff and to have the required treatment volume to comply with the storm water quality requirement per the City of Fairhope’s subdivision regulations. The pond was designed to hold a portion of the flow that would typically drain to south, therefore decreasing the amount of runoff sheet flowing off the property. The results of the analysis of the pond area and the area flowing off the site for pre- and post- are as shown in the tables below. The area flowing to the north was analyzed separately, as its natural drainage basin will be altered and reduced with the addition of the road for the development. The existing 24” culvert under Hwy 104 acts as the control structure for this basin. Post-development flow was decreased with runoff routed back to the east as a direct discharge accounted for in the post-development total discharge. All post-development values are less than the pre-developed values. The full report can be found in Appendix B. Pre-Development Runoff, cfs Area 2 year 5 year 10 year 25 year 50 year 100 year Area to North 6.16 10.71 15.20 21.28 25.24 28.23 Area to East 36.81 58.57 80.95 117.77 151.00 189.52 Area to South 28.72 43.07 57.64 81.16 101.95 125.83 Total – North Basin 6.16 10.71 15.20 21.28 25.24 28.23 Total – Southeast Basin 65.53 101.64 138.59 198.93 252.95 315.35 I I I I I I I Dewberry· 4 Post-Development Runoff, cfs Area 2 year 5 year 10 year 25 year 50 year 100 year Direct - North 6.15 10.09 14.04 19.56 23.22 26.56 Direct - South 25.51 37.09 48.57 66.76 82.76 101.01 Direct - East 30.22 47.40 64.95 93.55 119.06 148.59 Pond 4.51 8.52 11.84 15.79 18.60 21.78 Total – North Basin 6.15 10.09 14.04 19.56 23.22 26.56 Total – Southeast Basin 60.24 93.01 125.35 176.13 220.42 271.38 Post Developed Water Quality The purpose of the stormwater management system for The Estates at the Verandas is to provide a sustainable approach to managing stormwater runoff from the developed areas of the site. The stormwater management system utilizes best management practices (BMP) and low impact development (LID). The purposes of BMP’s and LID’s are to maintain the original site hydrology as much as possible by minimizing surface run-off and reducing the contaminants in the stormwater. See Appendix E for the Low Impact Development (LID) Standards & Definitions. The goal of the BMP’s and LID’s are to achieve the removal of at least 80% of the average annual post- construction total suspended solids (TSS) load. A breakdown of techniques used onsite and their average TSS removal rate may be been below. *The percentages were calculated from the averages of the low end of these ranges from the following articles: Vegetative Filter Strips: Application, Installation and Maintenance from the Ohio State University Extension – Article AEX-467-94; Vegetative Filter Strips for Improved Surface Water Quality from the Iowa State University Extension – Article PM1507 September 1992; Vegetative Filter Strips for open Feedlot Runoff Treatment from the Iowa State University Extension – Article PM1919 September 2002; and Agronomy Guide from the Purdue University Cooperative Extension Service, Article AY-285. Each article listed, as well as others that are associated with this guidance, recommends width of the strip depending on the slope of the land. Each sub-basin onsite routes runoff through a series of BMP’s and LID’s. The total TSS removal rate for the site is calculated below: Total On-Site Area – 51.77 acres Wetland Area – 0.64 acres Total Developed Area (Uplands) – 51.13 acres Onsite Drainage Area to LIDs – 51.13 acres A simplified equation for the total TSS removal rate for two BMPs is: R = A + B – [(A X B) / 100] Where: R = Total TSS Removal Rate A = TSS Removal Rate of the First BMP B = TSS Removal Rate of the Second BMP LID Technique TSS Removal % Vegetated/Grass Buffer* 84 Dry Basin 60 Grass Vegetated Filter* 60 Grass Swales 80 I I I I I I I Dewberry· 5 Detention Pond Discharge: 7.70 Acres – Swales > Dry Pond > Vegetated Filters Total TSS Removal Rate = 95.2% Direct Discharge - South: 11.91 Acres (minus wetlands) – Grass Vegetated Filter > Vegetated Buffers Total TSS Removal Rate = 93.6% Direct Discharge - East: 25.23 Acres – Swales > Grass Vegetated Filter > Vegetated Buffers Total TSS Removal Rate = 98.7% Direct Discharge - North: 6.30 Acres – Swales > Grass Vegetated Filter Total TSS Removal Rate = 92.0% 7.70 ac (92.2%) + 11.91 ac (93.6%) + 25.23 ac (98.7%) + 6.30 ac (92.0%) / 51.13 ac Total TSS Removal Rate for the site = 95.8% > 80.0% Required Closed System Drainage Design The proposed site will collect storm water runoff utilizing yard inlets collecting runoff from roadside swales. The system is designed for a 25 year post developed event. Reports from StormCad are included the Appendix C. Conclusion Based on all the analysis within the attached report and appendixes the proposed project meets or exceeds the drainage regulations included in the current City of Fairhope and Baldwin County Subdivision Regulations. Based on this design the project will not have an adverse effect downstream. A property owners association (POA) is required to be formed. The POA is required to maintain any and all storm water facilities and structures located outside of the publicly accepted right-of-way. I Dewberry· 6 APPENDIX A VICINITY MAP OVERALL DRAINAGE MAP t Dewberr • ,,,--.. ~ -\ --I 1:IJLF ': V • • /4 •E RI ~E ~T S T ATION "'1J r,1,R'1 l NI VE:/S f • foirhope • 1 Church V ic inity Map 7 APPENDIX B WEB SOIL SURVEY RESULTS t Dewberr • Hydrologic Soil Group—Baldwin County, Alabama (PRE_PH1_EAST) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 1 of 43379100337918033792603379340337942033795003379580337910033791803379260337934033794203379500418930419010419090419170419250419330419410419490419570419650 418930 419010 419090 419170 419250 419330 419410 419490 419570 419650 30° 32' 45'' N 87° 50' 43'' W30° 32' 45'' N87° 50' 14'' W30° 32' 29'' N 87° 50' 43'' W30° 32' 29'' N 87° 50' 14'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84 0 150 300 600 900 Feet 0 50 100 200 300 Meters Map Scale: 1:3,440 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. USDA = MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Baldwin County, Alabama Survey Area Data: Version 12, May 29, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Dec 31, 2009—Dec 18, 2018 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Baldwin County, Alabama (PRE_PH1_EAST) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 2 of 4 USDA = □ D D D D D D D D ,,..,,,. ,,..,,,. □ ■ ■ □ □ ,,..._., t-+-t ~ tllWI ,..,,. ~ • Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI Bb Bibb and Mantachie soils, local alluvium B/D 0.2 0.8% CgB Carnegie very fine sandy loam, 2 to 5 percent slopes C 6.7 22.4% CgD2 Carnegie very fine sandy loam, 8 to 12 percent slopes, eroded C 8.3 27.6% EuB Eustis loamy fine sand, 0 to 5 percent slopes A 0.4 1.3% FaA Faceville fine sandy loam, 0 to 2 percent slopes A 3.1 10.4% FaB Faceville fine sandy loam, 2 to 5 percent slopes A 4.1 13.5% Hb Hyde, Bayboro, and Muck soils A/D 1.2 4.1% RuB Ruston fine sandy loam, 2 to 5 percent slopes B 3.9 13.0% RuC Ruston fine sandy loam, 5 to 8 percent slopes B 1.9 6.3% TfB Tifton very fine sandy loam, 2 to 5 percent slopes B 0.2 0.5% Totals for Area of Interest 30.2 100.0% Hydrologic Soil Group—Baldwin County, Alabama PRE_PH1_EAST Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 3 of 4 USDA = Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Baldwin County, Alabama PRE_PH1_EAST Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 4 of 4~ Hydrologic Soil Group—Baldwin County, Alabama (PRE_PH1_NORTH) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 1 of 433793003379340337938033794203379460337950033795403379300337934033793803379420337946033795003379540418730418770418810418850418890418930418970419010419050419090419130 418730 418770 418810 418850 418890 418930 418970 419010 419050 419090 419130 30° 32' 44'' N 87° 50' 50'' W30° 32' 44'' N87° 50' 34'' W30° 32' 35'' N 87° 50' 50'' W30° 32' 35'' N 87° 50' 34'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84 0 50 100 200 300 Feet 0 25 50 100 150 Meters Map Scale: 1:1,960 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. USDA = MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Baldwin County, Alabama Survey Area Data: Version 12, May 29, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Dec 31, 2009—Sep 25, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Baldwin County, Alabama (PRE_PH1_NORTH) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 2 of 4 USDA = □ D D D D D D D D ,,..,,,. ,,..,,,. □ ■ ■ □ □ ,,..._., t-+-t ~ tllWI ,..,,. ~ • Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI EuB Eustis loamy fine sand, 0 to 5 percent slopes A 1.0 10.4% EuC Wadley loamy fine sand, 5 to 8 percent slopes A 1.8 19.1% FaB Faceville fine sandy loam, 2 to 5 percent slopes A 1.3 13.5% RuB Ruston fine sandy loam, 2 to 5 percent slopes B 2.1 22.2% TfA Tifton very fine sandy loam, 0 to 2 percent slopes B 0.4 4.4% TfB Tifton very fine sandy loam, 2 to 5 percent slopes B 1.4 14.5% TfC Tifton very fine sandy loam, 5 to 8 percent slopes B 1.5 15.9% Totals for Area of Interest 9.4 100.0% Hydrologic Soil Group—Baldwin County, Alabama PRE_PH1_NORTH Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 3 of 4 USDA = Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Baldwin County, Alabama PRE_PH1_NORTH Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 4 of 4~ Hydrologic Soil Group—Baldwin County, Alabama (PRE_PH1_SOUTH) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 1 of 433791203379190337926033793303379400337947033795403379120337919033792603379330337940033794703379540418520418590418660418730418800418870418940419010419080419150419220 418520 418590 418660 418730 418800 418870 418940 419010 419080 419150 419220 30° 32' 44'' N 87° 50' 58'' W30° 32' 44'' N87° 50' 31'' W30° 32' 29'' N 87° 50' 58'' W30° 32' 29'' N 87° 50' 31'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84 0 150 300 600 900 Feet 0 45 90 180 270 Meters Map Scale: 1:3,320 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. USDA = MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Baldwin County, Alabama Survey Area Data: Version 12, May 29, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Dec 31, 2009—Sep 25, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Baldwin County, Alabama (PRE_PH1_SOUTH) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 2 of 4 USDA = □ D D D D D D D D ,,..,,,. ,,..,,,. □ ■ ■ □ □ ,,..._., t-+-t ~ tllWI ,..,,. ~ • Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI CgC2 Carnegie very fine sandy loam, 5 to 8 percent slopes, eroded C 4.4 18.2% EuC Wadley loamy fine sand, 5 to 8 percent slopes A 0.3 1.3% FaA Faceville fine sandy loam, 0 to 2 percent slopes A 0.1 0.5% FaB Faceville fine sandy loam, 2 to 5 percent slopes A 2.2 9.1% RuB Ruston fine sandy loam, 2 to 5 percent slopes B 0.2 0.8% TfA Tifton very fine sandy loam, 0 to 2 percent slopes B 7.2 29.4% TfB Tifton very fine sandy loam, 2 to 5 percent slopes B 9.9 40.6% Totals for Area of Interest 24.4 100.0% Hydrologic Soil Group—Baldwin County, Alabama PRE_PH1_SOUTH Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 3 of 4 USDA = Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Baldwin County, Alabama PRE_PH1_SOUTH Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 4 of 4~ Hydrologic Soil Group—Baldwin County, Alabama (POST_PH1_DIRECT_EAST) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 1 of 433791403379210337928033793503379420337949033795603379140337921033792803379350337942033794903379560418960419030419100419170419240419310419380419450419520419590 418960 419030 419100 419170 419240 419310 419380 419450 419520 419590 30° 32' 45'' N 87° 50' 42'' W30° 32' 45'' N87° 50' 16'' W30° 32' 30'' N 87° 50' 42'' W30° 32' 30'' N 87° 50' 16'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84 0 150 300 600 900 Feet 0 45 90 180 270 Meters Map Scale: 1:3,100 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. USDA = MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Baldwin County, Alabama Survey Area Data: Version 12, May 29, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Dec 31, 2009—Dec 18, 2018 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Baldwin County, Alabama (POST_PH1_DIRECT_EAST) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 2 of 4 USDA = □ D D D D D D D D ,,..,,,. ,,..,,,. □ ■ ■ □ □ ,,..._., t-+-t ~ tllWI ,..,,. ~ • Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI Bb Bibb and Mantachie soils, local alluvium B/D 0.2 0.9% CgB Carnegie very fine sandy loam, 2 to 5 percent slopes C 4.5 16.5% CgD2 Carnegie very fine sandy loam, 8 to 12 percent slopes, eroded C 7.4 27.3% EuB Eustis loamy fine sand, 0 to 5 percent slopes A 0.8 3.0% FaA Faceville fine sandy loam, 0 to 2 percent slopes A 1.6 6.0% FaB Faceville fine sandy loam, 2 to 5 percent slopes A 5.1 18.7% Hb Hyde, Bayboro, and Muck soils A/D 1.2 4.6% RuB Ruston fine sandy loam, 2 to 5 percent slopes B 4.3 15.9% RuC Ruston fine sandy loam, 5 to 8 percent slopes B 1.9 7.1% Totals for Area of Interest 27.1 100.0% Hydrologic Soil Group—Baldwin County, Alabama POST_PH1_DIRECT_EAST Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 3 of 4 USDA = Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Baldwin County, Alabama POST_PH1_DIRECT_EAST Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 4 of 4~ Hydrologic Soil Group—Baldwin County, Alabama (POST_PH1_DIRECT_NORTH) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 1 of 4337937033794003379430337946033794903379520337955033793403379370337940033794303379460337949033795203379550418770418800418830418860418890418920418950418980419010419040419070 418740 418770 418800 418830 418860 418890 418920 418950 418980 419010 419040 419070 30° 32' 44'' N 87° 50' 49'' W30° 32' 44'' N87° 50' 37'' W30° 32' 37'' N 87° 50' 49'' W30° 32' 37'' N 87° 50' 37'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84 0 50 100 200 300 Feet 0 20 40 80 120 Meters Map Scale: 1:1,550 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. USDA = MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Baldwin County, Alabama Survey Area Data: Version 12, May 29, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Dec 31, 2009—Sep 25, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Baldwin County, Alabama (POST_PH1_DIRECT_NORTH) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 2 of 4 USDA = □ D D D D D D D D ,,..,,,. ,,..,,,. □ ■ ■ □ □ ,,..._., t-+-t ~ tllWI ,..,,. ~ • Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI EuB Eustis loamy fine sand, 0 to 5 percent slopes A 0.5 7.3% EuC Wadley loamy fine sand, 5 to 8 percent slopes A 1.8 24.4% FaB Faceville fine sandy loam, 2 to 5 percent slopes A 0.1 1.0% RuB Ruston fine sandy loam, 2 to 5 percent slopes B 1.7 22.9% TfA Tifton very fine sandy loam, 0 to 2 percent slopes B 0.4 5.6% TfB Tifton very fine sandy loam, 2 to 5 percent slopes B 1.4 18.5% TfC Tifton very fine sandy loam, 5 to 8 percent slopes B 1.5 20.3% Totals for Area of Interest 7.4 100.0% Hydrologic Soil Group—Baldwin County, Alabama POST_PH1_DIRECT_NORTH Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 3 of 4 USDA = Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Baldwin County, Alabama POST_PH1_DIRECT_NORTH Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 4 of 4~ Hydrologic Soil Group—Baldwin County, Alabama (POST_PH1_DIRECT_SOUTH) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 1 of 433791203379190337926033793303379400337947033795403379120337919033792603379330337940033794703379540418500418570418640418710418780418850418920418990419060419130419200 418500 418570 418640 418710 418780 418850 418920 418990 419060 419130 419200 30° 32' 44'' N 87° 50' 59'' W30° 32' 44'' N87° 50' 32'' W30° 32' 29'' N 87° 50' 59'' W30° 32' 29'' N 87° 50' 32'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84 0 150 300 600 900 Feet 0 45 90 180 270 Meters Map Scale: 1:3,320 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. USDA = MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Baldwin County, Alabama Survey Area Data: Version 12, May 29, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Apr 25, 2010—Feb 7, 2015 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Baldwin County, Alabama (POST_PH1_DIRECT_SOUTH) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 2 of 4 USDA = □ D D D D D D D D ,,..,,,. ,,..,,,. □ ■ ■ □ □ ,,..._., t-+-t ~ tllWI ,..,,. ~ • Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI CgC2 Carnegie very fine sandy loam, 5 to 8 percent slopes, eroded C 4.4 20.2% EuC Wadley loamy fine sand, 5 to 8 percent slopes A 0.3 1.4% FaB Faceville fine sandy loam, 2 to 5 percent slopes A 0.2 1.0% RuB Ruston fine sandy loam, 2 to 5 percent slopes B 0.2 0.9% TfA Tifton very fine sandy loam, 0 to 2 percent slopes B 7.2 32.8% TfB Tifton very fine sandy loam, 2 to 5 percent slopes B 9.6 43.7% Totals for Area of Interest 21.9 100.0% Hydrologic Soil Group—Baldwin County, Alabama POST_PH1_DIRECT_SOUTH Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 3 of 4 USDA = Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Baldwin County, Alabama POST_PH1_DIRECT_SOUTH Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 4 of 4~ Hydrologic Soil Group—Baldwin County, Alabama (POST_PH1_POND) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 1 of 43379110337915033791903379230337927033793103379350337939033791103379150337919033792303379270337931033793503379390418970419010419050419090419130419170419210419250419290419330419370 418970 419010 419050 419090 419130 419170 419210 419250 419290 419330 419370 30° 32' 39'' N 87° 50' 41'' W30° 32' 39'' N87° 50' 25'' W30° 32' 29'' N 87° 50' 41'' W30° 32' 29'' N 87° 50' 25'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84 0 50 100 200 300 Feet 0 30 60 120 180 Meters Map Scale: 1:2,050 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. USDA = MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Baldwin County, Alabama Survey Area Data: Version 12, May 29, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Dec 31, 2009—Sep 25, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Baldwin County, Alabama (POST_PH1_POND) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 2 of 4 USDA = □ D D D D D D D D ,,..,,,. ,,..,,,. □ ■ ■ □ □ ,,..._., t-+-t ~ tllWI ,..,,. ~ • Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI CgB Carnegie very fine sandy loam, 2 to 5 percent slopes C 2.3 29.9% CgD2 Carnegie very fine sandy loam, 8 to 12 percent slopes, eroded C 1.0 12.5% FaA Faceville fine sandy loam, 0 to 2 percent slopes A 1.6 21.7% FaB Faceville fine sandy loam, 2 to 5 percent slopes A 2.2 29.4% RuB Ruston fine sandy loam, 2 to 5 percent slopes B 0.0 0.1% TfB Tifton very fine sandy loam, 2 to 5 percent slopes B 0.5 6.4% Totals for Area of Interest 7.6 100.0% Hydrologic Soil Group—Baldwin County, Alabama POST_PH1_POND Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 3 of 4 USDA = Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Baldwin County, Alabama POST_PH1_POND Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/15/2020 Page 4 of 4~ 8 APPENDIX C PONDPACK RESULTS t Dewberr • Project Summary THE ESTATES AT THE VERANDASTitle JUSTIN BRITTEngineer DEWBERRYCompany 10/27/2020Date Notes Page 1 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc 45Pond Routed Hydrograph (total out), 100 years (Post- 100 YEAR)PO-1 (OUT) 44Composite Rating Curve, 100 years (Post- 100 YEAR) 42Individual Outlet Curves, 100 years (Post- 100 YEAR) 39Outlet Input Data, 100 years (Post- 100 YEAR) Composite Outlet Structure - 1 37Unit Hydrograph Summary, 100 years (Pre- 100 YEAR) PRE_SOUTH 35Unit Hydrograph Summary, 100 years (Pre- 100 YEAR) PRE_NORTH 33Unit Hydrograph Summary, 100 years (Pre- 100 YEAR) PRE_EAST 31Unit Hydrograph Summary, 100 years (Post- 100 YEAR) POST_TO POND 29Unit Hydrograph Summary, 100 years (Post- 100 YEAR) POST_DIRECT_SOUTH 27Unit Hydrograph Summary, 100 years (Post- 100 YEAR) POST_DIRECT_NORTH 25Unit Hydrograph Summary, 100 years (Post- 100 YEAR) POST_DIRECT_EAST 24Runoff CN-Area, 100 years (Post- 100 YEAR)POST_DIRECT_NORTH 22Time of Concentration Calculations, 100 years (Pre- 100 YEAR) PRE_SOUTH 20Time of Concentration Calculations, 100 years (Pre- 100 YEAR) PRE_NORTH 18Time of Concentration Calculations, 100 years (Pre- 100 YEAR) PRE_EAST 16Time of Concentration Calculations, 100 years (Post- 100 YEAR) POST_TO POND 14Time of Concentration Calculations, 100 years (Post- 100 YEAR) POST_DIRECT_SOUTH 12Time of Concentration Calculations, 100 years (Post- 100 YEAR) POST_DIRECT_NORTH 10Time of Concentration Calculations, 100 years (Post- 100 YEAR) POST_DIRECT_EAST 8Time-Depth Curve, 100 years (Pre- 100 YEAR) 6Time-Depth Curve, 100 years (Post- 100 YEAR) Type III - Fairhope 2020 2Master Network Summary Table of Contents Table of Contents 45Pond Routed Hydrograph (total out), 100 years (Post- 100 YEAR)PO-1 (OUT) 44Composite Rating Curve, 100 years (Post- 100 YEAR) 42Individual Outlet Curves, 100 years (Post- 100 YEAR) 39Outlet Input Data, 100 years (Post- 100 YEAR) Composite Outlet Structure - 1 37Unit Hydrograph Summary, 100 years (Pre- 100 YEAR) PRE_SOUTH 35Unit Hydrograph Summary, 100 years (Pre- 100 YEAR) PRE_NORTH 33Unit Hydrograph Summary, 100 years (Pre- 100 YEAR)PRE_EAST 31Unit Hydrograph Summary, 100 years (Post- 100 YEAR)POST_TO POND 29Unit Hydrograph Summary, 100 years (Post- 100 YEAR)POST_DIRECT_SOUTH 27Unit Hydrograph Summary, 100 years (Post- 100 YEAR)POST_DIRECT_NORTH 25Unit Hydrograph Summary, 100 years (Post- 100 YEAR)POST_DIRECT_EAST 24Runoff CN-Area, 100 years (Post- 100 YEAR)POST_DIRECT_NORTH 22Time of Concentration Calculations, 100 years (Pre- 100 YEAR)PRE_SOUTH 20Time of Concentration Calculations, 100 years (Pre- 100 YEAR)PRE_NORTH 18Time of Concentration Calculations, 100 years (Pre- 100 YEAR)PRE_EAST 16Time of Concentration Calculations, 100 years (Post- 100YEAR)POST_TO POND 14Time of Concentration Calculations, 100 years (Post- 100YEAR)POST_DIRECT_SOUTH 12Time of Concentration Calculations, 100 years (Post- 100YEAR)POST_DIRECT_NORTH 10Time of Concentration Calculations, 100 years (Post- 100YEAR)POST_DIRECT_EAST 8Time-Depth Curve, 100 years (Pre- 100 YEAR)6Time-Depth Curve, 100 years (Post- 100 YEAR)Type III - Fairhope 2020 2Master Network Summary Page 2 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Subsection: Master Network Summary Catchments Summary Peak Flow (ft³/s) Time to Peak (hours) Hydrograph Volume (ac-ft) Return Event (years) ScenarioLabel 11.0712.2001.1762Post- 2 YEARPOST_TO POND 18.3512.2001.8735Post- 5 YEARPOST_TO POND 25.9612.2002.60910Post- 10 YEARPOST_TO POND 38.5612.2003.84825Post- 25 YEARPOST_TO POND 49.9412.2004.98750Post- 50 YEARPOST_TO POND 63.1912.2006.333100Post- 100 YEARPOST_TO POND 28.7212.7505.3542Pre- 2 YEARPRE_SOUTH 43.0712.7507.9615Pre- 5 YEARPRE_SOUTH 57.6412.65010.61910Pre- 10 YEARPRE_SOUTH 81.1612.65014.96225Pre- 25 YEARPRE_SOUTH 101.9512.65018.86550Pre- 50 YEARPRE_SOUTH 125.8312.65023.413100Pre- 100 YEARPRE_SOUTH 36.8112.5005.3212Pre- 2 YEARPRE_EAST 58.5712.4508.2595Pre- 5 YEARPRE_EAST 80.9512.45011.32110Pre- 10 YEARPRE_EAST 117.7712.40016.41625Pre- 25 YEARPRE_EAST 151.0012.40021.05750Pre- 50 YEARPRE_EAST 189.5212.40026.516100Pre- 100 YEARPRE_EAST 25.5112.9505.4872Post- 2 YEARPOST_DIRECT_SOUTH 37.0912.9007.9525Post- 5 YEARPOST_DIRECT_SOUTH 48.5712.90010.43210Post- 10 YEARPOST_DIRECT_SOUTH 66.7912.90014.44225Post- 25 YEARPOST_DIRECT_SOUTH 82.7612.90018.01850Post- 50 YEARPOST_DIRECT_SOUTH 101.0112.90022.164100Post- 100 YEARPOST_DIRECT_SOUTH 30.2212.6005.0212Post- 2 YEARPOST_DIRECT_EAST 47.4012.6007.7155Post- 5 YEARPOST_DIRECT_EAST 64.9512.60010.50810Post- 10 YEARPOST_DIRECT_EAST 93.5512.60015.13625Post- 25 YEARPOST_DIRECT_EAST 119.0612.60019.33950Post- 50 YEARPOST_DIRECT_EAST 148.5912.55024.271100Post- 100 YEARPOST_DIRECT_EAST 6.8112.5001.0682Pre- 2 YEARPRE_NORTH 12.5412.4501.8105Pre- 5 YEARPRE_NORTH 18.7412.4502.62010Pre- 10 YEARPRE_NORTH 29.3012.4504.01925Pre- 25 YEARPRE_NORTH 39.0612.4505.32950Pre- 50 YEARPRE_NORTH 50.6012.4506.901100Pre- 100 YEARPRE_NORTH 6.8412.4501.0062Post- 2 YEARPOST_DIRECT_NORTH 11.7612.4501.6445Post- 5 YEARPOST_DIRECT_NORTH 16.9612.4502.32610Post- 10 YEARPOST_DIRECT_NORTH 25.6612.4503.48725Post- 25 YEARPOST_DIRECT_NORTH 33.6512.4004.56250Post- 50 YEARPOST_DIRECT_NORTH 43.0812.4005.841100Post- 100 YEARPOST_DIRECT_NORTH Node Summary Page 3 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Subsection: Master Network Summary Node Summary Peak Flow (ft³/s) Time to Peak (hours) Hydrograph Volume (ac-ft) Return Event (years) ScenarioLabel 4.5112.6501.1252Post- 2 YEARO-2 8.5212.5501.8015Post- 5 YEARO-2 11.8412.5502.51810Post- 10 YEARO-2 15.7912.6003.72825Post- 25 YEARO-2 18.6012.6004.85050Post- 50 YEARO-2 21.2812.6006.184100Post- 100 YEARO-2 28.7212.7505.3542Pre- 2 YEARO-4 43.0712.7507.9615Pre- 5 YEARO-4 57.6412.65010.61910Pre- 10 YEARO-4 81.1612.65014.96225Pre- 25 YEARO-4 101.9512.65018.86550Pre- 50 YEARO-4 125.8312.65023.413100Pre- 100 YEARO-4 36.8112.5005.3212Pre- 2 YEARO-5 58.5712.4508.2595Pre- 5 YEARO-5 80.9512.45011.32110Pre- 10 YEARO-5 117.7712.40016.41625Pre- 25 YEARO-5 151.0012.40021.05750Pre- 50 YEARO-5 189.5212.40026.516100Pre- 100 YEARO-5 25.5112.9505.4872Post- 2 YEARO-6 37.0912.9007.9525Post- 5 YEARO-6 48.5712.90010.43210Post- 10 YEARO-6 66.7912.90014.44225Post- 25 YEARO-6 82.7612.90018.01850Post- 50 YEARO-6 101.0112.90022.164100Post- 100 YEARO-6 30.2212.6005.0212Post- 2 YEARO-7 47.4012.6007.7155Post- 5 YEARO-7 64.9512.60010.50810Post- 10 YEARO-7 93.5512.60015.13625Post- 25 YEARO-7 119.0612.60019.33950Post- 50 YEARO-7 148.5912.55024.271100Post- 100 YEARO-7 6.1612.6501.0652Pre- 2 YEARO-8 10.7112.6501.8065Pre- 5 YEARO-8 15.2012.6502.61510Pre- 10 YEARO-8 21.2812.7004.01125Pre- 25 YEARO-8 25.2412.7505.32050Pre- 50 YEARO-8 28.8312.8006.889100Pre- 100 YEARO-8 6.1512.6001.0042Post- 2 YEARO-9 10.0912.6001.6405Post- 5 YEARO-9 14.0412.6502.32210Post- 10 YEARO-9 19.5612.6503.48125Post- 25 YEARO-9 23.2212.7004.55550Post- 50 YEARO-9 26.5612.7505.832100Post- 100 YEARO-9 Pond Summary Subsection: Master Network Summary Pond Summary Maximum Pond Storage (ac-ft) Maximum Water Surface Elevation (ft) Peak Flow (ft³/s) Time to Peak (hours) Hydrograph Volume (ac-ft) Return Event (years) ScenarioLabel (N/A)(N/A)11.0712.2001.1762Post- 2 YEARPO-1 (IN) 0.34589.204.5112.6501.1252Post- 2 YEARPO-1 (OUT) (N/A)(N/A)18.3512.2001.8735Post- 5 YEARPO-1 (IN) 0.53789.818.5212.5501.8015Post- 5 YEARPO-1 (OUT) (N/A)(N/A)25.9612.2002.60910Post- 10 YEARPO-1 (IN) 0.75490.4511.8412.5502.51810Post- 10 YEARPO-1 (OUT) (N/A)(N/A)38.5612.2003.84825Post- 25 YEARPO-1 (IN) 1.16191.5615.7912.6003.72825Post- 25 YEARPO-1 (OUT) (N/A)(N/A)49.9412.2004.98750Post- 50 YEARPO-1 (IN) 1.56392.5618.6012.6004.85050Post- 50 YEARPO-1 (OUT) (N/A)(N/A)63.1912.2006.333100Post- 100 YEAR PO-1 (IN) 2.05793.6721.2812.6006.184100Post- 100 YEAR PO-1 (OUT) (N/A)(N/A)6.8112.5001.0682Pre- 2 YEARPRE_NORTH _OUT (IN) 0.06397.516.1612.6501.0652Pre- 2 YEARPRE_NORTH _OUT (OUT) (N/A)(N/A)12.5412.4501.8105Pre- 5 YEARPRE_NORTH _OUT (IN) 0.14198.0010.7112.6501.8065Pre- 5 YEARPRE_NORTH _OUT (OUT) (N/A)(N/A)18.7412.4502.62010Pre- 10 YEARPRE_NORTH _OUT (IN) 0.24998.4315.2012.6502.61510Pre- 10 YEARPRE_NORTH _OUT (OUT) (N/A)(N/A)29.3012.4504.01925Pre- 25 YEARPRE_NORTH _OUT (IN) 0.49499.0921.2812.7004.01125Pre- 25 YEARPRE_NORTH _OUT (OUT) (N/A)(N/A)39.0612.4505.32950Pre- 50 YEARPRE_NORTH _OUT (IN) 0.80299.6725.2412.7505.32050Pre- 50 YEARPRE_NORTH _OUT (OUT) (N/A)(N/A)50.6012.4506.901100Pre- 100 YEARPRE_NORTH _OUT (IN) 1.239100.2928.8312.8006.889100Pre- 100 YEARPRE_NORTH _OUT (OUT) (N/A)(N/A)6.8412.4501.0062Post- 2 YEARPOST_NORT H_OUT (IN) 0.06297.516.1512.6001.0042Post- 2 YEARPOST_NORT H_OUT (OUT) (N/A)(N/A)11.7612.4501.6445Post- 5 YEARPOST_NORT H_OUT (IN) Page 4 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Subsection: Master Network Summary Pond Summary Maximum Pond Storage (ac-ft) Maximum Water Surface Elevation (ft) Peak Flow (ft³/s) Time to Peak (hours) Hydrograph Volume (ac-ft) Return Event (years) ScenarioLabel 0.12997.9410.0912.6001.6405Post- 5 YEARPOST_NORT H_OUT (OUT) (N/A)(N/A)16.9612.4502.32610Post- 10 YEARPOST_NORT H_OUT (IN) 0.21898.3214.0412.6502.32210Post- 10 YEARPOST_NORT H_OUT (OUT) (N/A)(N/A)25.6612.4503.48725Post- 25 YEARPOST_NORT H_OUT (IN) 0.40098.8719.5612.6503.48125Post- 25 YEARPOST_NORT H_OUT (OUT) (N/A)(N/A)33.6512.4004.56250Post- 50 YEARPOST_NORT H_OUT (IN) 0.62599.3623.2212.7004.55550Post- 50 YEARPOST_NORT H_OUT (OUT) (N/A)(N/A)43.0812.4005.841100Post- 100 YEAR POST_NORT H_OUT (IN) 0.94399.8926.5612.7505.832100Post- 100 YEAR POST_NORT H_OUT (OUT) Page 5 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: Type III - Fairhope 2020 Return Event: 100 yearsSubsection: Time-Depth Curve Time-Depth Curve: 100 YEAR 100 YEARLabel hours0.000Start Time hours0.100Increment hours24.000End Time years100Return Event CUMULATIVE RAINFALL (in) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (hours) 0.10.00.00.00.00.000 0.10.10.10.10.10.500 0.20.20.20.20.21.000 0.30.30.30.30.21.500 0.40.40.40.30.32.000 0.50.50.40.40.42.500 0.60.50.50.50.53.000 0.70.60.60.60.63.500 0.80.80.70.70.74.000 0.90.90.80.80.84.500 1.01.01.00.90.95.000 1.11.11.11.11.05.500 1.31.21.21.21.26.000 1.41.41.41.31.36.500 1.61.61.51.51.47.000 1.81.71.71.71.67.500 2.02.01.91.91.88.000 2.32.22.22.12.18.500 2.62.52.52.42.39.000 2.92.92.82.72.79.500 3.43.33.23.13.010.000 3.93.83.73.63.510.500 4.64.44.34.14.011.000 6.76.05.45.04.811.500 11.010.610.09.38.012.000 11.911.711.611.411.212.500 12.412.312.212.112.013.000 12.912.812.712.612.513.500 13.313.213.113.113.014.000 13.613.513.513.413.314.500 13.913.813.813.713.715.000 14.114.114.014.013.915.500 14.314.314.314.214.216.000 14.514.514.414.414.416.500 14.714.614.614.614.617.000 Page 6 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: Type III - Fairhope 2020 Return Event: 100 yearsSubsection: Time-Depth Curve CUMULATIVE RAINFALL (in) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (hours) 14.814.814.814.714.717.500 14.914.914.914.914.818.000 15.115.015.015.015.018.500 15.215.215.115.115.119.000 15.315.315.215.215.219.500 15.415.415.415.315.320.000 15.515.515.515.415.420.500 15.615.615.515.515.521.000 15.715.715.615.615.621.500 15.815.715.715.715.722.000 15.815.815.815.815.822.500 15.915.915.915.915.923.000 16.016.016.015.915.923.500 (N/A)(N/A)(N/A)(N/A)16.024.000 Page 7 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Pre- 100 YEAR Storm Event: 100 YEARLabel: Type III - Fairhope 2020 Return Event: 100 yearsSubsection: Time-Depth Curve Time-Depth Curve: 100 YEAR 100 YEARLabel hours0.000Start Time hours0.100Increment hours24.000End Time years100Return Event CUMULATIVE RAINFALL (in) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (hours) 0.10.00.00.00.00.000 0.10.10.10.10.10.500 0.20.20.20.20.21.000 0.30.30.30.30.21.500 0.40.40.40.30.32.000 0.50.50.40.40.42.500 0.60.50.50.50.53.000 0.70.60.60.60.63.500 0.80.80.70.70.74.000 0.90.90.80.80.84.500 1.01.01.00.90.95.000 1.11.11.11.11.05.500 1.31.21.21.21.26.000 1.41.41.41.31.36.500 1.61.61.51.51.47.000 1.81.71.71.71.67.500 2.02.01.91.91.88.000 2.32.22.22.12.18.500 2.62.52.52.42.39.000 2.92.92.82.72.79.500 3.43.33.23.13.010.000 3.93.83.73.63.510.500 4.64.44.34.14.011.000 6.76.05.45.04.811.500 11.010.610.09.38.012.000 11.911.711.611.411.212.500 12.412.312.212.112.013.000 12.912.812.712.612.513.500 13.313.213.113.113.014.000 13.613.513.513.413.314.500 13.913.813.813.713.715.000 14.114.114.014.013.915.500 14.314.314.314.214.216.000 14.514.514.414.414.416.500 14.714.614.614.614.617.000 Page 8 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Pre- 100 YEAR Storm Event: 100 YEARLabel: Type III - Fairhope 2020 Return Event: 100 yearsSubsection: Time-Depth Curve CUMULATIVE RAINFALL (in) Output Time Increment = 0.100 hours Time on left represents time for first value in each row. Depth (in) Depth (in) Depth (in) Depth (in) Depth (in) Time (hours) 14.814.814.814.714.717.500 14.914.914.914.914.818.000 15.115.015.015.015.018.500 15.215.215.115.115.119.000 15.315.315.215.215.219.500 15.415.415.415.315.320.000 15.515.515.515.415.420.500 15.615.615.515.515.521.000 15.715.715.615.615.621.500 15.815.715.715.715.722.000 15.815.815.815.815.822.500 15.915.915.915.915.923.000 16.016.016.015.915.923.500 (N/A)(N/A)(N/A)(N/A)16.024.000 Page 9 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_DIRECT_EAST Return Event: 100 yearsSubsection: Time of Concentration Calculations Time of Concentration Results Segment #1: TR-55 Sheet Flow ft300.00Hydraulic Length 0.300Manning's n ft/ft0.007Slope in5.92 Year 24 Hour Depth ft/s0.11Average Velocity hours0.767Segment Time of Concentration Segment #2: TR-55 Shallow Concentrated Flow ft710.00Hydraulic Length FalseIs Paved? ft/ft0.052Slope ft/s3.68Average Velocity hours0.054Segment Time of Concentration Time of Concentration (Composite) hours0.821Time of Concentration (Composite) Page 10 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_DIRECT_EAST Return Event: 100 yearsSubsection: Time of Concentration Calculations ==== SCS Channel Flow R = Qa / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n (Lf / V) / 3600 Tc = R= Hydraulic radius Aq= Flow area, square feet Wp= Wetted perimeter, feet V= Velocity, ft/sec Sf= Slope, ft/ft n= Manning's n Tc= Time of concentration, hours Lf= Flow length, feet Where: ==== SCS TR-55 Shallow Concentration Flow Unpaved surface: V = 16.1345 * (Sf**0.5) Paved Surface: V = 20.3282 * (Sf**0.5) (Lf / V) / 3600 Tc = V= Velocity, ft/sec Sf= Slope, ft/ft Tc= Time of concentration, hours Lf= Flow length, feet Where: Page 11 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_DIRECT_NORTH Return Event: 100 yearsSubsection: Time of Concentration Calculations Time of Concentration Results Segment #1: TR-55 Sheet Flow ft300.00Hydraulic Length 0.240Manning's n ft/ft0.012Slope in5.92 Year 24 Hour Depth ft/s0.16Average Velocity hours0.517Segment Time of Concentration Segment #2: TR-55 Shallow Concentrated Flow ft505.00Hydraulic Length FalseIs Paved? ft/ft0.022Slope ft/s2.39Average Velocity hours0.059Segment Time of Concentration Time of Concentration (Composite) hours0.576Time of Concentration (Composite) Page 12 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_DIRECT_NORTH Return Event: 100 yearsSubsection: Time of Concentration Calculations ==== SCS Channel Flow R = Qa / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n (Lf / V) / 3600 Tc = R= Hydraulic radius Aq= Flow area, square feet Wp= Wetted perimeter, feet V= Velocity, ft/sec Sf= Slope, ft/ft n= Manning's n Tc= Time of concentration, hours Lf= Flow length, feet Where: ==== SCS TR-55 Shallow Concentration Flow Unpaved surface: V = 16.1345 * (Sf**0.5) Paved Surface: V = 20.3282 * (Sf**0.5) (Lf / V) / 3600 Tc = V= Velocity, ft/sec Sf= Slope, ft/ft Tc= Time of concentration, hours Lf= Flow length, feet Where: Page 13 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_DIRECT_SOUTH Return Event: 100 yearsSubsection: Time of Concentration Calculations Time of Concentration Results Segment #1: TR-55 Sheet Flow ft300.00Hydraulic Length 0.300Manning's n ft/ft0.003Slope in5.92 Year 24 Hour Depth ft/s0.08Average Velocity hours1.077Segment Time of Concentration Segment #2: TR-55 Shallow Concentrated Flow ft550.00Hydraulic Length FalseIs Paved? ft/ft0.011Slope ft/s1.69Average Velocity hours0.090Segment Time of Concentration Segment #3: TR-55 Channel Flow ft²6.0Flow Area ft1,015.00Hydraulic Length 0.045Manning's n ft/ft0.005Slope ft9.30Wetted Perimeter ft/s1.75Average Velocity hours0.161Segment Time of Concentration Time of Concentration (Composite) hours1.329Time of Concentration (Composite) Page 14 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_DIRECT_SOUTH Return Event: 100 yearsSubsection: Time of Concentration Calculations ==== SCS Channel Flow R = Qa / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n (Lf / V) / 3600 Tc = R= Hydraulic radius Aq= Flow area, square feet Wp= Wetted perimeter, feet V= Velocity, ft/sec Sf= Slope, ft/ft n= Manning's n Tc= Time of concentration, hours Lf= Flow length, feet Where: ==== SCS TR-55 Shallow Concentration Flow Unpaved surface: V = 16.1345 * (Sf**0.5) Paved Surface: V = 20.3282 * (Sf**0.5) (Lf / V) / 3600 Tc = V= Velocity, ft/sec Sf= Slope, ft/ft Tc= Time of concentration, hours Lf= Flow length, feet Where: ==== SCS TR-55 Sheet Flow (0.007 * ((n * Lf)**0.8)) / ((P**0.5) * (Sf**0.4))Tc = Tc= Time of concentration, hours n= Manning's n Lf= Flow length, feet P= 2yr, 24hr Rain depth, inches Sf= Slope, % Where: Page 15 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_TO POND Return Event: 100 yearsSubsection: Time of Concentration Calculations Time of Concentration Results Segment #1: TR-55 Channel Flow ft²2.5Flow Area ft1,520.00Hydraulic Length 0.030Manning's n ft/ft0.005Slope ft7.10Wetted Perimeter ft/s1.75Average Velocity hours0.241Segment Time of Concentration Segment #2: TR-55 Shallow Concentrated Flow ft100.00Hydraulic Length FalseIs Paved? ft/ft0.005Slope ft/s1.14Average Velocity hours0.024Segment Time of Concentration Time of Concentration (Composite) hours0.265Time of Concentration (Composite) Page 16 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_TO POND Return Event: 100 yearsSubsection: Time of Concentration Calculations ==== SCS TR-55 Shallow Concentration Flow Unpaved surface: V = 16.1345 * (Sf**0.5) Paved Surface: V = 20.3282 * (Sf**0.5) (Lf / V) / 3600 Tc = V= Velocity, ft/sec Sf= Slope, ft/ft Tc= Time of concentration, hours Lf= Flow length, feet Where: ==== SCS TR-55 Sheet Flow (0.007 * ((n * Lf)**0.8)) / ((P**0.5) * (Sf**0.4))Tc = Tc= Time of concentration, hours n= Manning's n Lf= Flow length, feet P= 2yr, 24hr Rain depth, inches Sf= Slope, % Where: Page 17 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Pre- 100 YEAR Storm Event: 100 YEARLabel: PRE_EAST Return Event: 100 yearsSubsection: Time of Concentration Calculations Time of Concentration Results Segment #1: TR-55 Sheet Flow ft300.00Hydraulic Length 0.200Manning's n ft/ft0.007Slope in5.92 Year 24 Hour Depth ft/s0.15Average Velocity hours0.555Segment Time of Concentration Segment #2: TR-55 Shallow Concentrated Flow ft710.00Hydraulic Length FalseIs Paved? ft/ft0.052Slope ft/s3.68Average Velocity hours0.054Segment Time of Concentration Time of Concentration (Composite) hours0.608Time of Concentration (Composite) Page 18 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Pre- 100 YEAR Storm Event: 100 YEARLabel: PRE_EAST Return Event: 100 yearsSubsection: Time of Concentration Calculations ==== SCS Channel Flow R = Qa / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n (Lf / V) / 3600 Tc = R= Hydraulic radius Aq= Flow area, square feet Wp= Wetted perimeter, feet V= Velocity, ft/sec Sf= Slope, ft/ft n= Manning's n Tc= Time of concentration, hours Lf= Flow length, feet Where: ==== SCS TR-55 Shallow Concentration Flow Unpaved surface: V = 16.1345 * (Sf**0.5) Paved Surface: V = 20.3282 * (Sf**0.5) (Lf / V) / 3600 Tc = V= Velocity, ft/sec Sf= Slope, ft/ft Tc= Time of concentration, hours Lf= Flow length, feet Where: Page 19 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Pre- 100 YEAR Storm Event: 100 YEARLabel: PRE_NORTH Return Event: 100 yearsSubsection: Time of Concentration Calculations Time of Concentration Results Segment #1: TR-55 Sheet Flow ft300.00Hydraulic Length 0.240Manning's n ft/ft0.013Slope in5.92 Year 24 Hour Depth ft/s0.17Average Velocity hours0.501Segment Time of Concentration Segment #2: TR-55 Shallow Concentrated Flow ft670.00Hydraulic Length FalseIs Paved? ft/ft0.018Slope ft/s2.16Average Velocity hours0.086Segment Time of Concentration Time of Concentration (Composite) hours0.587Time of Concentration (Composite) Page 20 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Pre- 100 YEAR Storm Event: 100 YEARLabel: PRE_NORTH Return Event: 100 yearsSubsection: Time of Concentration Calculations ==== SCS Channel Flow R = Qa / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n (Lf / V) / 3600 Tc = R= Hydraulic radius Aq= Flow area, square feet Wp= Wetted perimeter, feet V= Velocity, ft/sec Sf= Slope, ft/ft n= Manning's n Tc= Time of concentration, hours Lf= Flow length, feet Where: ==== SCS TR-55 Shallow Concentration Flow Unpaved surface: V = 16.1345 * (Sf**0.5) Paved Surface: V = 20.3282 * (Sf**0.5) (Lf / V) / 3600 Tc = V= Velocity, ft/sec Sf= Slope, ft/ft Tc= Time of concentration, hours Lf= Flow length, feet Where: Page 21 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Pre- 100 YEAR Storm Event: 100 YEARLabel: PRE_SOUTH Return Event: 100 yearsSubsection: Time of Concentration Calculations Time of Concentration Results Segment #1: TR-55 Sheet Flow ft300.00Hydraulic Length 0.200Manning's n ft/ft0.003Slope in5.92 Year 24 Hour Depth ft/s0.11Average Velocity hours0.779Segment Time of Concentration Segment #2: TR-55 Shallow Concentrated Flow ft550.00Hydraulic Length FalseIs Paved? ft/ft0.011Slope ft/s1.69Average Velocity hours0.090Segment Time of Concentration Segment #3: TR-55 Channel Flow ft²6.0Flow Area ft1,015.00Hydraulic Length 0.045Manning's n ft/ft0.005Slope ft9.30Wetted Perimeter ft/s1.75Average Velocity hours0.161Segment Time of Concentration Time of Concentration (Composite) hours1.030Time of Concentration (Composite) Page 22 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Pre- 100 YEAR Storm Event: 100 YEARLabel: PRE_SOUTH Return Event: 100 yearsSubsection: Time of Concentration Calculations ==== SCS Channel Flow R = Qa / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n (Lf / V) / 3600 Tc = R= Hydraulic radius Aq= Flow area, square feet Wp= Wetted perimeter, feet V= Velocity, ft/sec Sf= Slope, ft/ft n= Manning's n Tc= Time of concentration, hours Lf= Flow length, feet Where: ==== SCS TR-55 Shallow Concentration Flow Unpaved surface: V = 16.1345 * (Sf**0.5) Paved Surface: V = 20.3282 * (Sf**0.5) (Lf / V) / 3600 Tc = V= Velocity, ft/sec Sf= Slope, ft/ft Tc= Time of concentration, hours Lf= Flow length, feet Where: ==== SCS TR-55 Sheet Flow (0.007 * ((n * Lf)**0.8)) / ((P**0.5) * (Sf**0.4))Tc = Tc= Time of concentration, hours n= Manning's n Lf= Flow length, feet P= 2yr, 24hr Rain depth, inches Sf= Slope, % Where: Page 23 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_DIRECT_NORTH Return Event: 100 yearsSubsection: Runoff CN-Area Runoff Curve Number Data Adjusted CNUC (%) C (%) Area (acres) CNSoil/Surface Description (N/A)(N/A)(N/A)(N/A)(N/A)COMPOSITE AREA & WEIGHTED CN ---> Page 24 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_DIRECT_EAST Return Event: 100 yearsSubsection: Unit Hydrograph Summary 100 YEARStorm Event years100Return Event hours24.000Duration in16.0Depth hours0.821Time of Concentration (Composite) acres27.100Area (User Defined) hours0.109Computational Time Increment hours12.589Time to Peak (Computed) ft³/s149.40Flow (Peak, Computed) hours0.050Output Increment hours12.550Time to Flow (Peak Interpolated Output) ft³/s148.59Flow (Peak Interpolated Output) Drainage Area 64.235SCS CN (Composite) acres27.100Area (User Defined) in5.6Maximum Retention (Pervious) in1.1Maximum Retention (Pervious, 20 percent) Cumulative Runoff in10.8Cumulative Runoff Depth (Pervious) ac-ft24.467Runoff Volume (Pervious) Hydrograph Volume (Area under Hydrograph curve) ac-ft24.271Volume SCS Unit Hydrograph Parameters hours0.821Time of Concentration (Composite) hours0.109Computational Time Increment 483.432Unit Hydrograph Shape Factor 0.749K Factor 1.670Receding/Rising, Tr/Tp ft³/s37.40Unit peak, qp Page 25 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_DIRECT_EAST Return Event: 100 yearsSubsection: Unit Hydrograph Summary SCS Unit Hydrograph Parameters hours0.547Unit peak time, Tp hours2.189Unit receding limb, Tr hours2.737Total unit time, Tb Page 26 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_DIRECT_NORTH Return Event: 100 yearsSubsection: Unit Hydrograph Summary 100 YEARStorm Event years100Return Event hours24.000Duration in16.0Depth hours0.576Time of Concentration (Composite) acres7.400Area (User Defined) hours0.077Computational Time Increment hours12.443Time to Peak (Computed) ft³/s43.10Flow (Peak, Computed) hours0.050Output Increment hours12.400Time to Flow (Peak Interpolated Output) ft³/s43.08Flow (Peak Interpolated Output) Drainage Area 57.000SCS CN (Composite) acres7.400Area (User Defined) in7.5Maximum Retention (Pervious) in1.5Maximum Retention (Pervious, 20 percent) Cumulative Runoff in9.5Cumulative Runoff Depth (Pervious) ac-ft5.877Runoff Volume (Pervious) Hydrograph Volume (Area under Hydrograph curve) ac-ft5.841Volume SCS Unit Hydrograph Parameters hours0.576Time of Concentration (Composite) hours0.077Computational Time Increment 483.432Unit Hydrograph Shape Factor 0.749K Factor 1.670Receding/Rising, Tr/Tp ft³/s14.55Unit peak, qp Page 27 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_DIRECT_NORTH Return Event: 100 yearsSubsection: Unit Hydrograph Summary SCS Unit Hydrograph Parameters hours0.384Unit peak time, Tp hours1.536Unit receding limb, Tr hours1.920Total unit time, Tb Page 28 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_DIRECT_SOUTH Return Event: 100 yearsSubsection: Unit Hydrograph Summary 100 YEARStorm Event years100Return Event hours24.000Duration in16.0Depth hours1.329Time of Concentration (Composite) acres21.900Area (User Defined) hours0.177Computational Time Increment hours12.931Time to Peak (Computed) ft³/s101.17Flow (Peak, Computed) hours0.050Output Increment hours12.900Time to Flow (Peak Interpolated Output) ft³/s101.01Flow (Peak Interpolated Output) Drainage Area 73.078SCS CN (Composite) acres21.900Area (User Defined) in3.7Maximum Retention (Pervious) in0.7Maximum Retention (Pervious, 20 percent) Cumulative Runoff in12.3Cumulative Runoff Depth (Pervious) ac-ft22.439Runoff Volume (Pervious) Hydrograph Volume (Area under Hydrograph curve) ac-ft22.164Volume SCS Unit Hydrograph Parameters hours1.329Time of Concentration (Composite) hours0.177Computational Time Increment 483.432Unit Hydrograph Shape Factor 0.749K Factor 1.670Receding/Rising, Tr/Tp ft³/s18.68Unit peak, qp Page 29 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_DIRECT_SOUTH Return Event: 100 yearsSubsection: Unit Hydrograph Summary SCS Unit Hydrograph Parameters hours0.886Unit peak time, Tp hours3.543Unit receding limb, Tr hours4.429Total unit time, Tb Page 30 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_TO POND Return Event: 100 yearsSubsection: Unit Hydrograph Summary 100 YEARStorm Event years100Return Event hours24.000Duration in16.0Depth hours0.265Time of Concentration (Composite) acres7.600Area (User Defined) hours0.035Computational Time Increment hours12.175Time to Peak (Computed) ft³/s63.38Flow (Peak, Computed) hours0.050Output Increment hours12.200Time to Flow (Peak Interpolated Output) ft³/s63.19Flow (Peak Interpolated Output) Drainage Area 59.691SCS CN (Composite) acres7.600Area (User Defined) in6.8Maximum Retention (Pervious) in1.4Maximum Retention (Pervious, 20 percent) Cumulative Runoff in10.0Cumulative Runoff Depth (Pervious) ac-ft6.351Runoff Volume (Pervious) Hydrograph Volume (Area under Hydrograph curve) ac-ft6.333Volume SCS Unit Hydrograph Parameters hours0.265Time of Concentration (Composite) hours0.035Computational Time Increment 483.432Unit Hydrograph Shape Factor 0.749K Factor 1.670Receding/Rising, Tr/Tp ft³/s32.44Unit peak, qp Page 31 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: POST_TO POND Return Event: 100 yearsSubsection: Unit Hydrograph Summary SCS Unit Hydrograph Parameters hours0.177Unit peak time, Tp hours0.708Unit receding limb, Tr hours0.885Total unit time, Tb Page 32 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Pre- 100 YEAR Storm Event: 100 YEARLabel: PRE_EAST Return Event: 100 yearsSubsection: Unit Hydrograph Summary 100 YEARStorm Event years100Return Event hours24.000Duration in16.0Depth hours0.608Time of Concentration (Composite) acres30.200Area (User Defined) hours0.081Computational Time Increment hours12.412Time to Peak (Computed) ft³/s190.61Flow (Peak, Computed) hours0.050Output Increment hours12.400Time to Flow (Peak Interpolated Output) ft³/s189.52Flow (Peak Interpolated Output) Drainage Area 62.887SCS CN (Composite) acres30.200Area (User Defined) in5.9Maximum Retention (Pervious) in1.2Maximum Retention (Pervious, 20 percent) Cumulative Runoff in10.6Cumulative Runoff Depth (Pervious) ac-ft26.674Runoff Volume (Pervious) Hydrograph Volume (Area under Hydrograph curve) ac-ft26.516Volume SCS Unit Hydrograph Parameters hours0.608Time of Concentration (Composite) hours0.081Computational Time Increment 483.432Unit Hydrograph Shape Factor 0.749K Factor 1.670Receding/Rising, Tr/Tp ft³/s56.24Unit peak, qp Page 33 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Pre- 100 YEAR Storm Event: 100 YEARLabel: PRE_EAST Return Event: 100 yearsSubsection: Unit Hydrograph Summary SCS Unit Hydrograph Parameters hours0.406Unit peak time, Tp hours1.622Unit receding limb, Tr hours2.028Total unit time, Tb Page 34 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Pre- 100 YEAR Storm Event: 100 YEARLabel: PRE_NORTH Return Event: 100 yearsSubsection: Unit Hydrograph Summary 100 YEARStorm Event years100Return Event hours24.000Duration in16.0Depth hours0.587Time of Concentration (Composite) acres9.400Area (User Defined) hours0.078Computational Time Increment hours12.447Time to Peak (Computed) ft³/s50.70Flow (Peak, Computed) hours0.050Output Increment hours12.450Time to Flow (Peak Interpolated Output) ft³/s50.60Flow (Peak Interpolated Output) Drainage Area 53.523SCS CN (Composite) acres9.400Area (User Defined) in8.7Maximum Retention (Pervious) in1.7Maximum Retention (Pervious, 20 percent) Cumulative Runoff in8.9Cumulative Runoff Depth (Pervious) ac-ft6.945Runoff Volume (Pervious) Hydrograph Volume (Area under Hydrograph curve) ac-ft6.901Volume SCS Unit Hydrograph Parameters hours0.587Time of Concentration (Composite) hours0.078Computational Time Increment 483.432Unit Hydrograph Shape Factor 0.749K Factor 1.670Receding/Rising, Tr/Tp ft³/s18.14Unit peak, qp Page 35 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Pre- 100 YEAR Storm Event: 100 YEARLabel: PRE_NORTH Return Event: 100 yearsSubsection: Unit Hydrograph Summary SCS Unit Hydrograph Parameters hours0.391Unit peak time, Tp hours1.566Unit receding limb, Tr hours1.957Total unit time, Tb Page 36 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Pre- 100 YEAR Storm Event: 100 YEARLabel: PRE_SOUTH Return Event: 100 yearsSubsection: Unit Hydrograph Summary 100 YEARStorm Event years100Return Event hours24.000Duration in16.0Depth hours1.030Time of Concentration (Composite) acres24.400Area (User Defined) hours0.137Computational Time Increment hours12.637Time to Peak (Computed) ft³/s126.03Flow (Peak, Computed) hours0.050Output Increment hours12.650Time to Flow (Peak Interpolated Output) ft³/s125.83Flow (Peak Interpolated Output) Drainage Area 68.932SCS CN (Composite) acres24.400Area (User Defined) in4.5Maximum Retention (Pervious) in0.9Maximum Retention (Pervious, 20 percent) Cumulative Runoff in11.6Cumulative Runoff Depth (Pervious) ac-ft23.643Runoff Volume (Pervious) Hydrograph Volume (Area under Hydrograph curve) ac-ft23.413Volume SCS Unit Hydrograph Parameters hours1.030Time of Concentration (Composite) hours0.137Computational Time Increment 483.432Unit Hydrograph Shape Factor 0.749K Factor 1.670Receding/Rising, Tr/Tp ft³/s26.84Unit peak, qp Page 37 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Pre- 100 YEAR Storm Event: 100 YEARLabel: PRE_SOUTH Return Event: 100 yearsSubsection: Unit Hydrograph Summary SCS Unit Hydrograph Parameters hours0.687Unit peak time, Tp hours2.747Unit receding limb, Tr hours3.434Total unit time, Tb Page 38 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: Composite Outlet Structure - 1 Return Event: 100 yearsSubsection: Outlet Input Data Requested Pond Water Surface Elevations ft88.00Minimum (Headwater) ft0.50Increment (Headwater) ft94.00Maximum (Headwater) Outlet Connectivity E2 (ft) E1 (ft) OutfallDirectionOutlet IDStructure Type 94.0088.00TWForwardCulvert - 1Culvert-Circular (N/A)(N/A)TailwaterTailwater Settings Page 39 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: Composite Outlet Structure - 1 Return Event: 100 yearsSubsection: Outlet Input Data Structure ID: Culvert - 1 Structure Type: Culvert-Circular 1Number of Barrels in18.0Diameter ft48.00Length ft48.00Length (Computed Barrel) ft/ft0.010Slope (Computed) Outlet Control Data 0.013Manning's n 0.200Ke 0.018Kb 0.000Kr ft0.00Convergence Tolerance Inlet Control Data Form 1Equation Form 0.0045K 2.0000M 0.0317C 0.6900Y 1.090T1 ratio (HW/D) 1.192T2 ratio (HW/D) -0.500Slope Correction Factor Use unsubmerged inlet control 0 equation below T1 elevation. Use submerged inlet control 0 equation above T2 elevation In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... ft89.64T1 Elevation ft³/s7.58T1 Flow ft89.79T2 Elevation ft³/s8.66T2 Flow Page 40 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: Composite Outlet Structure - 1 Return Event: 100 yearsSubsection: Outlet Input Data Structure ID: TW Structure Type: TW Setup, DS Channel Free OutfallTailwater Type Convergence Tolerances 30Maximum Iterations ft0.01Tailwater Tolerance (Minimum) ft0.50Tailwater Tolerance (Maximum) ft0.01Headwater Tolerance (Minimum) ft0.50Headwater Tolerance (Maximum) ft³/s0.001Flow Tolerance (Minimum) ft³/s10.000Flow Tolerance (Maximum) Page 41 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: Composite Outlet Structure - 1 Return Event: 100 yearsSubsection: Individual Outlet Curves RATING TABLE FOR ONE OUTLET TYPE Structure ID = Culvert - 1 (Culvert-Circular) --------------------------------------- Mannings open channel maximum capacity: 11.53 ft³/s Upstream ID = (Pond Water Surface) Downstream ID = Tailwater (Pond Outfall) Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00(N/A)0.0088.00 0.00(N/A)0.8988.50 0.00(N/A)3.2389.00 0.00(N/A)6.4789.50 0.00(N/A)9.7990.00 0.00(N/A)12.0590.50 0.00(N/A)13.9491.00 0.00(N/A)15.6191.50 0.00(N/A)17.1092.00 0.00(N/A)18.4692.50 0.00(N/A)19.7293.00 0.00(N/A)20.9093.50 0.00(N/A)22.0294.00 Computation Messages Upstream HW & DNstream TW < Inv.El CRIT.DEPTH CONTROL Vh= .124ft Dcr= .352ft CRIT.DEPTH Hev= .00ft CRIT.DEPTH CONTROL Vh= .263ft Dcr= .685ft CRIT.DEPTH Hev= .00ft CRIT.DEPTH CONTROL Vh= .431ft Dcr= .984ft CRIT.DEPTH Hev= .00ft INLET CONTROL... Submerged: HW =2.00 INLET CONTROL... Submerged: HW =2.50 INLET CONTROL... Submerged: HW =3.00 INLET CONTROL... Submerged: HW =3.50 FULL FLOW...Lfull=46.82ft Vh=1.456ft HL=2.989ft Hev= .00ft Page 42 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: Composite Outlet Structure - 1 Return Event: 100 yearsSubsection: Individual Outlet Curves RATING TABLE FOR ONE OUTLET TYPE Structure ID = Culvert - 1 (Culvert-Circular) --------------------------------------- Mannings open channel maximum capacity: 11.53 ft³/s Upstream ID = (Pond Water Surface) Downstream ID = Tailwater (Pond Outfall) Computation Messages FULL FLOW...Lfull=47.18ft Vh=1.696ft HL=3.492ft Hev= .00ft FULL FLOW...Lfull=47.52ft Vh=1.934ft HL=3.995ft Hev= .00ft FULL FLOW...Lfull=47.74ft Vh=2.173ft HL=4.497ft Hev= .00ft FULL FLOW...Lfull=47.78ft Vh=2.414ft HL=4.997ft Hev= .00ft Page 43 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: Composite Outlet Structure - 1 Return Event: 100 yearsSubsection: Composite Rating Curve Composite Outflow Summary Convergence Error (ft) Tailwater Elevation (ft) Flow (ft³/s) Water Surface Elevation (ft) 0.00(N/A)0.0088.00 0.00(N/A)0.8988.50 0.00(N/A)3.2389.00 0.00(N/A)6.4789.50 0.00(N/A)9.7990.00 0.00(N/A)12.0590.50 0.00(N/A)13.9491.00 0.00(N/A)15.6191.50 0.00(N/A)17.1092.00 0.00(N/A)18.4692.50 0.00(N/A)19.7293.00 0.00(N/A)20.9093.50 0.00(N/A)22.0294.00 Contributing Structures None Contributing Culvert - 1 Culvert - 1 Culvert - 1 Culvert - 1 Culvert - 1 Culvert - 1 Culvert - 1 Culvert - 1 Culvert - 1 Culvert - 1 Culvert - 1 Culvert - 1 Page 44 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: PO-1 (OUT) Return Event: 100 yearsSubsection: Pond Routed Hydrograph (total out) ft³/s21.28Peak Discharge hours12.600Time to Peak ac-ft6.184Hydrograph Volume HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (hours) 0.000.000.000.000.006.950 0.020.010.010.010.017.200 0.030.030.030.020.027.450 0.060.050.050.040.047.700 0.090.090.080.070.077.950 0.140.130.120.110.108.200 0.190.180.170.160.158.450 0.260.250.230.220.218.700 0.350.330.310.300.288.950 0.450.430.410.390.379.200 0.570.540.520.490.479.450 0.700.670.640.620.599.700 0.850.820.790.760.739.950 1.221.141.050.970.8910.200 1.661.571.481.391.3110.450 2.122.031.931.841.7510.700 2.632.522.422.322.2210.950 3.303.132.992.862.7411.200 4.604.273.993.753.5211.450 8.287.186.295.575.0211.700 15.4513.8612.2910.829.6311.950 20.3719.8419.1118.1516.9212.200 21.2721.2821.2021.0420.7712.450 20.5920.7820.9621.1021.2112.700 19.4219.6919.9320.1520.3812.950 18.0418.3418.6218.8919.1613.200 16.5416.8617.1717.4617.7513.450 14.9615.2915.6315.9316.2313.700 13.3013.6514.0014.3114.6313.950 11.6312.0012.3212.6312.9614.200 9.9910.2910.6010.9311.2714.450 8.178.518.879.259.6714.700 6.817.047.307.577.8614.950 5.805.986.176.376.5815.200 5.045.175.325.475.6315.450 4.444.554.664.784.9115.700 3.944.034.124.224.3315.950 3.543.613.683.773.8516.200 3.223.283.343.403.4716.450 Page 45 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Scenario: Post- 100 YEAR Storm Event: 100 YEARLabel: PO-1 (OUT) Return Event: 100 yearsSubsection: Pond Routed Hydrograph (total out) HYDROGRAPH ORDINATES (ft³/s) Output Time Increment = 0.050 hours Time on left represents time for first value in each row. Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Flow (ft³/s) Time (hours) 3.023.063.103.143.1816.700 2.842.872.912.952.9816.950 2.672.702.742.772.8017.200 2.512.542.572.612.6417.450 2.362.392.422.452.4817.700 2.212.242.272.302.3317.950 2.082.112.132.162.1918.200 1.971.992.012.032.0618.450 1.881.901.911.931.9518.700 1.811.821.841.851.8618.950 1.741.751.771.781.8019.200 1.681.691.701.711.7319.450 1.631.641.651.661.6719.700 1.581.591.601.611.6219.950 1.541.551.551.561.5720.200 1.491.501.511.521.5320.450 1.451.461.471.481.4920.700 1.411.421.431.431.4420.950 1.381.391.401.401.4121.200 1.351.361.361.371.3821.450 1.321.331.331.341.3421.700 1.291.301.301.311.3221.950 1.251.261.271.271.2822.200 1.221.231.241.241.2522.450 1.191.201.201.211.2222.700 1.161.171.171.181.1922.950 1.131.131.141.151.1523.200 1.101.111.111.121.1223.450 1.071.081.081.091.0923.700 (N/A)(N/A)(N/A)1.061.0623.950 Page 46 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc Index Type III - Fairhope 2020 (Time-Depth Curve, 100 years (Pre- 100 YEAR))...8, 9 Type III - Fairhope 2020 (Time-Depth Curve, 100 years (Post- 100 YEAR))...6, 7 T PRE_SOUTH (Unit Hydrograph Summary, 100 years (Pre- 100 YEAR))...37, 38 PRE_SOUTH (Time of Concentration Calculations, 100 years (Pre- 100 YEAR))...22, 23 PRE_NORTH (Unit Hydrograph Summary, 100 years (Pre- 100 YEAR))...35, 36 PRE_NORTH (Time of Concentration Calculations, 100 years (Pre- 100 YEAR))...20, 21 PRE_EAST (Unit Hydrograph Summary, 100 years (Pre- 100 YEAR))...33, 34 PRE_EAST (Time of Concentration Calculations, 100 years (Pre- 100 YEAR))...18, 19 POST_TO POND (Unit Hydrograph Summary, 100 years (Post- 100 YEAR))...31, 32 POST_TO POND (Time of Concentration Calculations, 100 years (Post- 100 YEAR))...16, 17 POST_DIRECT_SOUTH (Unit Hydrograph Summary, 100 years (Post- 100 YEAR))...29, 30 POST_DIRECT_SOUTH (Time of Concentration Calculations, 100 years (Post- 100 YEAR))...14, 15 POST_DIRECT_NORTH (Unit Hydrograph Summary, 100 years (Post- 100 YEAR))...27, 28 POST_DIRECT_NORTH (Time of Concentration Calculations, 100 years (Post- 100 YEAR))...12, 13 POST_DIRECT_NORTH (Runoff CN-Area, 100 years (Post- 100 YEAR))...24 POST_DIRECT_EAST (Unit Hydrograph Summary, 100 years (Post- 100 YEAR))...25, 26 POST_DIRECT_EAST (Time of Concentration Calculations, 100 years (Post- 100 YEAR))...10, 11 PO-1 (OUT) (Pond Routed Hydrograph (total out), 100 years (Post- 100 YEAR))...45, 46 P Master Network Summary...2, 3, 4, 5 M Composite Outlet Structure - 1 (Outlet Input Data, 100 years (Post- 100 YEAR))...39, 40, 41 Composite Outlet Structure - 1 (Individual Outlet Curves, 100 years (Post- 100 YEAR))...42, 43 Composite Outlet Structure - 1 (Composite Rating Curve, 100 years (Post- 100 YEAR))...44 C Page 47 of 4727 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 10/25/2020 Bentley PondPack CONNECT Edition [10.00.00.02] Bentley Systems, Inc. Haestad Methods Solution CenterVERANDAS_SCS_PHASE 1 ONLY.ppc 9 APPENDIX D STORMCAD RESULTS t Dewberr • Label Elevation (Ground) (ft) Elevation (Invert) (ft) Length (ft) Hydraulic Grade Line (Out) (ft) A 94.83 91.83 4.00 93.14 B 94.83 91.66 4.00 92.98 C 93.11 89.11 4.00 91.87 D 95.57 88.30 4.00 89.61 E 107.74 104.74 4.00 105.75 F 106.34 103.76 4.00 105.76 G 109.22 101.77 4.00 102.90 H 100.30 92.00 4.00 93.33 102.90 93.33 Hydraulic Grade Line (In) (ft) 93.14 92.98 91.87 89.61 105.75 105.76 Flow (Captured) (cfs) 7.72 4.55 0.00 0.00 3.09 5.80 0.00 5.01 4.00 4.00 4.00 Width (ft) 4.00 4.00 4.00 4.00 4.00 109.22 100.30 THE ESTATES AT THE VERANDAS - CATCH BASINS Elevation (Rim) (ft) 94.83 94.83 93.11 95.57 107.74 106.34 Label Invert (Start) (ft) Invert (Stop) (ft) Length (User Defined) (ft) Velocity (ft/s) Depth (Out) (ft) Flow (cfs) 1 91.66 91.83 34.0 4.77 1.32 7.72 2 91.66 89.11 56.0 12.95 2.76 12.17 3 88.30 89.11 162.0 6.86 1.32 12.11 4 88.30 79.00 247.0 11.96 0.82 11.80 5 104.74 103.76 38.0 7.27 2.00 3.09 6 103.76 101.77 398.0 4.93 1.14 8.71 7 101.77 92.00 227.0 11.56 1.33 8.49 8 92.00 91.00 47.0 9.65 1.06 12.40 18.0 18.0 THE ESTATE AT THE VERANDAS - CONDUIT TABLE Diameter (in) 18.0 18.0 18.0 18.0 18.0 18.0 10 APPENDIX E LID STANDARDS & DEFINITIONS t Dewberr • LOW IMPACT DEVELOPMENT (LID) STANDARDS: 1. DETENTION BASINS/DRY PONDS: a. Definition: A detention basin, also called a dry pond, is used to manage storm water runoff to prevent flooding and downstream erosion, and improve water quality in an adjacent river, stream, lake or bay. It is an artificial pond with vegetation around the perimeter and bottom. Dry ponds are often landscaped with a variety of grasses, shrubs, and/or wetland plants to provide bank stability and aesthetic benefits. b. Design of detention basins: Storm water is typically channeled to a detention basin through a system of street flow and/or parking lot storm drawing and a network of drain channels or underground pipes. The basins are designed to allow relatively large flows of water to enter, but discharges to receiving waters are limited by outlet structures that function only during very large storm events. c. Maintenance: Maintenance of dry ponds to include: i. During first growing season, vegetation should be inspected every 2-3 weeks. ii. Pond drain to be inspected and tested 4 times per year. iii. Weeding and mowing around pond, as required. iv. Replanting grass, as required. v. Sediment removal, as required. 2. GRASS SWALES: a. Definition: A water quality swale is a shallow, open-channel stabilized with grass or other vegetation design to filter pollutants and convey storm water. Swales are applicable along roadsides, in parking lots, residential subdivisions, commercial developments, and are well suited to single-family residential and campus-type developments. Grass swales are quite similar to a conventional drainage ditch, with the major differences being flatter side slopes and longitudinal slopes, and a slower design velocity for water quality treatment of small storm events. Grass Swales are storm water runoff conveyance systems that provide a less expensive alternative to storm sewers. They can absorb low flows or carry runoff from heavy rains to storm sewer inlets or directly to surface waters. Grass swales improve water quality by infiltration the first flush of storm water runoff and filtering the large storm flows they convey. b. Design of grass swales: Swales are recommended for drainage areas of 5 acres of less and should capture runoff from approximately 10-20% of the contributing impervious surface area. The longitudinal slope shall not exceed 5%. For best results, enhance and utilize existing natural drainage swales whenever possible. The thicker and heavier the grasses, the better the swale can filter out contaminants. Subgrade drains and amended soils may be needed to facilitate infiltration. A parabolic or trapezoidal shape is recommended with side slopes no steeper than 3:1. Avoid soil compaction during installation. The performance of grass swales will vary depending on the underlying soil permeability. Their runoff reduction performance can be boosted when compost amendments are added to the bottom of the swale. Individual grass swales cannot treat a very large drainage area. c. Maintenance: i. Inspect site following rainfall events. ii. Mow grass and weeds in swale to maintain appearance. iii. Sediment removal by hand using a flat shovel and metal rake. iv. Remove accumulated trash and debris. 3. GRASS BUFFERS/GRASS FILTER STRIPS: a. Definition: Grass buffers are small areas of striped of land in permanent vegetation, designed to intercept pollutants and manage other environmental concerns. It typically receives sheet flow of storm water runoff from a nearby impervious surface or level spreader in order to reduce peak discharge rates. Strategically placed buffers can effectively mitigate the movement of sediment, slow water run-off, trap sediments, and enhance infiltration within the buffer. If installed properly and maintained, buffers have the capacity to: remove up to 50% or more of nutrients and pesticides, remove up to 60% or more of certain pathogens, & remove up to 75% or more of sediment. b. Design of grass buffers/filter strips: Grass buffers/filter strips are typically graded to have a consistent and uniform slope. Buffers are typically planted with turf grass. Slopes less than 2% may result in standing water. Slopes shall not exceed 6% because it does not allow for adequate treatment in buffers. Preferred slope ranges from 2-6%. A minimum width of 25’ is recommended for grassed filter strips with level spreaders or drainage ponds. A minimum of 100’ buffer width is recommended for stream protection; however, some areas of Alabama recommend smaller widths. Turf reinforced matting is recommended if velocities are greater than 4 fps. No more than 10 fps should be directed into a grass buffer. c. Maintenance: i. Inspect site following rainfall events. ii. Mow grass during growing season, as required. iii. Seed or sod eroded areas, as required. iv. Remove accumulated trash and debris, as required. 4. LEVEL SPREADER: a. Definition: Level spreaders are devices that create diffuse or sheet flow that is evenly distribute or dispersed to decrease flow velocity and discourage erosive forces associated with concentrated flows. Most commonly, level spreaders are paired with grass filter strips, riparian buffers, or a combination of the two to provide pollutant removal. The primary purpose of a level spreader is to disconnect impervious surfaces by creating non- erosive storm water connectivity with grassed filter strips. Level spreaders are intended to capture runoff in small watersheds. b. Design of level spreader: No more than 10 fps should be directed into a level spreader. Turf reinforced matting is recommended if velocities are greater than 4fps. The design layout of the level spreader is specific to the site. The level spreader/grassed filter strip system consist of four primary components: fore bay, channel, level spreader lip, and the grassed filter strip. The level spreader should be cast in place using industry standard for concrete, and constructed on undisturbed soil whenever possible. Vegetation for the level spreader channel should be a dense coverage to be effective. c. Maintenance: Maintenance for the level spreader include the following: i. Sediment removal. ii. Erosion inspection. iii. Plant maintenance. iv. Turf maintenance. v. Plant removal on level spreader. Gulf Coast Traffic and Development Services, LLC P.O. Box 8332 Mobile, AL 36689 October 6, 2020 Mr. Jason Estes, P.E. Dewberry Engineers, Inc. 25353 Friendship Road Daphne, AL 36526 RE: Summary Turn Lane Warrant Analysis for The Estates at The Verandas in Fairhope, Alabama BACKGROUND The Estates at The Verandas (“The Estates”) is a large‐lot subdivision planned off Alabama State Route 104 (AL‐104) in Fairhope, Alabama. In October 2016, GCTDS, LLC performed a complete traffic impact study which contemplated the development of 203 single‐family lots and several small commercial lots. Since that time, the “Eastern phase” of The Verandas containing 77 single‐family lots has been completed; now, the developer intends to modify the development plan for the “Western phase” from 126 small‐ sized lots and two access points along AL‐104 to 49 estate‐sized (3+ acre) lots and a single access point along AL‐104. Due to the time that has passed and associated growth along AL‐104 in the past several years, the Alabama Department of Transportation (ALDOT) has requested a turn lane analysis to determine if any turn lanes are warranted at the access point along AL‐104. PROPOSED DEVELOPMENT The Estates includes 49 single‐family lots with a single access point along AL‐104, and no provision for future connectivity to the “Eastern phase” of The Verandas or any other external access road. The conceptual site plan for The Estates can be found in the Appendix. EXISTING TRAFFIC COUNTS AND PATTERNS Twenty‐four hour traffic count data for speed, volume, and classification was collected at the proposed access point along AL‐104 by Quality Counts, LLC on September 30‐October 1, 2020 to determine existing traffic patterns within the immediate area. Existing traffic counts can be found in the Appendix. Based upon the counts obtained, the A.M. peak hour occurs from 7:00 – 8:00 A.M. and the P.M. peak hour occurs from 4:45 – 5:45 P.M. It should be noted that the actual P.M. peak hour in the 3:15 – 4:15 P.M. hour, which corresponds to the time that St. Michael Catholic High School is released. However, for the purpose of total peak hours along AL‐104, the times mentioned above are reflective of normal day‐to‐day patterns. It was also determined that the 85th percentile speed during the count in both the eastbound and westbound directions is 54 mph. By comparison, speeds are down from 2016 but it should be noted that traffic along AL‐104 has increased by over 22% since 2016. Gulf Coast Traffic and Development Services, LLC P.O. Box 8332 Mobile, AL 36689 PROJECTED TRAFFIC PATTERNS AND VOLUMES Using Trip Gen 2014, which calculates estimated trips based upon the Trip Generation Manual, 9th Edition, published by the Institute of Transportation Engineers, estimated trips for The Estates were generated using land use 210: Single‐Family Detached Housing, as this is the land use that most closely resembles the type of development proposed at The Estates. The trip generation results are shown in the Appendix. It was also assumed that build out of The Estates will take two years. Existing traffic counts along AL‐104 were projected forward at a growth rate of 5% per year for the projected analysis, based upon the growth experienced from 2016 to 2020. Using the assumptions above, it is estimated that The Estates will add a total of 37 and 49 total trips to AL‐104, with an estimated 9 A.M. entering peak hour trips and 31 P.M. peak hour entering trips. Using assumptions from The Verandas TIS, it was assumed that the entering and exiting splits would be the same as those for Phase One of The Verandas, as follows: In the A.M. peak hour, 63% of entering traffic originates from the west, while 37% originates from the east. In the P.M. peak hour, 58% of entering traffic originates from the west while 42% originates from the east. Applying these split percentages to the estimated number of new entering trips generated by The Estates, a total of 6 A.M. and 18 P.M. entering trips would be from the eastbound direction, while a total of 3 A.M. and 13 P.M. entering trips would be from the westbound direction. These values were added to the two‐ year future projected AL‐104 traffic for the future warrant analysis. Based upon turn lane analysis using procedures outlined in the National Cooperative Highway Research Program’s (NCHRP) Report 457: Evaluating Intersection Improvements: An Engineering Study Guide, it was determined that a left turn lane is not warranted in either of the future peak hour conditions, but a right turn lane is warranted in the P.M. peak hour. It is noted that the warrant analysis indicates the need for the right turn lane in the P.M. peak hour is one (1) vehicle above the warranting threshold. Further, it is noted that the total number of right turns in the P.M. peak hour is 18, which is less than the threshold of 20 for requiring a right turn lane pursuant to Appendix D of the ALDOT Access Management Manual. The warrant analysis worksheets can be found in the Appendix. CONCLUSIONS/SUMMARY Based on the foregoing narrative and analyses, a westbound left turn lane is not warranted in either of the analysis scenarios, while an eastbound right turn lane is warranted in the P.M. peak hour. Again, it is noted that the expected P.M. peak hour volume is less than 20 vehicles per hour, and the need for the warrant is controlled more so by the total volume and 85th percentile speeds along AL‐104. In the event that the total number of lots is reduced by 10% (to 45), and keeping all other assumptions the same, the number of expected right turns would fall below the required threshold to warrant a right turn lane. While it is ultimately up to the developer as to how many total lots will be created, the developer indicates that the concept of the estate‐sized lots is to encourage on‐premises keeping of large animals such as horses and/or livestock, which may lead to multiple lot purchases for a single family, ultimately reducing the total number of single‐family homes and traffic generated by the subdivision. Gulf Coast Traffic and Development Services, LLC P.O. Box 8332 Mobile, AL 36689 A secondary factor to consider when determining the need for any turn lane(s) at a side street access is available sight distance. The location of The Estates access point along AL‐104 is in a perfectly straight section of roadway, with minimal vertical curvature and stopping sight distance that appears to be well in excess of that required for the observed speeds along the route. While the requirement for the right turn lane ultimately resides with the permitting agency, it is GCTDS’ opinion that the practical need for the right turn lane is not met in this scenario. Should you have any questions or need additional information, please feel free to let me know. Sincerely, Kenneth Nichols, P.E. Gulf Coast Traffic and Development Services, LLC w/attachments – Appendix Summary Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 12:00 AM 12:15 AM 12:30 AM 12:45 AM 01:00 AM 01:15 AM 01:30 AM 01:45 AM 02:00 AM 02:15 AM 02:30 AM 02:45 AM 03:00 AM 03:15 AM 03:30 AM 03:45 AM 04:00 AM 04:15 AM 04:30 AM 04:45 AM 05:00 AM 05:15 AM 05:30 AM 05:45 AM Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 06:00 AM 06:15 AM 06:30 AM 06:45 AM 07:00 AM 07:15 AM 07:30 AM 07:45 AM 08:00 AM 08:15 AM 08:30 AM 08:45 AM 09:00 AM 09:15 AM 09:30 AM 09:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 12:00 PM 12:15 PM 12:30 PM 12:45 PM 01:00 PM 2 0 2 0 0 2 3 22 21 10 1 0 00 0 63 46-55 43 01:15 PM 1 0 0 0 0 7 12 16 16 6 1 0 0 0 59 46-55 32 01:30 PM 2 0 0 0 0 3 10 30 33 8 1 1 0 0 88 46-55 63 01:45 PM 3 0 0 0 0 0 10 27 20 8 0 0 0 0 68 46-55 47 02:00 PM 6 0 0 0 0 0 18 20 24 7 1 0 0 0 76 46-55 44 02:15 PM 1 0 0 0 0 6 18 20 13 4 1 0 0 0 63 41-50 38 02:30 PM 2 0 0 0 1 5 11 28 18 6 44 0 0 0 75 46-55 46 02:45 PM 5 1 1 0 0 1 24 33 30 15 0 0 0 0 110 46-55 63 03:00 PM 3 0 0 0 0 7 13 35 31 6 0 0 0 0 95 46-55 66 03:15 PM 5 0 2 0 2 10 24 18 25 8 0 0 0 0 94 46-55 43 03:30 PM 99 0 1 0 1 9 4949 19 14 2 0 0 0 0 104 41-50 68 03:45 PM 5 0 2 0 3 1717 41 18 14 7 1 0 0 0 108 41-50 59 04:00 PM 3 0 0 0 0 5 14 39 22 4 1 0 0 0 88 46-55 61 04:15 PM 6 0 1 0 77 8 17 34 25 17 0 0 0 0 115 46-55 59 04:30 PM 2 0 0 0 0 3 19 24 27 9 1 0 0 0 85 46-55 51 04:45 PM 4 0 0 33 4 2 24 35 30 12 3 1 0 0 118 46-55 65 05:00 PM 6 0 1 0 0 5 22 40 34 11 0 0 0 0 119119 46-55 74 05:15 PM 1 0 0 0 0 0 16 4242 3636 1919 1 0 0 0 115 46-55 78 05:30 PM 4 0 0 0 0 6 30 34 23 14 3 1 0 0 115 41-50 64 05:45 PM 3 1 0 2 2 3 13 35 31 14 4 0 0 0 108 46-55 66 Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 06:00 PM 5 0 66 0 0 7 24 28 26 9 2 0 0 0 107 46-55 54 06:15 PM 6 1 2 0 0 4 21 29 9 5 0 0 0 0 77 41-50 50 06:30 PM 1 0 0 0 0 3 9 21 24 6 2 0 0 0 66 46-55 45 06:45 PM 0 0 0 0 0 2 15 20 23 6 3 1 0 0 70 46-55 43 07:00 PM 0 0 0 0 1 10 18 19 17 2 1 0 0 0 68 41-50 37 07:15 PM 2 0 0 0 0 1 15 24 14 6 2 0 0 0 64 41-50 39 07:30 PM 1 1 0 0 0 5 9 15 21 3 0 0 0 11 56 46-55 36 07:45 PM 0 22 0 0 0 0 8 13 11 3 0 0 0 0 37 46-55 24 08:00 PM 1 1 2 0 0 2 13 13 12 2 0 0 0 0 46 41-50 26 08:15 PM 0 2 1 0 2 4 5 22 13 2 1 0 0 0 52 46-55 35 08:30 PM 0 0 0 0 0 0 9 16 13 4 1 0 0 0 43 46-55 29 08:45 PM 0 0 1 0 1 1 4 12 8 3 2 0 0 0 32 46-55 20 09:00 PM 0 0 0 0 0 1 5 4 14 1 1 0 0 0 26 46-55 18 09:15 PM 0 0 0 0 0 3 2 8 13 4 1 0 0 0 31 46-55 21 09:30 PM 0 0 0 0 0 0 2 4 9 3 1 0 0 0 19 46-55 13 09:45 PM 0 0 1 0 0 0 0 3 5 3 0 0 0 0 12 46-55 8 10:00 PM 0 0 0 0 0 0 0 3 6 1 0 0 0 0 10 46-55 9 10:15 PM 0 0 0 0 0 0 3 4 5 0 2 0 0 0 14 46-55 9 10:30 PM 0 0 0 0 0 0 0 0 8 6 1 22 0 0 17 51-60 14 10:45 PM 0 0 0 0 0 0 1 9 2 2 1 0 0 0 15 46-55 11 11:00 PM 0 0 0 0 0 0 0 1 2 2 0 0 0 0 5 51-60 4 11:15 PM 0 0 0 0 0 0 0 0 2 1 0 0 0 0 3 51-60 3 11:30 PM 0 0 0 0 0 0 0 0 4 1 1 0 0 0 6 51-60 5 11:45 PM 0 0 0 0 0 0 1 0 2 0 0 0 0 0 3 46-55 2 Day TotalDay Total PercentPercent 89 3.2% 9 0.3% 23 0.8% 5 0.2% 24 0.9% 142 5.2% 552 20.1% 837 30.5% 750 27.3% 262 9.5% 45 1.6% 6 0.2% 0 0% 1 0%2745 46-55 1587 AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol 3:30 PM 9 7:45 PM 2 6:00 PM 6 4:45 PM 3 4:15 PM 7 3:45 PM 17 3:30 PM 49 5:15 PM 42 5:15 PM 36 5:15 PM 19 2:30 PM 4 10:30 PM 2 1:00 PM 0 7:30 PM 1 5:00 PM 119 Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) -------•---- Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 12:00 AM 0 0 0 0 0 0 1 1 0 1 1 0 0 0 4 41-50 2 12:15 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 51-60 1 12:30 AM 0 0 0 0 0 0 1 1 2 2 0 0 0 0 6 51-60 4 12:45 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 22 6 51-60 4 01:00 AM 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 46-55 2 01:15 AM 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 46-55 2 01:30 AM 0 0 0 0 0 1 0 0 1 1 0 0 0 0 3 51-60 2 01:45 AM 0 0 0 0 0 0 0 1 3 0 0 0 0 0 4 46-55 4 02:00 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 41-50 2 02:15 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 51-60 1 02:30 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 46-55 1 02:45 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 51-60 1 03:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 41-50 1 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-10 0 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-10 0 03:45 AM 0 0 0 0 0 0 0 1 2 0 2 0 0 0 5 46-55 3 04:00 AM 0 0 0 0 0 0 0 2 3 0 0 0 0 0 5 46-55 5 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-10 0 04:30 AM 0 0 0 0 0 0 0 0 0 3 2 0 0 0 5 56-65 5 04:45 AM 0 0 0 0 0 0 0 1 2 3 0 0 0 0 6 51-60 5 05:00 AM 0 0 0 0 0 0 0 2 2 0 0 0 0 0 4 46-55 4 05:15 AM 0 0 0 0 0 0 0 2 1 1 0 1 0 0 5 46-55 3 05:30 AM 0 0 0 0 1 0 2 2 4 4 1 0 0 0 14 51-60 8 05:45 AM 0 0 0 0 0 0 0 4 10 4 1 0 0 0 19 50-59 14 Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 06:00 AM 0 0 0 0 0 0 0 10 8 6 3 0 0 0 27 46-55 18 06:15 AM 1 0 0 0 0 0 2 6 16 7 3 0 0 0 35 51-60 23 06:30 AM 0 0 0 0 0 0 3 22 14 12 0 0 0 0 51 46-55 36 06:45 AM 2 0 0 0 0 5 2 21 16 7 1 0 0 0 54 46-55 37 07:00 AM 6 0 0 0 0 1 7 22 28 6 3 0 0 0 73 46-55 50 07:15 AM 2 22 0 0 0 1 19 31 4040 10 2 0 0 0 107 46-55 71 07:30 AM 5 0 0 0 3 9 24 4848 40 1818 2 22 0 0 151151 46-55 88 07:45 AM 1313 0 1 22 66 1616 4141 24 7 2 0 1 0 0 113 41-50 65 08:00 AM 4 0 22 1 5 11 18 16 14 2 0 0 0 0 73 41-50 34 08:15 AM 2 0 0 0 0 1 8 27 13 11 0 0 0 1 63 46-55 40 08:30 AM 4 0 0 2 2 3 8 20 17 6 2 1 0 0 65 46-55 37 08:45 AM 2 0 0 0 0 3 6 17 14 11 0 0 0 0 53 46-55 31 09:00 AM 0 0 0 0 1 1 2 16 25 7 1 1 0 0 54 46-55 41 09:15 AM 7 0 0 0 1 7 15 20 16 5 2 1 0 0 74 46-55 36 09:30 AM 1 1 1 1 4 8 5 28 15 5 1 0 0 0 70 46-55 43 09:45 AM 2 0 0 0 0 5 8 25 20 6 2 0 0 0 68 46-55 45 10:00 AM 1 0 1 0 1 6 18 18 14 8 44 0 0 0 71 41-50 36 10:15 AM 1 1 0 0 0 1 10 18 24 12 3 0 11 0 71 46-55 42 10:30 AM 2 0 0 0 0 3 16 18 24 6 0 0 0 0 69 46-55 42 10:45 AM 1 0 0 0 1 8 21 15 21 9 1 0 0 0 77 41-50 36 11:00 AM 0 0 0 0 0 0 9 17 22 7 2 0 0 0 57 46-55 39 11:15 AM 2 0 0 0 0 0 6 24 19 15 1 0 0 0 67 46-55 43 11:30 AM 3 0 0 0 0 0 13 22 30 5 2 0 0 0 75 46-55 52 11:45 AM 3 1 0 0 0 1 13 19 20 8 0 1 0 0 66 46-55 39 Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 12:00 PM 0 0 0 0 0 0 10 3333 23 8 0 0 0 0 74 46-55 56 12:15 PM 22 0 0 0 0 3 17 30 25 1010 0 0 0 0 87 46-55 55 12:30 PM 0 22 0 0 0 3 2222 18 26 5 11 0 0 0 77 46-55 44 12:45 PM 1 0 0 0 0 88 22 30 3232 9 0 0 0 0 102102 46-55 62 01:00 PM 01:15 PM 01:30 PM 01:45 PM 02:00 PM 02:15 PM 02:30 PM 02:45 PM 03:00 PM 03:15 PM 03:30 PM 03:45 PM 04:00 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 06:00 PM 06:15 PM 06:30 PM 06:45 PM 07:00 PM 07:15 PM 07:30 PM 07:45 PM 08:00 PM 08:15 PM 08:30 PM 08:45 PM 09:00 PM 09:15 PM 09:30 PM 09:45 PM 10:00 PM 10:15 PM 10:30 PM 10:45 PM 11:00 PM 11:15 PM 11:30 PM 11:45 PM Day TotalDay Total PercentPercent 67 3.2% 7 0.3% 5 0.2% 6 0.3% 25 1.2% 105 5% 349 16.5% 636 30% 619 29.2% 247 11.6% 43 2% 8 0.4% 1 0% 3 0.1%2121 46-55 1255 AM Peak AM Peak 15-min Vol15-min Vol 7:45 AM 13 7:15 AM 2 8:00 AM 2 7:45 AM 2 7:45 AM 6 7:45 AM 16 7:45 AM 41 7:30 AM 48 7:15 AM 40 7:30 AM 18 10:00 AM 4 7:30 AM 2 10:15 AM 1 12:45 AM 2 7:30 AM 151 PM Peak PM Peak 15-min Vol15-min Vol 12:15 PM 2 12:30 PM 2 12:00 PM 0 12:00 PM 0 12:00 PM 0 12:45 PM 8 12:30 PM 22 12:00 PM 33 12:45 PM 32 12:15 PM 10 12:30 PM 1 12:00 PM 0 12:00 PM 0 12:00 PM 0 12:45 PM 102 Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) ---------------- Type of report: Tube Count - Speed Data SUMMARY - Tube Count - Speed DataSUMMARY - Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 - Oct 1 2020 Speed RangeSpeed Range 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed Number inNumber in PacePace1515202025253030353540404545505055556060656570707575999999 Grand TotalGrand Total PercentPercent 156 3.2% 16 0.3% 28 0.6% 11 0.2% 49 1% 247 5.1% 901 18.5% 1473 30.3% 1369 28.1% 509 10.5% 88 1.8% 14 0.3% 1 0% 4 0.1%4866 46-55 2842 CumulativeCumulative PercentPercent 3.2% 3.5% 4.1% 4.3% 5.3% 10.4% 28.9% 59.2% 87.3% 97.8% 99.6% 99.9% 99.9% 100% ADTADT 24332433 85th Percentile: 85th Percentile: 54 MPH Mean Speed(Average): Mean Speed(Average): 48 MPH Median: Median: 48 MPH Mode: Mode: 48 MPH Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) ----------------- Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 12:00 AM12:00 AM 12:15 AM12:15 AM 12:30 AM12:30 AM 12:45 AM12:45 AM 01:00 AM01:00 AM 01:15 AM01:15 AM 01:30 AM01:30 AM 01:45 AM01:45 AM 02:00 AM02:00 AM 02:15 AM02:15 AM 02:30 AM02:30 AM 02:45 AM02:45 AM 03:00 AM03:00 AM 03:15 AM03:15 AM 03:30 AM03:30 AM 03:45 AM03:45 AM 04:00 AM04:00 AM 04:15 AM04:15 AM 04:30 AM04:30 AM 04:45 AM04:45 AM 05:00 AM05:00 AM 05:15 AM05:15 AM 05:30 AM05:30 AM 05:45 AM05:45 AM Day TotalDay Total PercentPercent ADTADT 27452745 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 06:00 AM06:00 AM 06:15 AM06:15 AM 06:30 AM06:30 AM 06:45 AM06:45 AM 07:00 AM07:00 AM 07:15 AM07:15 AM 07:30 AM07:30 AM 07:45 AM07:45 AM 08:00 AM08:00 AM 08:15 AM08:15 AM 08:30 AM08:30 AM 08:45 AM08:45 AM 09:00 AM09:00 AM 09:15 AM09:15 AM 09:30 AM09:30 AM 09:45 AM09:45 AM 10:00 AM10:00 AM 10:15 AM10:15 AM 10:30 AM10:30 AM 10:45 AM10:45 AM 11:00 AM11:00 AM 11:15 AM11:15 AM 11:30 AM11:30 AM 11:45 AM11:45 AM Day TotalDay Total PercentPercent ADTADT 27452745 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 12:00 PM12:00 PM 12:15 PM12:15 PM 12:30 PM12:30 PM 12:45 PM12:45 PM 01:00 PM01:00 PM 0 29 24 0 6 1 11 0 0 00 00 00 00 2 63 01:15 PM01:15 PM 0 34 18 1 1 1 0 2 0 0 0 0 0 2 59 01:30 PM01:30 PM 1 48 28 0 7 1 1 0 0 0 0 0 0 2 88 01:45 PM01:45 PM 0 36 17 2 10 2 0 0 0 0 0 0 0 1 68 02:00 PM02:00 PM 1 44 13 0 7 0 1 4 0 0 0 0 0 66 76 02:15 PM02:15 PM 0 30 18 0 7 33 0 3 1 0 0 0 0 1 63 02:30 PM02:30 PM 0 39 22 1 8 0 0 3 0 0 0 0 0 2 75 02:45 PM02:45 PM 0 67 24 44 9 0 0 1 0 0 0 0 0 5 110 03:00 PM03:00 PM 0 53 27 2 8 2 0 0 0 0 0 0 0 3 95 03:15 PM03:15 PM 1 44 35 0 6 2 1 1 0 0 0 0 0 4 94 03:30 PM03:30 PM 33 48 32 2 10 1 0 2 0 0 0 0 0 6 104 03:45 PM03:45 PM 3 55 31 1 1212 0 0 1 22 0 0 0 0 3 108 04:00 PM04:00 PM 1 48 28 0 7 1 0 1 0 0 0 0 0 2 88 04:15 PM04:15 PM 1 67 33 0 6 1 0 1 0 0 0 0 0 6 115 04:30 PM04:30 PM 0 47 24 1 7 0 0 4 0 0 0 0 0 2 85 04:45 PM04:45 PM 0 60 4141 1 9 0 0 3 0 0 0 0 0 4 118 05:00 PM05:00 PM 0 68 31 0 8 0 0 55 1 0 0 0 0 6 119119 05:15 PM05:15 PM 1 69 32 0 10 1 0 1 0 0 0 0 0 1 115 05:30 PM05:30 PM 0 7373 27 0 8 0 0 3 0 0 0 0 0 4 115 05:45 PM05:45 PM 1 73 27 0 1 0 0 3 0 0 0 0 0 3 108 Day TotalDay Total PercentPercent ADTADT 27452745 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 06:00 PM06:00 PM 1 60 31 0 9 1 0 0 0 0 0 0 0 5 107 06:15 PM06:15 PM 1 43 19 0 8 0 0 1 0 0 0 0 0 5 77 06:30 PM06:30 PM 0 38 20 1 6 0 0 0 0 0 0 0 0 1 66 06:45 PM06:45 PM 0 37 20 0 12 0 0 1 0 0 0 0 0 0 70 07:00 PM07:00 PM 1 30 31 0 5 0 0 1 0 0 0 0 0 0 68 07:15 PM07:15 PM 1 30 21 0 9 0 0 1 0 0 0 0 0 2 64 07:30 PM07:30 PM 1 31 18 0 4 0 0 1 0 0 0 0 0 1 56 07:45 PM07:45 PM 0 24 13 0 0 0 0 0 0 0 0 0 0 0 37 08:00 PM08:00 PM 0 30 9 0 6 0 0 0 0 0 0 0 0 1 46 08:15 PM08:15 PM 1 40 8 0 3 0 0 0 0 0 0 0 0 0 52 08:30 PM08:30 PM 0 26 17 0 0 0 0 0 0 0 0 0 0 0 43 08:45 PM08:45 PM 1 22 9 0 0 0 0 0 0 0 0 0 0 0 32 09:00 PM09:00 PM 0 19 5 0 2 0 0 0 0 0 0 0 0 0 26 09:15 PM09:15 PM 0 22 7 0 2 0 0 0 0 0 0 0 0 0 31 09:30 PM09:30 PM 0 17 0 0 2 0 0 0 0 0 0 0 0 0 19 09:45 PM09:45 PM 0 8 3 0 1 0 0 0 0 0 0 0 0 0 12 10:00 PM10:00 PM 0 9 1 0 0 0 0 0 0 0 0 0 0 0 10 10:15 PM10:15 PM 0 12 2 0 0 0 0 0 0 0 0 0 0 0 14 10:30 PM10:30 PM 0 13 3 0 1 0 0 0 0 0 0 0 0 0 17 10:45 PM10:45 PM 0 12 3 0 0 0 0 0 0 0 0 0 0 0 15 11:00 PM11:00 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5 11:15 PM11:15 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 11:30 PM11:30 PM 0 3 2 0 1 0 0 0 0 0 0 0 0 0 6 11:45 PM11:45 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3 Day TotalDay Total PercentPercent 20 0.7% 1567 57.1% 776 28.3% 16 0.6% 218 7.9% 17 0.6% 4 0.1% 43 1.6% 4 0.1% 0 0% 0 0% 0 0% 0 0% 80 2.9%2745 ADTADT 27452745 AM Peak 15-min Vol PM Peak 15-min Vol 3:30 PM 3 5:30 PM 73 4:45 PM 41 2:45 PM 4 3:45 PM 12 2:15 PM 3 1:00 PM 1 5:00 PM 5 3:45 PM 2 1:00 PM 0 1:00 PM 0 1:00 PM 0 1:00 PM 0 2:00 PM 6 5:00 PM 119 Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 12:00 AM12:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 4 12:15 AM12:15 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 12:30 AM12:30 AM 0 4 1 0 1 0 0 0 0 0 0 0 0 0 6 12:45 AM12:45 AM 1 5 0 0 0 0 0 0 0 0 0 0 0 0 6 01:00 AM01:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 01:15 AM01:15 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 01:30 AM01:30 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3 01:45 AM01:45 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 0 4 02:00 AM02:00 AM 0 1 0 0 0 0 0 0 11 0 0 0 0 0 2 02:15 AM02:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 02:30 AM02:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 02:45 AM02:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 AM03:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 03:15 AM03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM03:45 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5 04:00 AM04:00 AM 0 2 1 0 2 0 0 0 0 0 0 0 0 0 5 04:15 AM04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM04:30 AM 0 2 1 0 1 0 0 1 0 0 0 0 0 0 5 04:45 AM04:45 AM 0 5 0 0 0 1 0 0 0 0 0 0 0 0 6 05:00 AM05:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 0 4 05:15 AM05:15 AM 0 3 1 0 0 0 0 0 1 0 0 0 0 0 5 05:30 AM05:30 AM 0 4 8 0 2 0 0 0 0 0 0 0 0 0 14 05:45 AM05:45 AM 0 8 7 0 3 0 0 0 1 0 0 0 0 0 19 Day TotalDay Total PercentPercent ADTADT 21212121 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 06:00 AM06:00 AM 1 12 8 0 6 0 0 0 0 0 0 0 0 0 27 06:15 AM06:15 AM 0 20 11 1 2 0 0 0 0 0 0 0 0 1 35 06:30 AM06:30 AM 0 28 12 0 9 1 0 1 0 0 0 0 0 0 51 06:45 AM06:45 AM 0 30 12 0 8 1 0 1 0 0 0 0 0 2 54 07:00 AM07:00 AM 0 42 16 1 7 1 0 0 0 0 0 0 0 6 73 07:15 AM07:15 AM 0 70 20 1 10 2 0 1 1 0 0 0 0 2 107 07:30 AM07:30 AM 2 100100 34 0 11 0 0 1 0 0 0 0 0 3 151151 07:45 AM07:45 AM 4 54 21 1 1515 44 1 3 1 0 0 0 0 99 113 08:00 AM08:00 AM 1 28 25 1 9 0 3 2 0 0 0 0 0 4 73 08:15 AM08:15 AM 1 33 18 0 6 1 0 2 0 0 0 0 0 2 63 08:30 AM08:30 AM 0 27 17 1 10 1 3 2 0 11 0 0 0 3 65 08:45 AM08:45 AM 0 24 15 1 4 1 3 3 0 0 0 0 0 2 53 09:00 AM09:00 AM 0 19 23 1 9 1 0 1 0 0 0 0 0 0 54 09:15 AM09:15 AM 55 23 19 22 12 0 4 4 0 0 0 0 0 5 74 09:30 AM09:30 AM 1 25 3535 0 7 0 0 1 0 0 0 0 0 1 70 09:45 AM09:45 AM 0 33 15 1 9 1 55 1 1 0 0 0 0 2 68 10:00 AM10:00 AM 0 44 13 0 9 1 1 2 0 0 0 0 0 1 71 10:15 AM10:15 AM 0 33 19 2 13 0 2 1 0 0 0 0 0 1 71 10:30 AM10:30 AM 0 28 24 0 7 1 5 1 1 0 0 0 0 2 69 10:45 AM10:45 AM 0 35 19 0 14 0 1 77 0 0 0 0 0 1 77 11:00 AM11:00 AM 0 33 14 0 8 1 0 1 0 0 0 0 0 0 57 11:15 AM11:15 AM 0 36 17 0 9 1 1 1 0 0 0 0 0 2 67 11:30 AM11:30 AM 0 35 17 1 15 2 2 0 0 0 0 0 0 3 75 11:45 AM11:45 AM 0 31 22 0 7 1 1 0 1 0 0 0 0 3 66 Day TotalDay Total PercentPercent ADTADT 21212121 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 12:00 PM12:00 PM 0 33 27 0 7 1 2 3 1 0 0 0 0 0 74 12:15 PM12:15 PM 1 38 33 0 7 1 0 55 0 0 0 0 0 22 87 12:30 PM12:30 PM 0 38 23 11 88 1 2 2 22 0 0 0 0 0 77 12:45 PM12:45 PM 22 4646 3535 1 7 22 44 4 0 0 0 0 0 1 102102 01:00 PM01:00 PM 01:15 PM01:15 PM 01:30 PM01:30 PM 01:45 PM01:45 PM 02:00 PM02:00 PM 02:15 PM02:15 PM 02:30 PM02:30 PM 02:45 PM02:45 PM 03:00 PM03:00 PM 03:15 PM03:15 PM 03:30 PM03:30 PM 03:45 PM03:45 PM 04:00 PM04:00 PM 04:15 PM04:15 PM 04:30 PM04:30 PM 04:45 PM04:45 PM 05:00 PM05:00 PM 05:15 PM05:15 PM 05:30 PM05:30 PM 05:45 PM05:45 PM Day TotalDay Total PercentPercent ADTADT 21212121 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 06:00 PM06:00 PM 06:15 PM06:15 PM 06:30 PM06:30 PM 06:45 PM06:45 PM 07:00 PM07:00 PM 07:15 PM07:15 PM 07:30 PM07:30 PM 07:45 PM07:45 PM 08:00 PM08:00 PM 08:15 PM08:15 PM 08:30 PM08:30 PM 08:45 PM08:45 PM 09:00 PM09:00 PM 09:15 PM09:15 PM 09:30 PM09:30 PM 09:45 PM09:45 PM 10:00 PM10:00 PM 10:15 PM10:15 PM 10:30 PM10:30 PM 10:45 PM10:45 PM 11:00 PM11:00 PM 11:15 PM11:15 PM 11:30 PM11:30 PM 11:45 PM11:45 PM Day TotalDay Total PercentPercent 19 0.9% 1048 49.4% 592 27.9% 16 0.8% 258 12.2% 27 1.3% 40 1.9% 51 2.4% 11 0.5% 1 0% 0 0% 0 0% 0 0% 58 2.7%2121 ADTADT 21212121 AM Peak 15-min Vol 9:15 AM 5 7:30 AM 100 9:30 AM 35 9:15 AM 2 7:45 AM 15 7:45 AM 4 9:45 AM 5 10:45 AM 7 2:00 AM 1 8:30 AM 1 12:00 AM 0 12:00 AM 0 12:00 AM 0 7:45 AM 9 7:30 AM 151 PM Peak 15-min Vol 12:45 PM 2 12:45 PM 46 12:45 PM 35 12:30 PM 1 12:30 PM 8 12:45 PM 2 12:45 PM 4 12:15 PM 5 12:30 PM 2 12:00 PM 0 12:00 PM 0 12:00 PM 0 12:00 PM 0 12:15 PM 2 12:45 PM 102 Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) ----------- Type of report: Tube Count - Vehicle Classification Data SUMMARY - Tube Count - Vehicle Classification DataSUMMARY - Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal Grand TotalGrand Total PercentPercent 39 0.8% 2615 53.7% 1368 28.1% 32 0.7% 476 9.8% 44 0.9% 44 0.9% 94 1.9% 15 0.3% 1 0% 0 0% 0 0% 0 0% 138 2.8%4866 ADTADT 24332433 Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) --------==------------- 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 - Oct 1 2020 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday 15-min Traffic15-min Traffic SatSat SunSun Average Week Average Week 15-min Traffic15-min Traffic Average Week ProfileAverage Week Profile30 Sep 20 1 Oct 20 12:00 AM 4 4 4 12:15 AM 1 1 1 12:30 AM 6 6 6 12:45 AM 6 6 6 01:00 AM 2 2 2 01:15 AM 2 2 2 01:30 AM 3 3 3 01:45 AM 4 4 4 02:00 AM 2 2 2 02:15 AM 1 1 1 02:30 AM 1 1 1 02:45 AM 1 1 1 03:00 AM 1 1 1 03:15 AM 0 0 0 03:30 AM 0 0 0 03:45 AM 5 5 5 04:00 AM 5 5 5 04:15 AM 0 0 0 04:30 AM 5 5 5 04:45 AM 6 6 6 05:00 AM 4 4 4 05:15 AM 5 5 5 05:30 AM 14 14 14 05:45 AM 19 19 19 Day TotalDay Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 48 I I I I I I I I I I I I I I I I I I I ■ - Type of report: Tube Count - Volume Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 - Oct 1 2020 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday 15-min Traffic15-min Traffic SatSat SunSun Average Week Average Week 15-min Traffic15-min Traffic Average Week ProfileAverage Week Profile30 Sep 20 1 Oct 20 06:00 AM 27 27 27 06:15 AM 35 35 35 06:30 AM 51 51 51 06:45 AM 54 54 54 07:00 AM 73 73 73 07:15 AM 107 107 107 07:30 AM 151151 151151 151151 07:45 AM 113 113 113 08:00 AM 73 73 73 08:15 AM 63 63 63 08:30 AM 65 65 65 08:45 AM 53 53 53 09:00 AM 54 54 54 09:15 AM 74 74 74 09:30 AM 70 70 70 09:45 AM 68 68 68 10:00 AM 71 71 71 10:15 AM 71 71 71 10:30 AM 69 69 69 10:45 AM 77 77 77 11:00 AM 57 57 57 11:15 AM 67 67 67 11:30 AM 75 75 75 11:45 AM 66 66 66 Day TotalDay Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 72 -- Type of report: Tube Count - Volume Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 - Oct 1 2020 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday 15-min Traffic15-min Traffic SatSat SunSun Average Week Average Week 15-min Traffic15-min Traffic Average Week ProfileAverage Week Profile30 Sep 20 1 Oct 20 12:00 PM 74 74 74 12:15 PM 87 87 87 12:30 PM 77 77 77 12:45 PM 102102 102 102 01:00 PM 63 63 63 01:15 PM 59 59 59 01:30 PM 88 88 88 01:45 PM 68 68 68 02:00 PM 76 76 76 02:15 PM 63 63 63 02:30 PM 75 75 75 02:45 PM 110 110 110 03:00 PM 95 95 95 03:15 PM 94 94 94 03:30 PM 104 104 104 03:45 PM 108 108 108 04:00 PM 88 88 88 04:15 PM 115 115 115 04:30 PM 85 85 85 04:45 PM 118 118 118 05:00 PM 119119 119119 119119 05:15 PM 115 115 115 05:30 PM 115 115 115 05:45 PM 108 108 108 Day TotalDay Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 96 Type of report: Tube Count - Volume Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 - Oct 1 2020 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday 15-min Traffic15-min Traffic SatSat SunSun Average Week Average Week 15-min Traffic15-min Traffic Average Week ProfileAverage Week Profile30 Sep 20 1 Oct 20 06:00 PM 107 107 107 06:15 PM 77 77 77 06:30 PM 66 66 66 06:45 PM 70 70 70 07:00 PM 68 68 68 07:15 PM 64 64 64 07:30 PM 56 56 56 07:45 PM 37 37 37 08:00 PM 46 46 46 08:15 PM 52 52 52 08:30 PM 43 43 43 08:45 PM 32 32 32 09:00 PM 26 26 26 09:15 PM 31 31 31 09:30 PM 19 19 19 09:45 PM 12 12 12 10:00 PM 10 10 10 10:15 PM 14 14 14 10:30 PM 17 17 17 10:45 PM 15 15 15 11:00 PM 5 5 5 11:15 PM 3 3 3 11:30 PM 6 6 6 11:45 PM 3 3 3 Day TotalDay Total 2745 2121 4866 4866 % Weekday Average 56.4% 43.6% % Week Average 56.4% 43.6%100% AM Peak 15-min Vol 12:00 AM 7:30 AM 151 7:30 AM 151 7:30 AM 151 PM Peak 15-min Vol 5:00 PM 119 12:45 PM 102 5:00 PM 119 5:00 PM 119 Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) . . . . . . -. . ----■ ■ ■ -• I I I I Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 12:00 AM 12:15 AM 12:30 AM 12:45 AM 01:00 AM 01:15 AM 01:30 AM 01:45 AM 02:00 AM 02:15 AM 02:30 AM 02:45 AM 03:00 AM 03:15 AM 03:30 AM 03:45 AM 04:00 AM 04:15 AM 04:30 AM 04:45 AM 05:00 AM 05:15 AM 05:30 AM 05:45 AM Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 06:00 AM 06:15 AM 06:30 AM 06:45 AM 07:00 AM 07:15 AM 07:30 AM 07:45 AM 08:00 AM 08:15 AM 08:30 AM 08:45 AM 09:00 AM 09:15 AM 09:30 AM 09:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 12:00 PM 12:15 PM 12:30 PM 12:45 PM 01:00 PM 4 0 3 0 0 6 11 49 47 18 4 1 00 0 143 46-55 96 01:15 PM 5 0 0 0 0 8 25 39 40 18 1 0 0 0 136 46-55 79 01:30 PM 7 0 0 0 0 4 19 66 64 13 2 1 0 0 176 46-55 130 01:45 PM 10 0 0 0 0 0 14 54 54 23 1 0 0 0 156 46-55 108 02:00 PM 14 0 0 0 0 8 27 40 50 13 2 0 0 0 154 46-55 90 02:15 PM 3 0 0 0 0 9 23 44 47 20 2 0 0 0 148 46-55 91 02:30 PM 4 0 1 0 1 13 24 57 45 10 5 0 0 0 160 46-55 102 02:45 PM 9 1 1 0 0 2 40 55 61 26 2 0 0 0 197 46-55 116 03:00 PM 7 0 0 0 0 8 19 52 66 13 1 0 0 0 166 46-55 118 03:15 PM 11 10 11 7 99 3434 5656 47 46 11 0 0 0 0 242242 41-50 103 03:30 PM 5959 2626 1515 6 4 10 49 19 14 2 0 0 0 0 204 41-50 68 03:45 PM 54 14 11 1515 8 22 44 20 17 8 1 0 0 0 214 36-45 66 04:00 PM 11 3 5 2 3 15 31 55 46 15 2 0 0 0 188 46-55 101 04:15 PM 11 0 3 0 7 10 18 53 64 28 0 0 0 0 194 46-55 117 04:30 PM 3 0 0 0 0 4 24 38 62 31 4 1 0 0 167 46-55 100 04:45 PM 11 0 1 3 4 3 24 56 66 25 66 1 0 11 201 46-55 122 05:00 PM 9 0 1 0 0 6 35 61 64 26 1 0 0 0 203 46-55 125 05:15 PM 3 0 0 0 0 1 32 7979 7171 3535 2 0 0 0 223 46-55 150 05:30 PM 11 0 2 0 4 11 41 69 57 27 3 1 0 0 226 46-55 126 05:45 PM 6 1 0 2 2 11 25 48 53 21 5 0 0 0 174 46-55 101 Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 06:00 PM 21 11 11 5 1 8 44 48 42 21 2 22 0 0 216 41-50 92 06:15 PM 14 5 5 3 4 15 39 52 24 11 1 0 0 0 173 41-50 91 06:30 PM 4 0 0 2 3 7 18 55 45 18 3 0 0 0 155 46-55 100 06:45 PM 0 0 0 0 0 4 32 50 37 14 3 1 0 0 141 46-55 87 07:00 PM 0 0 0 0 1 11 21 36 38 5 3 0 0 0 115 46-55 74 07:15 PM 5 0 0 0 1 5 31 40 22 9 4 0 0 0 117 41-50 71 07:30 PM 1 1 0 0 0 5 13 26 32 8 0 1 0 1 88 46-55 58 07:45 PM 0 2 0 3 4 9 15 25 17 6 1 0 0 0 82 46-55 42 08:00 PM 1 1 2 0 0 5 16 23 16 5 0 0 0 0 69 41-50 39 08:15 PM 1 2 1 0 2 4 9 28 23 6 1 0 0 0 77 46-55 51 08:30 PM 0 0 0 0 0 0 15 26 19 7 2 0 0 0 69 46-55 45 08:45 PM 1 0 1 0 1 2 4 18 13 5 3 0 0 0 48 46-55 31 09:00 PM 0 0 0 0 0 1 6 7 18 2 2 0 0 0 36 46-55 25 09:15 PM 0 0 0 0 0 3 4 10 18 5 2 0 0 0 42 46-55 28 09:30 PM 0 0 0 0 0 1 2 6 12 11 1 1 0 0 34 51-60 23 09:45 PM 0 0 1 0 0 0 0 6 12 5 1 0 0 0 25 46-55 18 10:00 PM 0 0 0 0 1 0 0 7 10 2 0 0 0 0 20 46-55 17 10:15 PM 0 0 0 0 0 0 4 9 7 1 2 0 0 0 23 46-55 16 10:30 PM 0 0 0 0 0 0 0 4 13 10 2 2 0 0 31 51-60 23 10:45 PM 0 0 0 0 0 0 2 11 4 4 2 0 0 0 23 46-55 15 11:00 PM 0 0 0 0 0 1 0 1 6 4 0 0 0 0 12 51-60 10 11:15 PM 0 0 0 1 0 0 0 2 3 3 0 0 0 0 9 51-60 6 11:30 PM 0 0 0 0 0 0 0 2 5 1 1 0 0 0 9 46-55 7 11:45 PM 0 0 0 0 0 0 1 1 5 0 1 0 0 0 8 46-55 6 Day TotalDay Total PercentPercent 300 5.7% 77 1.5% 75 1.4% 49 0.9% 60 1.1% 266 5% 857 16.2% 1494 28.2% 1475 27.9% 546 10.3% 81 1.5% 12 0.2% 0 0% 2 0%5294 46-55 2969 AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol 3:30 PM 59 3:30 PM 26 3:30 PM 15 3:45 PM 15 3:15 PM 9 3:15 PM 34 3:15 PM 56 5:15 PM 79 5:15 PM 71 5:15 PM 35 4:45 PM 6 6:00 PM 2 1:00 PM 0 4:45 PM 1 3:15 PM 242 Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) ~------------ Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 12:00 AM 0 0 0 0 0 0 2 1 1 2 1 0 0 0 7 41-50 3 12:15 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 51-60 2 12:30 AM 0 0 0 0 0 0 1 1 2 4 0 0 0 0 8 51-60 6 12:45 AM 0 0 0 0 0 0 0 0 2 2 0 0 0 22 6 51-60 4 01:00 AM 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 46-55 4 01:15 AM 0 0 0 0 0 0 0 1 3 0 0 0 0 0 4 46-55 4 01:30 AM 0 0 0 0 0 1 0 1 1 3 0 0 0 0 6 51-60 4 01:45 AM 0 0 0 0 0 0 0 2 3 0 0 0 0 0 5 46-55 5 02:00 AM 0 0 0 0 0 0 0 2 2 0 0 0 0 0 4 46-55 4 02:15 AM 0 0 0 0 0 0 1 1 0 2 0 0 0 0 4 51-60 2 02:30 AM 0 0 0 0 0 0 1 1 2 0 0 0 0 0 4 46-55 3 02:45 AM 0 0 0 0 0 0 1 1 1 2 1 0 0 0 6 56-65 3 03:00 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 41-50 2 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-10 0 03:30 AM 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 46-55 2 03:45 AM 0 0 0 0 0 0 0 4 3 4 2 0 0 0 13 50-59 7 04:00 AM 0 0 0 0 0 0 0 2 4 3 1 0 0 0 10 51-60 7 04:15 AM 0 0 0 0 0 0 3 3 0 0 0 0 0 0 6 41-50 6 04:30 AM 0 0 0 0 0 0 0 0 5 4 3 0 0 0 12 51-60 9 04:45 AM 0 0 0 0 0 0 0 3 7 7 0 0 0 0 17 51-60 14 05:00 AM 0 0 0 0 0 0 0 4 7 4 0 0 0 0 15 49-58 11 05:15 AM 0 0 0 0 1 0 0 2 5 11 5 22 0 0 26 51-60 16 05:30 AM 1 0 0 0 1 0 2 10 9 8 4 0 0 0 35 46-55 19 05:45 AM 1 0 0 0 0 0 1 13 25 16 2 0 0 0 58 51-60 41 Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 06:00 AM 0 1 0 3 0 0 2 16 21 16 1010 1 0 0 70 46-55 37 06:15 AM 2 0 0 0 0 0 15 21 29 17 5 0 0 0 89 46-55 50 06:30 AM 1 0 0 0 0 2 20 46 29 27 2 0 0 0 127 46-55 75 06:45 AM 2 0 0 0 0 6 23 58 53 15 3 0 0 0 160 46-55 111 07:00 AM 10 0 0 2 2 7 18 66 67 17 6 0 0 0 195 46-55 133 07:15 AM 6 2 0 0 3 13 50 57 6868 3232 5 1 0 0 237 46-55 125 07:30 AM 22 3 16 66 1010 1717 5151 8282 59 23 2 2 0 0 293293 46-55 141 07:45 AM 5151 3131 3434 6 6 17 41 24 7 2 0 1 0 0 220 16-25 65 08:00 AM 25 19 34 4 7 13 19 34 32 6 1 0 0 0 194 46-55 66 08:15 AM 5 0 2 1 0 2 17 49 47 22 3 0 0 1 149 46-55 96 08:30 AM 8 0 0 3 2 4 26 45 48 22 2 1 0 0 161 46-55 93 08:45 AM 3 0 0 0 0 6 28 44 52 26 1 0 0 0 160 46-55 96 09:00 AM 1 0 0 0 1 6 20 37 54 21 2 1 0 0 143 46-55 91 09:15 AM 11 0 0 3 3 17 34 40 37 10 3 1 0 0 159 46-55 77 09:30 AM 2 1 1 1 10 12 15 54 43 13 2 0 0 0 154 46-55 97 09:45 AM 6 0 0 0 1 7 19 58 38 13 3 0 0 0 145 46-55 96 10:00 AM 2 0 1 0 1 6 30 45 30 17 4 0 0 0 136 41-50 75 10:15 AM 1 1 0 0 0 10 35 48 42 20 4 0 11 0 162 46-55 90 10:30 AM 4 0 0 0 0 8 37 47 48 9 1 0 0 0 154 46-55 95 10:45 AM 2 0 0 0 1 10 32 47 53 16 2 0 0 0 163 46-55 100 11:00 AM 1 0 0 0 0 1 16 53 53 15 2 0 0 0 141 46-55 106 11:15 AM 5 0 0 0 0 0 12 54 45 24 3 0 0 0 143 46-55 99 11:30 AM 5 0 0 0 0 2 22 40 49 16 2 0 0 0 136 46-55 89 11:45 AM 11 1 0 0 1 1 38 41 33 16 0 1 0 0 143 41-50 79 Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 12:00 PM 0 0 0 0 0 2 19 47 46 18 1 0 0 0 133 46-55 93 12:15 PM 3 0 0 0 0 5 24 52 48 19 0 0 0 0 151 46-55 100 12:30 PM 3 22 0 0 0 4 29 50 53 15 33 11 0 0 160 46-55 103 12:45 PM 55 0 0 11 0 88 3131 6363 5656 2424 2 0 0 0 190190 46-55 119 01:00 PM 01:15 PM 01:30 PM 01:45 PM 02:00 PM 02:15 PM 02:30 PM 02:45 PM 03:00 PM 03:15 PM 03:30 PM 03:45 PM 04:00 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 06:00 PM 06:15 PM 06:30 PM 06:45 PM 07:00 PM 07:15 PM 07:30 PM 07:45 PM 08:00 PM 08:15 PM 08:30 PM 08:45 PM 09:00 PM 09:15 PM 09:30 PM 09:45 PM 10:00 PM 10:15 PM 10:30 PM 10:45 PM 11:00 PM 11:15 PM 11:30 PM 11:45 PM Day TotalDay Total PercentPercent 199 4.2% 61 1.3% 88 1.9% 30 0.6% 50 1.1% 187 4% 735 15.6% 1373 29.1% 1328 28.1% 564 11.9% 93 2% 12 0.3% 1 0% 3 0.1%4724 46-55 2701 AM Peak AM Peak 15-min Vol15-min Vol 7:45 AM 51 7:45 AM 31 7:45 AM 34 7:30 AM 6 7:30 AM 10 7:30 AM 17 7:30 AM 51 7:30 AM 82 7:15 AM 68 7:15 AM 32 6:00 AM 10 5:15 AM 2 10:15 AM 1 12:45 AM 2 7:30 AM 293 PM Peak PM Peak 15-min Vol15-min Vol 12:45 PM 5 12:30 PM 2 12:00 PM 0 12:45 PM 1 12:00 PM 0 12:45 PM 8 12:45 PM 31 12:45 PM 63 12:45 PM 56 12:45 PM 24 12:30 PM 3 12:30 PM 1 12:00 PM 0 12:00 PM 0 12:45 PM 190 Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) ------------- Type of report: Tube Count - Speed Data SUMMARY - Tube Count - Speed DataSUMMARY - Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 - Oct 1 2020 Speed RangeSpeed Range 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed Number inNumber in PacePace1515202025253030353540404545505055556060656570707575999999 Grand TotalGrand Total PercentPercent 499 5% 138 1.4% 163 1.6% 79 0.8% 110 1.1% 453 4.5% 1592 15.9% 2867 28.6% 2803 28% 1110 11.1% 174 1.7% 24 0.2% 1 0% 5 0%10018 46-55 5670 CumulativeCumulative PercentPercent 5% 6.4% 8% 8.8% 9.9% 14.4% 30.3% 58.9% 86.9% 98% 99.7% 99.9% 100% 100% ADTADT 50095009 85th Percentile: 85th Percentile: 54 MPH Mean Speed(Average): Mean Speed(Average): 48 MPH Median: Median: 48 MPH Mode: Mode: 48 MPH Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) ---------------- Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 12:00 AM12:00 AM 12:15 AM12:15 AM 12:30 AM12:30 AM 12:45 AM12:45 AM 01:00 AM01:00 AM 01:15 AM01:15 AM 01:30 AM01:30 AM 01:45 AM01:45 AM 02:00 AM02:00 AM 02:15 AM02:15 AM 02:30 AM02:30 AM 02:45 AM02:45 AM 03:00 AM03:00 AM 03:15 AM03:15 AM 03:30 AM03:30 AM 03:45 AM03:45 AM 04:00 AM04:00 AM 04:15 AM04:15 AM 04:30 AM04:30 AM 04:45 AM04:45 AM 05:00 AM05:00 AM 05:15 AM05:15 AM 05:30 AM05:30 AM 05:45 AM05:45 AM Day TotalDay Total PercentPercent ADTADT 52945294 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 06:00 AM06:00 AM 06:15 AM06:15 AM 06:30 AM06:30 AM 06:45 AM06:45 AM 07:00 AM07:00 AM 07:15 AM07:15 AM 07:30 AM07:30 AM 07:45 AM07:45 AM 08:00 AM08:00 AM 08:15 AM08:15 AM 08:30 AM08:30 AM 08:45 AM08:45 AM 09:00 AM09:00 AM 09:15 AM09:15 AM 09:30 AM09:30 AM 09:45 AM09:45 AM 10:00 AM10:00 AM 10:15 AM10:15 AM 10:30 AM10:30 AM 10:45 AM10:45 AM 11:00 AM11:00 AM 11:15 AM11:15 AM 11:30 AM11:30 AM 11:45 AM11:45 AM Day TotalDay Total PercentPercent ADTADT 52945294 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 12:00 PM12:00 PM 12:15 PM12:15 PM 12:30 PM12:30 PM 12:45 PM12:45 PM 01:00 PM01:00 PM 0 69 46 0 19 4 1 0 0 0 00 00 0 4 143 01:15 PM01:15 PM 1 74 37 3 6 4 1 4 0 0 0 0 0 6 136 01:30 PM01:30 PM 1 98 43 0 17 2 44 4 0 0 0 0 0 7 176 01:45 PM01:45 PM 0 81 41 2 18 3 1 1 1 0 0 0 11 7 156 02:00 PM02:00 PM 1 72 44 2 11 3 3 4 0 0 0 0 0 14 154 02:15 PM02:15 PM 0 85 35 1 11 55 1 66 1 0 0 0 0 3 148 02:30 PM02:30 PM 1 82 47 3 14 2 1 6 0 0 0 0 0 4 160 02:45 PM02:45 PM 1 114 48 44 16 0 2 1 22 0 0 0 0 9 197 03:00 PM03:00 PM 0 84 48 2 18 5 0 1 1 0 0 0 0 7 166 03:15 PM03:15 PM 1 136 6565 1 19 4 3 5 0 11 0 0 0 7 242242 03:30 PM03:30 PM 44 87 51 2 16 4 0 4 1 0 0 0 0 3535 204 03:45 PM03:45 PM 4 100 55 2 16 4 1 1 2 0 0 0 0 29 214 04:00 PM04:00 PM 1 102 53 2 14 2 1 6 0 0 0 0 0 7 188 04:15 PM04:15 PM 1 117 50 0 12 2 0 1 0 0 0 0 0 11 194 04:30 PM04:30 PM 0 92 45 1 18 3 0 5 0 0 0 0 0 3 167 04:45 PM04:45 PM 0 103 64 1 17 0 0 5 0 0 0 0 0 11 201 05:00 PM05:00 PM 0 110 58 3 17 0 0 5 1 0 0 0 0 9 203 05:15 PM05:15 PM 1 139 53 1 2323 1 0 2 0 0 0 0 0 3 223 05:30 PM05:30 PM 0 142142 51 0 17 0 0 5 0 0 0 0 0 11 226 05:45 PM05:45 PM 1 113 45 0 5 1 0 3 0 0 0 0 0 6 174 Day TotalDay Total PercentPercent ADTADT 52945294 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 06:00 PM06:00 PM 2 117 64 0 20 1 0 1 0 0 0 0 0 11 216 06:15 PM06:15 PM 1 106 35 1 15 1 0 3 0 0 0 0 0 11 173 06:30 PM06:30 PM 0 94 40 1 16 0 0 0 0 0 0 0 0 4 155 06:45 PM06:45 PM 0 79 38 1 21 0 0 2 0 0 0 0 0 0 141 07:00 PM07:00 PM 1 59 41 1 12 0 0 1 0 0 0 0 0 0 115 07:15 PM07:15 PM 1 57 32 1 18 0 0 3 0 0 0 0 0 5 117 07:30 PM07:30 PM 1 48 31 0 6 0 0 1 0 0 0 0 0 1 88 07:45 PM07:45 PM 0 43 31 0 5 0 0 2 1 0 0 0 0 0 82 08:00 PM08:00 PM 0 45 17 0 6 0 0 0 0 0 0 0 0 1 69 08:15 PM08:15 PM 1 56 13 0 6 0 0 0 0 0 0 0 0 1 77 08:30 PM08:30 PM 0 40 27 0 2 0 0 0 0 0 0 0 0 0 69 08:45 PM08:45 PM 1 36 10 0 0 0 0 0 0 0 0 0 0 1 48 09:00 PM09:00 PM 0 27 7 0 2 0 0 0 0 0 0 0 0 0 36 09:15 PM09:15 PM 0 29 10 0 2 0 0 1 0 0 0 0 0 0 42 09:30 PM09:30 PM 0 25 4 0 5 0 0 0 0 0 0 0 0 0 34 09:45 PM09:45 PM 0 16 5 0 3 0 0 1 0 0 0 0 0 0 25 10:00 PM10:00 PM 0 17 3 0 0 0 0 0 0 0 0 0 0 0 20 10:15 PM10:15 PM 0 19 3 0 1 0 0 0 0 0 0 0 0 0 23 10:30 PM10:30 PM 0 21 9 0 1 0 0 0 0 0 0 0 0 0 31 10:45 PM10:45 PM 0 16 5 0 2 0 0 0 0 0 0 0 0 0 23 11:00 PM11:00 PM 0 10 2 0 0 0 0 0 0 0 0 0 0 0 12 11:15 PM11:15 PM 0 8 1 0 0 0 0 0 0 0 0 0 0 0 9 11:30 PM11:30 PM 0 4 3 0 2 0 0 0 0 0 0 0 0 0 9 11:45 PM11:45 PM 0 7 1 0 0 0 0 0 0 0 0 0 0 0 8 Day TotalDay Total PercentPercent 26 0.5% 2979 56.3% 1411 26.7% 35 0.7% 449 8.5% 51 1% 19 0.4% 84 1.6% 10 0.2% 1 0% 0 0% 0 0% 1 0% 228 4.3%5294 ADTADT 52945294 AM Peak 15-min Vol PM Peak 15-min Vol 3:30 PM 4 5:30 PM 142 3:15 PM 65 2:45 PM 4 5:15 PM 23 2:15 PM 5 1:30 PM 4 2:15 PM 6 2:45 PM 2 3:15 PM 1 1:00 PM 0 1:00 PM 0 1:45 PM 1 3:30 PM 35 3:15 PM 242 Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 12:00 AM12:00 AM 0 4 1 0 2 0 0 0 0 0 0 0 0 0 7 12:15 AM12:15 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 12:30 AM12:30 AM 0 5 2 0 1 0 0 0 0 0 0 0 0 0 8 12:45 AM12:45 AM 1 5 0 0 0 0 0 0 0 0 0 0 0 0 6 01:00 AM01:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 4 01:15 AM01:15 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 4 01:30 AM01:30 AM 0 3 2 0 0 0 0 0 1 0 0 0 0 0 6 01:45 AM01:45 AM 0 3 1 0 1 0 0 0 0 0 0 0 0 0 5 02:00 AM02:00 AM 0 1 1 0 0 1 0 0 1 0 0 0 0 0 4 02:15 AM02:15 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 4 02:30 AM02:30 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 0 4 02:45 AM02:45 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 6 03:00 AM03:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 03:15 AM03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM03:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 AM03:45 AM 0 8 4 0 0 0 0 0 1 0 0 0 0 0 13 04:00 AM04:00 AM 0 3 4 0 3 0 0 0 0 0 0 0 0 0 10 04:15 AM04:15 AM 0 2 2 0 1 0 0 1 0 0 0 0 0 0 6 04:30 AM04:30 AM 1 5 3 0 2 0 0 1 0 0 0 0 0 0 12 04:45 AM04:45 AM 0 9 4 0 1 1 0 1 1 0 0 0 0 0 17 05:00 AM05:00 AM 0 10 4 0 1 0 0 0 0 0 0 0 0 0 15 05:15 AM05:15 AM 0 14 6 0 5 0 0 0 1 0 0 0 0 0 26 05:30 AM05:30 AM 0 15 15 0 4 0 0 0 0 0 0 0 0 1 35 05:45 AM05:45 AM 0 33 17 1 5 0 0 0 1 0 0 0 0 1 58 Day TotalDay Total PercentPercent ADTADT 47244724 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 06:00 AM06:00 AM 1 29 27 0 12 0 0 1 0 0 0 0 0 0 70 06:15 AM06:15 AM 0 37 32 2 15 0 0 1 0 0 0 0 0 2 89 06:30 AM06:30 AM 0 62 39 1 22 1 0 1 0 0 0 0 0 1 127 06:45 AM06:45 AM 1 81 44 1 23 4 0 4 0 0 0 0 0 2 160 07:00 AM07:00 AM 0 104 52 1 20 4 0 4 0 0 0 0 0 10 195 07:15 AM07:15 AM 0 139 57 1 26 3 1 3 1 0 0 0 0 6 237 07:30 AM07:30 AM 2 180180 7070 1 19 2 0 5 0 0 0 0 0 14 293293 07:45 AM07:45 AM 66 103 52 1 19 4 2 7 1 0 0 0 0 2525 220 08:00 AM08:00 AM 2 81 58 33 21 4 3 4 0 0 0 0 0 18 194 08:15 AM08:15 AM 1 71 48 0 14 4 1 5 0 0 0 0 0 5 149 08:30 AM08:30 AM 0 71 42 1 26 3 4 4 2 11 0 0 0 7 161 08:45 AM08:45 AM 0 85 40 2 18 2 3 7 0 0 0 0 0 3 160 09:00 AM09:00 AM 3 68 45 1 16 1 2 6 0 0 0 0 0 1 143 09:15 AM09:15 AM 6 60 37 2 3131 2 4 7 1 0 0 0 0 9 159 09:30 AM09:30 AM 1 67 58 2 22 0 0 1 1 0 0 0 0 2 154 09:45 AM09:45 AM 0 74 36 1 18 1 66 2 1 0 0 0 0 6 145 10:00 AM10:00 AM 0 77 31 0 15 55 1 5 0 0 0 0 0 2 136 10:15 AM10:15 AM 0 81 44 3 24 2 2 5 0 0 0 0 0 1 162 10:30 AM10:30 AM 0 73 44 1 17 3 5 4 2 1 0 0 0 4 154 10:45 AM10:45 AM 0 80 43 1 23 3 2 88 1 0 0 0 0 2 163 11:00 AM11:00 AM 0 82 32 0 23 1 0 2 0 0 0 0 0 1 141 11:15 AM11:15 AM 0 68 43 0 23 1 2 1 0 0 0 0 0 5 143 11:30 AM11:30 AM 1 55 37 2 24 4 3 5 0 0 0 0 0 5 136 11:45 AM11:45 AM 0 65 48 1 11 1 1 1 44 0 0 0 0 11 143 Day TotalDay Total PercentPercent ADTADT 47244724 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 12:00 PM12:00 PM 22 64 40 1 17 1 3 3 2 0 0 0 0 0 133 12:15 PM12:15 PM 1 75 47 22 15 44 0 55 0 0 0 0 0 2 151 12:30 PM12:30 PM 0 71 50 2 2020 3 2 5 44 0 0 0 0 3 160 12:45 PM12:45 PM 2 8888 6262 1 18 2 55 5 2 0 0 0 0 55 190190 01:00 PM01:00 PM 01:15 PM01:15 PM 01:30 PM01:30 PM 01:45 PM01:45 PM 02:00 PM02:00 PM 02:15 PM02:15 PM 02:30 PM02:30 PM 02:45 PM02:45 PM 03:00 PM03:00 PM 03:15 PM03:15 PM 03:30 PM03:30 PM 03:45 PM03:45 PM 04:00 PM04:00 PM 04:15 PM04:15 PM 04:30 PM04:30 PM 04:45 PM04:45 PM 05:00 PM05:00 PM 05:15 PM05:15 PM 05:30 PM05:30 PM 05:45 PM05:45 PM Day TotalDay Total PercentPercent ADTADT 47244724 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 06:00 PM06:00 PM 06:15 PM06:15 PM 06:30 PM06:30 PM 06:45 PM06:45 PM 07:00 PM07:00 PM 07:15 PM07:15 PM 07:30 PM07:30 PM 07:45 PM07:45 PM 08:00 PM08:00 PM 08:15 PM08:15 PM 08:30 PM08:30 PM 08:45 PM08:45 PM 09:00 PM09:00 PM 09:15 PM09:15 PM 09:30 PM09:30 PM 09:45 PM09:45 PM 10:00 PM10:00 PM 10:15 PM10:15 PM 10:30 PM10:30 PM 10:45 PM10:45 PM 11:00 PM11:00 PM 11:15 PM11:15 PM 11:30 PM11:30 PM 11:45 PM11:45 PM Day TotalDay Total PercentPercent 31 0.7% 2330 49.3% 1333 28.2% 35 0.7% 578 12.2% 67 1.4% 52 1.1% 114 2.4% 28 0.6% 2 0% 0 0% 0 0% 0 0% 154 3.3%4724 ADTADT 47244724 AM Peak 15-min Vol 7:45 AM 6 7:30 AM 180 7:30 AM 70 8:00 AM 3 9:15 AM 31 10:00 AM 5 9:45 AM 6 10:45 AM 8 11:45 AM 4 8:30 AM 1 12:00 AM 0 12:00 AM 0 12:00 AM 0 7:45 AM 25 7:30 AM 293 PM Peak 15-min Vol 12:00 PM 2 12:45 PM 88 12:45 PM 62 12:15 PM 2 12:30 PM 20 12:15 PM 4 12:45 PM 5 12:15 PM 5 12:30 PM 4 12:00 PM 0 12:00 PM 0 12:00 PM 0 12:00 PM 0 12:45 PM 5 12:45 PM 190 Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) ----------- Type of report: Tube Count - Vehicle Classification Data SUMMARY - Tube Count - Vehicle Classification DataSUMMARY - Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal Grand TotalGrand Total PercentPercent 57 0.6% 5309 53% 2744 27.4% 70 0.7% 1027 10.3% 118 1.2% 71 0.7% 198 2% 38 0.4% 3 0% 0 0% 0 0% 1 0% 382 3.8%10018 ADTADT 50095009 Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) ---===---==-------- --- 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 - Oct 1 2020 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday 15-min Traffic15-min Traffic SatSat SunSun Average Week Average Week 15-min Traffic15-min Traffic Average Week ProfileAverage Week Profile30 Sep 20 1 Oct 20 12:00 AM 7 7 7 12:15 AM 2 2 2 12:30 AM 8 8 8 12:45 AM 6 6 6 01:00 AM 4 4 4 01:15 AM 4 4 4 01:30 AM 6 6 6 01:45 AM 5 5 5 02:00 AM 4 4 4 02:15 AM 4 4 4 02:30 AM 4 4 4 02:45 AM 6 6 6 03:00 AM 2 2 2 03:15 AM 0 0 0 03:30 AM 2 2 2 03:45 AM 13 13 13 04:00 AM 10 10 10 04:15 AM 6 6 6 04:30 AM 12 12 12 04:45 AM 17 17 17 05:00 AM 15 15 15 05:15 AM 26 26 26 05:30 AM 35 35 35 05:45 AM 58 58 58 Day TotalDay Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 48 I I I I I ■ I ■ -- Type of report: Tube Count - Volume Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 - Oct 1 2020 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday 15-min Traffic15-min Traffic SatSat SunSun Average Week Average Week 15-min Traffic15-min Traffic Average Week ProfileAverage Week Profile30 Sep 20 1 Oct 20 06:00 AM 70 70 70 06:15 AM 89 89 89 06:30 AM 127 127 127 06:45 AM 160 160 160 07:00 AM 195 195 195 07:15 AM 237 237 237 07:30 AM 293293 293293 293293 07:45 AM 220 220 220 08:00 AM 194 194 194 08:15 AM 149 149 149 08:30 AM 161 161 161 08:45 AM 160 160 160 09:00 AM 143 143 143 09:15 AM 159 159 159 09:30 AM 154 154 154 09:45 AM 145 145 145 10:00 AM 136 136 136 10:15 AM 162 162 162 10:30 AM 154 154 154 10:45 AM 163 163 163 11:00 AM 141 141 141 11:15 AM 143 143 143 11:30 AM 136 136 136 11:45 AM 143 143 143 Day TotalDay Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 72 - Type of report: Tube Count - Volume Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 - Oct 1 2020 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday 15-min Traffic15-min Traffic SatSat SunSun Average Week Average Week 15-min Traffic15-min Traffic Average Week ProfileAverage Week Profile30 Sep 20 1 Oct 20 12:00 PM 133 133 133 12:15 PM 151 151 151 12:30 PM 160 160 160 12:45 PM 190190 190 190 01:00 PM 143 143 143 01:15 PM 136 136 136 01:30 PM 176 176 176 01:45 PM 156 156 156 02:00 PM 154 154 154 02:15 PM 148 148 148 02:30 PM 160 160 160 02:45 PM 197 197 197 03:00 PM 166 166 166 03:15 PM 242242 242242 242242 03:30 PM 204 204 204 03:45 PM 214 214 214 04:00 PM 188 188 188 04:15 PM 194 194 194 04:30 PM 167 167 167 04:45 PM 201 201 201 05:00 PM 203 203 203 05:15 PM 223 223 223 05:30 PM 226 226 226 05:45 PM 174 174 174 Day TotalDay Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 96 Type of report: Tube Count - Volume Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB, WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 - Oct 1 2020 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday 15-min Traffic15-min Traffic SatSat SunSun Average Week Average Week 15-min Traffic15-min Traffic Average Week ProfileAverage Week Profile30 Sep 20 1 Oct 20 06:00 PM 216 216 216 06:15 PM 173 173 173 06:30 PM 155 155 155 06:45 PM 141 141 141 07:00 PM 115 115 115 07:15 PM 117 117 117 07:30 PM 88 88 88 07:45 PM 82 82 82 08:00 PM 69 69 69 08:15 PM 77 77 77 08:30 PM 69 69 69 08:45 PM 48 48 48 09:00 PM 36 36 36 09:15 PM 42 42 42 09:30 PM 34 34 34 09:45 PM 25 25 25 10:00 PM 20 20 20 10:15 PM 23 23 23 10:30 PM 31 31 31 10:45 PM 23 23 23 11:00 PM 12 12 12 11:15 PM 9 9 9 11:30 PM 9 9 9 11:45 PM 8 8 8 Day TotalDay Total 5294 4724 10018 10018 % Weekday Average 52.8% 47.2% % Week Average 52.8% 47.2%100% AM Peak 15-min Vol 12:00 AM 7:30 AM 293 7:30 AM 293 7:30 AM 293 PM Peak 15-min Vol 3:15 PM 242 12:45 PM 190 3:15 PM 242 3:15 PM 242 Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) . . . . . . -------■ ■ ■ -■ I I I I Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 12:00 AM 12:15 AM 12:30 AM 12:45 AM 01:00 AM 01:15 AM 01:30 AM 01:45 AM 02:00 AM 02:15 AM 02:30 AM 02:45 AM 03:00 AM 03:15 AM 03:30 AM 03:45 AM 04:00 AM 04:15 AM 04:30 AM 04:45 AM 05:00 AM 05:15 AM 05:30 AM 05:45 AM Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 06:00 AM 06:15 AM 06:30 AM 06:45 AM 07:00 AM 07:15 AM 07:30 AM 07:45 AM 08:00 AM 08:15 AM 08:30 AM 08:45 AM 09:00 AM 09:15 AM 09:30 AM 09:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 12:00 PM 12:15 PM 12:30 PM 12:45 PM 01:00 PM 2 0 1 0 0 4 8 27 26 8 33 1 00 0 80 46-55 53 01:15 PM 4 0 0 0 0 1 13 23 24 12 0 0 0 0 77 46-55 47 01:30 PM 5 0 0 0 0 1 9 36 31 5 1 0 0 0 88 46-55 67 01:45 PM 7 0 0 0 0 0 4 27 34 15 1 0 0 0 88 46-55 61 02:00 PM 8 0 0 0 0 8 9 20 26 6 1 0 0 0 78 46-55 46 02:15 PM 2 0 0 0 0 3 5 24 34 16 1 0 0 0 85 46-55 58 02:30 PM 2 0 1 0 0 8 13 29 27 4 1 0 0 0 85 46-55 56 02:45 PM 4 0 0 0 0 1 16 22 31 11 2 0 0 0 87 46-55 53 03:00 PM 4 0 0 0 0 1 6 17 35 7 1 0 0 0 71 46-55 52 03:15 PM 6 10 9 7 77 2424 3232 29 21 3 0 0 0 0 148148 41-50 61 03:30 PM 5050 2626 1414 6 3 1 0 0 0 0 0 0 0 0 100 11-20 43 03:45 PM 49 14 9 1515 5 5 3 2 3 1 0 0 0 0 106 1-10 33 04:00 PM 8 3 5 2 3 10 17 16 24 11 1 0 0 0 100 46-55 40 04:15 PM 5 0 2 0 0 2 1 19 3939 11 0 0 0 0 79 46-55 58 04:30 PM 1 0 0 0 0 1 5 14 35 2222 3 1 0 0 82 51-60 57 04:45 PM 7 0 1 0 0 1 0 21 36 13 3 0 0 11 83 46-55 57 05:00 PM 3 0 0 0 0 1 13 21 30 15 1 0 0 0 84 46-55 51 05:15 PM 2 0 0 0 0 1 16 3737 35 16 1 0 0 0 108 46-55 72 05:30 PM 7 0 2 0 4 5 11 35 34 13 0 0 0 0 111 46-55 69 05:45 PM 3 0 0 0 0 8 12 13 22 7 1 0 0 0 66 46-55 35 Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 06:00 PM 16 11 5 5 1 1 20 20 16 12 0 22 0 0 109 41-50 40 06:15 PM 8 4 3 3 4 11 18 23 15 6 1 0 0 0 96 41-50 41 06:30 PM 3 0 0 2 3 4 9 34 21 12 1 0 0 0 89 46-55 55 06:45 PM 0 0 0 0 0 2 17 30 14 8 0 0 0 0 71 41-50 47 07:00 PM 0 0 0 0 0 1 3 17 21 3 2 0 0 0 47 46-55 38 07:15 PM 3 0 0 0 1 4 16 16 8 3 2 0 0 0 53 41-50 32 07:30 PM 0 0 0 0 0 0 4 11 11 5 0 1 0 0 32 46-55 22 07:45 PM 0 0 0 3 4 9 7 12 6 3 1 0 0 0 45 41-50 19 08:00 PM 0 0 0 0 0 3 3 10 4 3 0 0 0 0 23 46-55 14 08:15 PM 1 0 0 0 0 0 4 6 10 4 0 0 0 0 25 46-55 16 08:30 PM 0 0 0 0 0 0 6 10 6 3 1 0 0 0 26 41-50 16 08:45 PM 1 0 0 0 0 1 0 6 5 2 1 0 0 0 16 46-55 11 09:00 PM 0 0 0 0 0 0 1 3 4 1 1 0 0 0 10 46-55 7 09:15 PM 0 0 0 0 0 0 2 2 5 1 1 0 0 0 11 46-55 7 09:30 PM 0 0 0 0 0 1 0 2 3 8 0 1 0 0 15 51-60 11 09:45 PM 0 0 0 0 0 0 0 3 7 2 1 0 0 0 13 46-55 10 10:00 PM 0 0 0 0 1 0 0 4 4 1 0 0 0 0 10 46-55 8 10:15 PM 0 0 0 0 0 0 1 5 2 1 0 0 0 0 9 46-55 7 10:30 PM 0 0 0 0 0 0 0 4 5 4 1 0 0 0 14 48-57 9 10:45 PM 0 0 0 0 0 0 1 2 2 2 1 0 0 0 8 46-55 4 11:00 PM 0 0 0 0 0 1 0 0 4 2 0 0 0 0 7 51-60 6 11:15 PM 0 0 0 1 0 0 0 2 1 2 0 0 0 0 6 46-55 3 11:30 PM 0 0 0 0 0 0 0 2 1 0 0 0 0 0 3 46-55 3 11:45 PM 0 0 0 0 0 0 0 1 3 0 1 0 0 0 5 46-55 4 Day TotalDay Total PercentPercent 211 8.3% 68 2.7% 52 2% 44 1.7% 36 1.4% 124 4.9% 305 12% 657 25.8% 725 28.4% 284 11.1% 36 1.4% 6 0.2% 0 0% 1 0%2549 46-55 1382 AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol 3:30 PM 50 3:30 PM 26 3:30 PM 14 3:45 PM 15 3:15 PM 7 3:15 PM 24 3:15 PM 32 5:15 PM 37 4:15 PM 39 4:30 PM 22 1:00 PM 3 6:00 PM 2 1:00 PM 0 4:45 PM 1 3:15 PM 148 Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) ------------- Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 12:00 AM 0 0 0 0 0 0 1 0 1 1 0 0 0 0 3 51-60 2 12:15 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 46-55 1 12:30 AM 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 51-60 2 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-10 0 01:00 AM 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 46-55 2 01:15 AM 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 46-55 2 01:30 AM 0 0 0 0 0 0 0 1 0 2 0 0 0 0 3 51-60 2 01:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 41-50 1 02:00 AM 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 46-55 2 02:15 AM 0 0 0 0 0 0 1 1 0 1 0 0 0 0 3 41-50 2 02:30 AM 0 0 0 0 0 0 1 1 1 0 0 0 0 0 3 41-50 2 02:45 AM 0 0 0 0 0 0 1 1 1 1 1 0 0 0 5 41-50 2 03:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 41-50 1 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-10 0 03:30 AM 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 46-55 2 03:45 AM 0 0 0 0 0 0 0 3 1 4 0 0 0 0 8 51-60 5 04:00 AM 0 0 0 0 0 0 0 0 1 3 1 0 0 0 5 53-62 4 04:15 AM 0 0 0 0 0 0 3 3 0 0 0 0 0 0 6 41-50 6 04:30 AM 0 0 0 0 0 0 0 0 5 1 1 0 0 0 7 51-60 6 04:45 AM 0 0 0 0 0 0 0 2 5 4 0 0 0 0 11 51-60 9 05:00 AM 0 0 0 0 0 0 0 2 5 4 0 0 0 0 11 51-60 9 05:15 AM 0 0 0 0 1 0 0 0 4 10 5 11 0 0 21 56-65 15 05:30 AM 1 0 0 0 0 0 0 8 5 4 3 0 0 0 21 46-55 13 05:45 AM 1 0 0 0 0 0 1 9 15 12 1 0 0 0 39 51-60 27 Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 06:00 AM 0 1 0 3 0 0 2 6 13 10 77 1 0 0 43 51-60 23 06:15 AM 1 0 0 0 0 0 13 15 13 10 2 0 0 0 54 45-54 28 06:30 AM 1 0 0 0 0 2 17 24 15 15 2 0 0 0 76 41-50 41 06:45 AM 0 0 0 0 0 1 21 37 37 8 2 0 0 0 106 46-55 74 07:00 AM 4 0 0 2 2 6 11 4444 3939 11 3 0 0 0 122 46-55 83 07:15 AM 4 0 0 0 3 1212 3131 26 28 2222 3 1 0 0 130 41-50 57 07:30 AM 17 3 16 66 77 8 27 34 19 5 0 0 0 0 142142 41-50 61 07:45 AM 3838 3131 3333 4 0 1 0 0 0 0 0 0 0 0 107 16-25 64 08:00 AM 21 19 32 3 2 2 1 18 18 4 1 0 0 0 121 16-25 51 08:15 AM 3 0 2 1 0 1 9 22 34 11 3 0 0 0 86 46-55 56 08:30 AM 4 0 0 1 0 1 18 25 31 16 0 0 0 0 96 46-55 56 08:45 AM 1 0 0 0 0 3 22 27 38 15 1 0 0 0 107 46-55 65 09:00 AM 1 0 0 0 0 5 18 21 29 14 1 0 0 0 89 46-55 50 09:15 AM 4 0 0 3 2 10 19 20 21 5 1 0 0 0 85 46-55 41 09:30 AM 1 0 0 0 6 4 10 26 28 8 1 0 0 0 84 46-55 54 09:45 AM 4 0 0 0 1 2 11 33 18 7 1 0 0 0 77 46-55 51 10:00 AM 1 0 0 0 0 0 12 27 16 9 0 0 0 0 65 46-55 43 10:15 AM 0 0 0 0 0 9 25 30 18 8 1 0 0 0 91 41-50 55 10:30 AM 2 0 0 0 0 5 21 29 24 3 1 0 0 0 85 46-55 53 10:45 AM 1 0 0 0 0 2 11 32 32 7 1 0 0 0 86 46-55 64 11:00 AM 1 0 0 0 0 1 7 36 31 8 0 0 0 0 84 46-55 67 11:15 AM 3 0 0 0 0 0 6 30 26 9 2 0 0 0 76 46-55 56 11:30 AM 2 0 0 0 0 2 9 18 19 11 0 0 0 0 61 46-55 37 11:45 AM 8 0 0 0 1 0 25 22 13 8 0 0 0 0 77 41-50 47 Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 12:00 PM 0 0 0 0 0 22 99 14 23 10 1 0 0 0 59 46-55 37 12:15 PM 1 0 0 0 0 2 7 22 23 9 0 0 0 0 64 46-55 45 12:30 PM 3 0 0 0 0 1 7 32 2727 10 22 11 0 0 83 46-55 59 12:45 PM 44 0 0 11 0 0 9 3333 24 1515 2 0 0 0 8888 46-55 57 01:00 PM 01:15 PM 01:30 PM 01:45 PM 02:00 PM 02:15 PM 02:30 PM 02:45 PM 03:00 PM 03:15 PM 03:30 PM 03:45 PM 04:00 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM Day TotalDay Total PercentPercent AM Peak AM Peak 15-min Vol15-min Vol PM Peak PM Peak 15-min Vol15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed NumberNumber in Pacein Pace1515202025253030353540404545505055556060656570707575999999 06:00 PM 06:15 PM 06:30 PM 06:45 PM 07:00 PM 07:15 PM 07:30 PM 07:45 PM 08:00 PM 08:15 PM 08:30 PM 08:45 PM 09:00 PM 09:15 PM 09:30 PM 09:45 PM 10:00 PM 10:15 PM 10:30 PM 10:45 PM 11:00 PM 11:15 PM 11:30 PM 11:45 PM Day TotalDay Total PercentPercent 132 5.1% 54 2.1% 83 3.2% 24 0.9% 25 1% 82 3.2% 386 14.8% 737 28.3% 709 27.2% 317 12.2% 50 1.9% 4 0.2% 0 0% 0 0%2603 46-55 1446 AM Peak AM Peak 15-min Vol15-min Vol 7:45 AM 38 7:45 AM 31 7:45 AM 33 7:30 AM 6 7:30 AM 7 7:15 AM 12 7:15 AM 31 7:00 AM 44 7:00 AM 39 7:15 AM 22 6:00 AM 7 5:15 AM 1 12:00 AM 0 12:00 AM 0 7:30 AM 142 PM Peak PM Peak 15-min Vol15-min Vol 12:45 PM 4 12:00 PM 0 12:00 PM 0 12:45 PM 1 12:00 PM 0 12:00 PM 2 12:00 PM 9 12:45 PM 33 12:30 PM 27 12:45 PM 15 12:30 PM 2 12:30 PM 1 12:00 PM 0 12:00 PM 0 12:45 PM 88 Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) ------------- Type of report: Tube Count - Speed Data SUMMARY - Tube Count - Speed DataSUMMARY - Tube Count - Speed Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 - Oct 1 2020 Speed RangeSpeed Range 11 1616 2121 2626 3131 3636 4141 4646 5151 5656 6161 6666 7171 7676 TotalTotal Pace SpeedPace Speed Number inNumber in PacePace1515202025253030353540404545505055556060656570707575999999 Grand TotalGrand Total PercentPercent 343 6.7% 122 2.4% 135 2.6% 68 1.3% 61 1.2% 206 4% 691 13.4% 1394 27.1% 1434 27.8% 601 11.7% 86 1.7% 10 0.2% 0 0% 1 0%5152 46-55 2828 CumulativeCumulative PercentPercent 6.7% 9% 11.6% 13% 14.1% 18.1% 31.6% 58.6% 86.5% 98.1% 99.8% 100% 100% 100% ADTADT 25762576 85th Percentile: 85th Percentile: 54 MPH Mean Speed(Average): Mean Speed(Average): 48 MPH Median: Median: 48 MPH Mode: Mode: 53 MPH Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) ------------- Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 12:00 AM12:00 AM 12:15 AM12:15 AM 12:30 AM12:30 AM 12:45 AM12:45 AM 01:00 AM01:00 AM 01:15 AM01:15 AM 01:30 AM01:30 AM 01:45 AM01:45 AM 02:00 AM02:00 AM 02:15 AM02:15 AM 02:30 AM02:30 AM 02:45 AM02:45 AM 03:00 AM03:00 AM 03:15 AM03:15 AM 03:30 AM03:30 AM 03:45 AM03:45 AM 04:00 AM04:00 AM 04:15 AM04:15 AM 04:30 AM04:30 AM 04:45 AM04:45 AM 05:00 AM05:00 AM 05:15 AM05:15 AM 05:30 AM05:30 AM 05:45 AM05:45 AM Day TotalDay Total PercentPercent ADTADT 25492549 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 06:00 AM06:00 AM 06:15 AM06:15 AM 06:30 AM06:30 AM 06:45 AM06:45 AM 07:00 AM07:00 AM 07:15 AM07:15 AM 07:30 AM07:30 AM 07:45 AM07:45 AM 08:00 AM08:00 AM 08:15 AM08:15 AM 08:30 AM08:30 AM 08:45 AM08:45 AM 09:00 AM09:00 AM 09:15 AM09:15 AM 09:30 AM09:30 AM 09:45 AM09:45 AM 10:00 AM10:00 AM 10:15 AM10:15 AM 10:30 AM10:30 AM 10:45 AM10:45 AM 11:00 AM11:00 AM 11:15 AM11:15 AM 11:30 AM11:30 AM 11:45 AM11:45 AM Day TotalDay Total PercentPercent ADTADT 25492549 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 12:00 PM12:00 PM 12:15 PM12:15 PM 12:30 PM12:30 PM 12:45 PM12:45 PM 01:00 PM01:00 PM 0 40 22 0 1313 3 0 0 0 0 00 00 0 2 80 01:15 PM01:15 PM 11 40 19 2 5 3 1 2 0 0 0 0 0 4 77 01:30 PM01:30 PM 0 50 15 0 10 1 33 4 0 0 0 0 0 5 88 01:45 PM01:45 PM 0 45 24 0 8 1 1 1 1 0 0 0 11 6 88 02:00 PM02:00 PM 0 28 31 2 4 3 2 0 0 0 0 0 0 8 78 02:15 PM02:15 PM 0 55 17 1 4 2 1 3 0 0 0 0 0 2 85 02:30 PM02:30 PM 1 43 25 2 6 2 1 3 0 0 0 0 0 2 85 02:45 PM02:45 PM 1 47 24 0 7 0 2 0 22 0 0 0 0 4 87 03:00 PM03:00 PM 0 31 21 0 10 3 0 1 1 0 0 0 0 4 71 03:15 PM03:15 PM 0 9292 30 1 13 2 2 4 0 11 0 0 0 3 148148 03:30 PM03:30 PM 1 39 19 0 6 3 0 2 1 0 0 0 0 2929 100 03:45 PM03:45 PM 1 45 24 1 4 44 1 0 0 0 0 0 0 26 106 04:00 PM04:00 PM 0 54 25 2 7 1 1 55 0 0 0 0 0 5 100 04:15 PM04:15 PM 0 50 17 0 6 1 0 0 0 0 0 0 0 5 79 04:30 PM04:30 PM 0 45 21 0 11 3 0 1 0 0 0 0 0 1 82 04:45 PM04:45 PM 0 43 23 0 8 0 0 2 0 0 0 0 0 7 83 05:00 PM05:00 PM 0 42 27 33 9 0 0 0 0 0 0 0 0 3 84 05:15 PM05:15 PM 0 70 21 1 13 0 0 1 0 0 0 0 0 2 108 05:30 PM05:30 PM 0 69 24 0 9 0 0 2 0 0 0 0 0 7 111 05:45 PM05:45 PM 0 40 18 0 4 1 0 0 0 0 0 0 0 3 66 Day TotalDay Total PercentPercent ADTADT 25492549 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 06:00 PM06:00 PM 1 57 3333 0 11 0 0 1 0 0 0 0 0 6 109 06:15 PM06:15 PM 0 63 16 1 7 1 0 2 0 0 0 0 0 6 96 06:30 PM06:30 PM 0 56 20 0 10 0 0 0 0 0 0 0 0 3 89 06:45 PM06:45 PM 0 42 18 1 9 0 0 1 0 0 0 0 0 0 71 07:00 PM07:00 PM 0 29 10 1 7 0 0 0 0 0 0 0 0 0 47 07:15 PM07:15 PM 0 27 11 1 9 0 0 2 0 0 0 0 0 3 53 07:30 PM07:30 PM 0 17 13 0 2 0 0 0 0 0 0 0 0 0 32 07:45 PM07:45 PM 0 19 18 0 5 0 0 2 1 0 0 0 0 0 45 08:00 PM08:00 PM 0 15 8 0 0 0 0 0 0 0 0 0 0 0 23 08:15 PM08:15 PM 0 16 5 0 3 0 0 0 0 0 0 0 0 1 25 08:30 PM08:30 PM 0 14 10 0 2 0 0 0 0 0 0 0 0 0 26 08:45 PM08:45 PM 0 14 1 0 0 0 0 0 0 0 0 0 0 1 16 09:00 PM09:00 PM 0 8 2 0 0 0 0 0 0 0 0 0 0 0 10 09:15 PM09:15 PM 0 7 3 0 0 0 0 1 0 0 0 0 0 0 11 09:30 PM09:30 PM 0 8 4 0 3 0 0 0 0 0 0 0 0 0 15 09:45 PM09:45 PM 0 8 2 0 2 0 0 1 0 0 0 0 0 0 13 10:00 PM10:00 PM 0 8 2 0 0 0 0 0 0 0 0 0 0 0 10 10:15 PM10:15 PM 0 7 1 0 1 0 0 0 0 0 0 0 0 0 9 10:30 PM10:30 PM 0 8 6 0 0 0 0 0 0 0 0 0 0 0 14 10:45 PM10:45 PM 0 4 2 0 2 0 0 0 0 0 0 0 0 0 8 11:00 PM11:00 PM 0 6 1 0 0 0 0 0 0 0 0 0 0 0 7 11:15 PM11:15 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 0 6 11:30 PM11:30 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 0 3 11:45 PM11:45 PM 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 Day TotalDay Total PercentPercent 6 0.2% 1412 55.4% 635 24.9% 19 0.7% 231 9.1% 34 1.3% 15 0.6% 41 1.6% 6 0.2% 1 0% 0 0% 0 0% 1 0% 148 5.8%2549 ADTADT 25492549 AM Peak 15-min Vol PM Peak 15-min Vol 1:15 PM 1 3:15 PM 92 6:00 PM 33 5:00 PM 3 1:00 PM 13 3:45 PM 4 1:30 PM 3 4:00 PM 5 2:45 PM 2 3:15 PM 1 1:00 PM 0 1:00 PM 0 1:45 PM 1 3:30 PM 29 3:15 PM 148 Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 12:00 AM12:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3 12:15 AM12:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 12:30 AM12:30 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 12:45 AM12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 AM01:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 01:15 AM01:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 01:30 AM01:30 AM 0 1 1 0 0 0 0 0 1 0 0 0 0 0 3 01:45 AM01:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 AM02:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 02:15 AM02:15 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 3 02:30 AM02:30 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 02:45 AM02:45 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 0 5 03:00 AM03:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:15 AM03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM03:30 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 AM03:45 AM 0 5 2 0 0 0 0 0 1 0 0 0 0 0 8 04:00 AM04:00 AM 0 1 3 0 1 0 0 0 0 0 0 0 0 0 5 04:15 AM04:15 AM 0 2 2 0 1 0 0 1 0 0 0 0 0 0 6 04:30 AM04:30 AM 1 3 2 0 1 0 0 0 0 0 0 0 0 0 7 04:45 AM04:45 AM 0 4 4 0 1 0 0 1 1 0 0 0 0 0 11 05:00 AM05:00 AM 0 8 3 0 0 0 0 0 0 0 0 0 0 0 11 05:15 AM05:15 AM 0 11 5 0 5 0 0 0 0 0 0 0 0 0 21 05:30 AM05:30 AM 0 11 7 0 2 0 0 0 0 0 0 0 0 1 21 05:45 AM05:45 AM 0 25 10 1 2 0 0 0 0 0 0 0 0 1 39 Day TotalDay Total PercentPercent ADTADT 26032603 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 06:00 AM06:00 AM 0 17 19 0 6 0 0 1 0 0 0 0 0 0 43 06:15 AM06:15 AM 0 17 21 1 13 0 0 1 0 0 0 0 0 1 54 06:30 AM06:30 AM 0 34 27 1 13 0 0 0 0 0 0 0 0 1 76 06:45 AM06:45 AM 1 51 32 1 15 3 0 3 0 0 0 0 0 0 106 07:00 AM07:00 AM 0 62 36 0 13 3 0 4 0 0 0 0 0 4 122 07:15 AM07:15 AM 0 69 3737 0 16 1 1 2 0 0 0 0 0 4 130 07:30 AM07:30 AM 0 8080 36 1 8 2 0 4 0 0 0 0 0 11 142142 07:45 AM07:45 AM 2 49 31 0 4 0 1 4 0 0 0 0 0 1616 107 08:00 AM08:00 AM 1 53 33 22 12 44 0 2 0 0 0 0 0 14 121 08:15 AM08:15 AM 0 38 30 0 8 3 1 3 0 0 0 0 0 3 86 08:30 AM08:30 AM 0 44 25 0 16 2 1 2 2 0 0 0 0 4 96 08:45 AM08:45 AM 0 61 25 1 14 1 0 4 0 0 0 0 0 1 107 09:00 AM09:00 AM 33 49 22 0 7 0 22 55 0 0 0 0 0 1 89 09:15 AM09:15 AM 1 37 18 0 1919 2 0 3 1 0 0 0 0 4 85 09:30 AM09:30 AM 0 42 23 2 15 0 0 0 1 0 0 0 0 1 84 09:45 AM09:45 AM 0 41 21 0 9 0 1 1 0 0 0 0 0 4 77 10:00 AM10:00 AM 0 33 18 0 6 4 0 3 0 0 0 0 0 1 65 10:15 AM10:15 AM 0 48 25 1 11 2 0 4 0 0 0 0 0 0 91 10:30 AM10:30 AM 0 45 20 1 10 2 0 3 1 11 0 0 0 2 85 10:45 AM10:45 AM 0 45 24 1 9 3 1 1 1 0 0 0 0 1 86 11:00 AM11:00 AM 0 49 18 0 15 0 0 1 0 0 0 0 0 1 84 11:15 AM11:15 AM 0 32 26 0 14 0 1 0 0 0 0 0 0 3 76 11:30 AM11:30 AM 1 20 20 1 9 2 1 5 0 0 0 0 0 2 61 11:45 AM11:45 AM 0 34 26 1 4 0 0 1 33 0 0 0 0 8 77 Day TotalDay Total PercentPercent ADTADT 26032603 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 12:00 PM12:00 PM 22 31 13 1 10 0 11 0 1 0 0 0 0 0 59 12:15 PM12:15 PM 0 37 14 22 8 33 0 0 0 0 0 0 0 0 64 12:30 PM12:30 PM 0 33 2727 1 1212 2 0 33 22 0 0 0 0 3 83 12:45 PM12:45 PM 0 4242 27 0 11 0 1 1 2 0 0 0 0 44 8888 01:00 PM01:00 PM 01:15 PM01:15 PM 01:30 PM01:30 PM 01:45 PM01:45 PM 02:00 PM02:00 PM 02:15 PM02:15 PM 02:30 PM02:30 PM 02:45 PM02:45 PM 03:00 PM03:00 PM 03:15 PM03:15 PM 03:30 PM03:30 PM 03:45 PM03:45 PM 04:00 PM04:00 PM 04:15 PM04:15 PM 04:30 PM04:30 PM 04:45 PM04:45 PM 05:00 PM05:00 PM 05:15 PM05:15 PM 05:30 PM05:30 PM 05:45 PM05:45 PM Day TotalDay Total PercentPercent ADTADT 26032603 AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Oct 1 2020 Start TimeStart Time MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal 06:00 PM06:00 PM 06:15 PM06:15 PM 06:30 PM06:30 PM 06:45 PM06:45 PM 07:00 PM07:00 PM 07:15 PM07:15 PM 07:30 PM07:30 PM 07:45 PM07:45 PM 08:00 PM08:00 PM 08:15 PM08:15 PM 08:30 PM08:30 PM 08:45 PM08:45 PM 09:00 PM09:00 PM 09:15 PM09:15 PM 09:30 PM09:30 PM 09:45 PM09:45 PM 10:00 PM10:00 PM 10:15 PM10:15 PM 10:30 PM10:30 PM 10:45 PM10:45 PM 11:00 PM11:00 PM 11:15 PM11:15 PM 11:30 PM11:30 PM 11:45 PM11:45 PM Day TotalDay Total PercentPercent 12 0.5% 1282 49.3% 741 28.5% 19 0.7% 320 12.3% 40 1.5% 12 0.5% 63 2.4% 17 0.7% 1 0% 0 0% 0 0% 0 0% 96 3.7%2603 ADTADT 26032603 AM Peak 15-min Vol 9:00 AM 3 7:30 AM 80 7:15 AM 37 8:00 AM 2 9:15 AM 19 8:00 AM 4 9:00 AM 2 9:00 AM 5 11:45 AM 3 10:30 AM 1 12:00 AM 0 12:00 AM 0 12:00 AM 0 7:45 AM 16 7:30 AM 142 PM Peak 15-min Vol 12:00 PM 2 12:45 PM 42 12:30 PM 27 12:15 PM 2 12:30 PM 12 12:15 PM 3 12:00 PM 1 12:30 PM 3 12:30 PM 2 12:00 PM 0 12:00 PM 0 12:00 PM 0 12:00 PM 0 12:45 PM 4 12:45 PM 88 Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) ----------- Type of report: Tube Count - Vehicle Classification Data SUMMARY - Tube Count - Vehicle Classification DataSUMMARY - Tube Count - Vehicle Classification Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 MotorcyclesMotorcycles Cars &Cars & TrailerTrailer 2 Axle2 Axle LongLong BusesBuses 2 Axle 62 Axle 6 TireTire 3 Axle3 Axle SingleSingle 4 Axle4 Axle SingleSingle <5 Axle<5 Axle DoubleDouble 5 Axle5 Axle DoubleDouble >6 Axle>6 Axle DoubleDouble <6 Axle<6 Axle MultiMulti 6 Axle6 Axle MultiMulti >6 Axle>6 Axle MultiMulti NotNot ClassifiedClassified TotalTotal Grand TotalGrand Total PercentPercent 18 0.3% 2694 52.3% 1376 26.7% 38 0.7% 551 10.7% 74 1.4% 27 0.5% 104 2% 23 0.4% 2 0% 0 0% 0 0% 1 0% 244 4.7%5152 ADTADT 25762576 Comments: Report generated on 10/5/2020 7:18 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) ---===---===------- 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 - Oct 1 2020 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday 15-min Traffic15-min Traffic SatSat SunSun Average Week Average Week 15-min Traffic15-min Traffic Average Week ProfileAverage Week Profile30 Sep 20 1 Oct 20 12:00 AM 3 3 3 12:15 AM 1 1 1 12:30 AM 2 2 2 12:45 AM 0 0 0 01:00 AM 2 2 2 01:15 AM 2 2 2 01:30 AM 3 3 3 01:45 AM 1 1 1 02:00 AM 2 2 2 02:15 AM 3 3 3 02:30 AM 3 3 3 02:45 AM 5 5 5 03:00 AM 1 1 1 03:15 AM 0 0 0 03:30 AM 2 2 2 03:45 AM 8 8 8 04:00 AM 5 5 5 04:15 AM 6 6 6 04:30 AM 7 7 7 04:45 AM 11 11 11 05:00 AM 11 11 11 05:15 AM 21 21 21 05:30 AM 21 21 21 05:45 AM 39 39 39 Day TotalDay Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 48 I I I I I I I I I I I I I I I I I ■ ■ --- Type of report: Tube Count - Volume Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 - Oct 1 2020 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday 15-min Traffic15-min Traffic SatSat SunSun Average Week Average Week 15-min Traffic15-min Traffic Average Week ProfileAverage Week Profile30 Sep 20 1 Oct 20 06:00 AM 43 43 43 06:15 AM 54 54 54 06:30 AM 76 76 76 06:45 AM 106 106 106 07:00 AM 122 122 122 07:15 AM 130 130 130 07:30 AM 142142 142142 142142 07:45 AM 107 107 107 08:00 AM 121 121 121 08:15 AM 86 86 86 08:30 AM 96 96 96 08:45 AM 107 107 107 09:00 AM 89 89 89 09:15 AM 85 85 85 09:30 AM 84 84 84 09:45 AM 77 77 77 10:00 AM 65 65 65 10:15 AM 91 91 91 10:30 AM 85 85 85 10:45 AM 86 86 86 11:00 AM 84 84 84 11:15 AM 76 76 76 11:30 AM 61 61 61 11:45 AM 77 77 77 Day TotalDay Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 72 Type of report: Tube Count - Volume Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 - Oct 1 2020 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday 15-min Traffic15-min Traffic SatSat SunSun Average Week Average Week 15-min Traffic15-min Traffic Average Week ProfileAverage Week Profile30 Sep 20 1 Oct 20 12:00 PM 59 59 59 12:15 PM 64 64 64 12:30 PM 83 83 83 12:45 PM 8888 88 88 01:00 PM 80 80 80 01:15 PM 77 77 77 01:30 PM 88 88 88 01:45 PM 88 88 88 02:00 PM 78 78 78 02:15 PM 85 85 85 02:30 PM 85 85 85 02:45 PM 87 87 87 03:00 PM 71 71 71 03:15 PM 148148 148148 148148 03:30 PM 100 100 100 03:45 PM 106 106 106 04:00 PM 100 100 100 04:15 PM 79 79 79 04:30 PM 82 82 82 04:45 PM 83 83 83 05:00 PM 84 84 84 05:15 PM 108 108 108 05:30 PM 111 111 111 05:45 PM 66 66 66 Day TotalDay Total % Weekday Average % Week Average AM Peak 15-min Vol PM Peak 15-min Vol Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 96 Type of report: Tube Count - Volume Data LOCATION: LOCATION: AL 104 East of 3 Circle Church QC JOB #: QC JOB #: 15282701 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Baldwin, AL DATE: DATE: Sep 30 2020 - Oct 1 2020 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday 15-min Traffic15-min Traffic SatSat SunSun Average Week Average Week 15-min Traffic15-min Traffic Average Week ProfileAverage Week Profile30 Sep 20 1 Oct 20 06:00 PM 109 109 109 06:15 PM 96 96 96 06:30 PM 89 89 89 06:45 PM 71 71 71 07:00 PM 47 47 47 07:15 PM 53 53 53 07:30 PM 32 32 32 07:45 PM 45 45 45 08:00 PM 23 23 23 08:15 PM 25 25 25 08:30 PM 26 26 26 08:45 PM 16 16 16 09:00 PM 10 10 10 09:15 PM 11 11 11 09:30 PM 15 15 15 09:45 PM 13 13 13 10:00 PM 10 10 10 10:15 PM 9 9 9 10:30 PM 14 14 14 10:45 PM 8 8 8 11:00 PM 7 7 7 11:15 PM 6 6 6 11:30 PM 3 3 3 11:45 PM 5 5 5 Day TotalDay Total 2549 2603 5152 5152 % Weekday Average 49.5% 50.5% % Week Average 49.5% 50.5%100% AM Peak 15-min Vol 12:00 AM 7:30 AM 142 7:30 AM 142 7:30 AM 142 PM Peak 15-min Vol 3:15 PM 148 12:45 PM 88 3:15 PM 148 3:15 PM 148 Comments: Report generated on 10/5/2020 7:19 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) . . . . -----■ ■ • ■ ■ ■ • I I I I I Figure 2 - 5. Guideline for determining the need for a major-road left-turn bay at a two-way stop-controlled intersection.2-lane roadway (English)INPUTValue541%554488OUTPUTValue815CALIBRATION CONSTANTSValue3.05.01.9Advancing volume (VA), veh/h:Opposing volume (VO), veh/h:VariableVariableVariable85th percentile speed, mph:Percent of left-turns in advancing volume (VA), %:Critical headway, s:Average time for left-turn vehicle to clear the advancing lane, s:Limiting advancing volume (VA), veh/h:Guidance for determining the need for a major-road left-turn bay:Left-turn treatment NOT warranted.Average time for making left-turn, s:01002003004005006007008000 100 200 300 400 500 600 700Opposing Volume (VO), veh/hAdvancing Volume (VA), veh/hLeft-turn treatment warranted.Left-turn treatment not warranted.AL-104 Westbound Left Turn_AM Peak"'-I ,1 I 'I-, . .a I I I Figure 2 - 5. Guideline for determining the need for a major-road left-turn bay at a two-way stop-controlled intersection.2-lane roadway (English)INPUTValue543%438467OUTPUTValue486CALIBRATION CONSTANTSValue3.05.01.9Critical headway, s:Average time for left-turn vehicle to clear the advancing lane, s:Limiting advancing volume (VA), veh/h:Guidance for determining the need for a major-road left-turn bay:Left-turn treatment NOT warranted.Average time for making left-turn, s:Advancing volume (VA), veh/h:Opposing volume (VO), veh/h:VariableVariableVariable85th percentile speed, mph:Percent of left-turns in advancing volume (VA), %:01002003004005006007008000 100 200 300 400 500 600 700Opposing Volume (VO), veh/hAdvancing Volume (VA), veh/hLeft-turn treatment warranted.Left-turn treatment not warranted.AL-104 Westbound Left Turn Lane_PM Peak'\. I I ' I I ' ~, I I I "-"" ......... Figure 2 - 6. Guideline for determining the need for a major-road right-turn bay at a two-way stop-controlled intersection.INPUTValue544886OUTPUTValue17right-turn bay for a 2-lane roadway:Do NOT add right-turn bay.Roadway geometry:VariableVariableGuidance for determining the need for a major-road Major-road speed, mph:Major-road volume (one direction), veh/h:Right-turn volume, veh/h:Limiting right-turn volume, veh/h:2-lane roadway020406080100120140200 400 600 800 1000 1200 1400 1600Right-Turn Volume, veh/hMajor-Road Volume (one direction), veh/hAdd right - turn bayAL-104 Eastbound Right Turn Lane_AM PeakI I ... 1 I I ~ • Figure 2 - 6. Guideline for determining the need for a major-road right-turn bay at a two-way stop-controlled intersection.INPUTValue5451418OUTPUTValue17right-turn bay for a 2-lane roadway:Add right-turn bay.Roadway geometry:VariableVariableGuidance for determining the need for a major-road Major-road speed, mph:Major-road volume (one direction), veh/h:Right-turn volume, veh/h:Limiting right-turn volume, veh/h:2-lane roadway020406080100120140200 400 600 800 1000 1200 1400 1600Right-Turn Volume, veh/hMajor-Road Volume (one direction), veh/hAdd right - turn bayAL-104 Eastbound Right Turn Lane_PM PeakI I ~ I I ~ . I Dewberry· November 18, 2020 Mr. Buford King City of Fairhope 161 North Section Street Fairhope, AL 36532 Dewberry Eng1reers Inc 251 990.9950 9949 Bella1on Avenue 251 990 9910 f.,, Daphne AL 36526 www dewberry con 1 RE: THE ESTATES AT THE VERANDAS, PHASE 1 Preliminary Plat Submittal Dear Mr. King: On behalf of the developer, we would like to request a waiver from Artide V, Section F.5.b. regarding storm water standards, as identified in yo ur letter dated November 121 2020. As noted , the non-paved ditches depicted on drawing B2 each side of the tra,·el lanes are 4:1 or 25% side slope, thus exceeding the r equirements of this section. If the unpaved ditch sid e slopes are acceptable to the Baldwin County Hi ghway Department, we would like to request a waiver from this requirement from the City of Fairhope Planning Commission. If you have any questions or comments concerning this request please call m e. Sincerely, Dewberry ~I(;& Casey f4ill Staff Planner Cc: File 5013 1350 I Dewberry Decembe r 10, 2020 Mr. Buford King City of Fairhope 161 North Section Street Fairhope, AL 36532 RE: TIIE ESTA TFS AT TllE VERANDAS, PHASE 1 Preliminary Plat Submittal Dear Mr. King: Dewberry Engineers Inc 25353 Friendslup Road Daphne, A L 36526 251 990 .9950 251 990.9910 fall www.dewberry.com On b eha1f of the developer, we would like to request a waiver from.Article v, Section D.3.f. regarding streetlight height standards, as identified in your letter dated November 24, 2020. As noted, lhe submi tted s treetlight design exceeds 15'-o". As stated in this letter, Fairhope planning s taff intends to r equest an a mendment to the subdivision r egulations to better refl ect the streetlights furnish ed b y local utilities. In the interim, we would like to r equest a waiver fro m this requirement. lf you have any questions or commen ts concerning this request please call me . Sincerely, Cas~d6= Staff Planner Dewben-y Cc: Fi le 50131350 ADJACENT PROPERTIES TO THE ESTATES AT THE VERANDAS PHASE 1 SUBDIVIS ION Parce l Number Owner Name Address City State Zip 05-46-01-02-0-000-001.513 FST WINGERD , ROBERT W ETAL GUY, ANITA l 25415 BURGffi LANE ROBERTSDALE Al 36567 05-46 -0l-11-0-000-001.546 FST 3 CIRCLE CHURCH INC 1027 4 ST HWY 104 FAIRHOPE AL 36532 05-46-01-11-0-000-001 .525 FST 3 CIRCLE CHURCH INC 10274 ST HWY 104 FAIRHOPE Al 36532 05-46-01-11-0-000-001.550 FST JACKSON, JAMES H ETUX LESLIE H 10351 CANYON DR FAIRHOPE AL 36532 05-46-01-11-0-000-001.502 FST ROCKWELL, KENNETH & LINDA 21748 ST HWY 181 FAIRHOPE AL 36532 OS-46 -01-11-0-000-001.516 FST SWEETWATER PROPERTIES LL C PO BOX 241 FAIRHOPE AL 36533 05-46-01-ll-0-000-001.516 FST SWEETWATER PROPERTIES L l C PO BOX 241 FAIRH OPE AL 36533 05-46-01-11-0-000-001.516 FST SWEETWATER PROPERTIES LL C PO BOX 241 FAIRHOPE AL 36533 05-46-01-11-0-000-001.516 FST SWEETWATER PROPERTIES LL C PO BOX 241 FAIRHOPE Al 36533 05-46-0l-11-0-000-001.516 FST SWEETWATER PROPERTIES l L C PO BOX 241 FAIRHOPE AL 36533 05-46-01-11-0-000-001. 516 FST SWEETWATER PROPERTI ES l l C PO BOX 241 FAIRHOPE AL 36533 05-46-01-11-0-000-001.504 FST PROVISION IN VESTMENTS LL C 19947 ST HWY 181 FAIRHOPE AL 36532 05-46-01-02-0-000-001. 505 FST BERTOLLA PROPERTIES LL C PO BOX 1527 DAPHNE AL 36526 05-46-01-11-0-000-001.623 FST CHERRY, ANDREA L PO BOX 1216 MONTROSE AL 36559 05-46-01-11-0-000-001.517 FST JOHNSON, HARMONY MORRIS ETA L JOHNSON 10210 CANYON DR FAI RHOPE AL 36532 05-46-01-11-0-000-001.562 FST BAY AREA DEVELOPERS l LC 1507 CAPTAIN O'NEAL DR DAPHNE AL 36526 05-46-01-11-0-000-001.562 FST BAY AREA DEVELOPERS LL C 1507 CAPTAIN O'NEAL DR DAPHNE AL 36526 05-46-01-11-0-000-001.562 FST BAY AREA DEVE LOPERS LL C 1507 CAPTAIN O'NEAL DR DAPHNE AL 36526 05-46-01-11-0-000-001.527 FST GIEDRAITIS, ALDONA 21410 ST HWY 181 FAIRH OPE AL 36532 05-46-01-11-0-000-001.515 FST HEDRICK, LINDA ITAL HEDRICK, GRANT 10491 CANYON DR FAIRH OPE AL 36532 05-46-01-11-0-000-001.625 FST VERANDAS PROPERTY OWNERS ASSOCIATION 1507 CAPTAIN O'NEAL DR DAPHNE AL 36526 05-46-0l-11-0-000-001.503 FST VERA ND AS LL C 1507 CAPTAIN O'NE AL DR DAPHNE AL 36526 05-46-01-11-0-000-001. 710 FSTVERANDAS LL C 1507 CAPTAIN O'NEAL DR DAPHNE Al 36526 R=#§) ~ r ~ ~ : .) ---sv} l(y,~ ~ : = ~ : ,-.J : = riJI GQ ;fl I Dewberry· fv1~MORAr DU 1\11 L T£ November 23. 2020 Buford Krng rnoM Casey Hrl l .. 11r, Jl:f, Estates at the Vera nd as Comm un ity Meeting C omm ents and Questions 1. Will the wetlands be impacted? a. The wetlands are undisturbed. 2. General comment: Happy with the density decrease. 3. Why are you requesting a waiver from the requirement for drainage? a. We are requesting a waiver from the slope percentage requirement. We will have drainage ditches along the road. 4. Will there be fences installed? a. I do not believe that they will be installed at this time. 5. How close can people build to their rear property line and my property? a. The rear setback is 50 feet, so it would be a mini mum of fifty feet from the property line. 6. Are there plans to extend Blueberry Lane? We are not in favor of that. a. It is not planned at this time. 7. What is the expected start date ? a. Construction plans are being reviewed and the Phase 1 preliminary plat has been approved. I believe they will start in spring of 2021. 8. What will be the price range of the homes? a. Lot prices are estimated between $150k and $345k, which would price the homes around $500k-$600k. 9. Will this increase my property taxes? a. It is mostly driven by development on US Hwy 181, but yes. Attendees: Casey Hill, Dewberry Melissa Currie, Dewberry Trae Corte, Developer Bruce Bigler, Developer Andrea Cherry, Adjacent Property Owner Grant Hedrick, Adjacent Property Owner Allie and Roy Hyde (questions sent via Ms. Cherry) Attac hments 1. Invitatio n 2 Sign-in Sheet 1.1 £ 1\1 •:> P l\ N D U !,I 1 0 F l COMMUNITY MEETING NOTICE As an adjacent property owner to a proposed subdivision, you are invited to attend a community meeting where the developer's representatives will present their proposed plans. You will have the opportunity to give your comments and input at this meeting. The proposed development location is south of Alabama Hwy. 104 and west of the Verandas Phase 2 Subdivision. The Tax ID Parcel Numbers are: 05-46-01-11-o-ooo-001.so3 PPIN 64685 Due to the COVID 19 virus, we will follow the recommended spacing of 6' between attendees. Also, wear face masks and take any other precautions you feel are necessary for your safety. Attached is a copy of the proposed subdivision for your review and in the event that you are unable to attend the on site meeting, please feel free to send your questions and/or comments to the following email address or you can mail a letter to the following mailing address. If you have questions, please give us your contact information so that we can respond to those. Email to: chill @dewbercy.com Mail letters to: Attn: Casey Hill Dewberry 25353 Friendship Road Daphne, AL 36526 The date/time and location for this meeting is as follows: When: Monday,November23,2020 1:30pm -2:30pm Location: On site At north property boundary along US HWY 104, FOR INFORMATION ONLY NOT FOR RECORDINGOPERATION & MAINTENANCE PLAN AND AGREEMENT FOR THE ESTATES AT THE VERANDAS This Instrument Prepared By: Justin Britt, P .E. Project Manger Dewberry Engineers, Inc. 25353 Friendship Road Daphne, Alabama 36526 Dewberry~ The owner is responsible for inspecting the stonn water system and BMPs according to the Schedule and submitting reports to the Planning Director or his authorized representative every five (5) years to document that inspections have been completed and necessary maintenance has been performed. The first inspection report is due December 31 of the third year after construction has been completed. Inspection reports are then due by December 31 of every fifth year following submittal of the first report. The Planning Director or his authorized representative must be notified of any change in ownership. Failure to file the five year inspection reports and perfonn required maintenance activities could result in enforcement action. OWNER'S SIGNATURE October 27, 2020 FOR INFORMATION ONLY NOT FOR RECORDINGINDEX 1. CONTACT INFORMATION 2. VICINITY MAP 3. STORM WATER FACILITY MAINTENANCE AGREEMENT CITY OF FAIRHOPE, ALABAMA 4. EXHIBIT A -LEGAL DESCRIPTION OF PROPERTY 5. EXHIBIT B -OVERALL MASTER PLAN 6. EXHIBIT C -MAINTENANCE PLAN 7. EXHIBIT D -MAINTENANCE CHECKLISTS FOR INFORMATION ONLY NOT FOR RECORDINGCONTACT INFORMATION OWNER ENTITY NAME: THE VERANDAS, LLC CONTACT PERSON: ....;:T'"""ra=e;....;:C:::...::o::..::...:rt=-=-e _______ _ ADDRESS: PO Box 396 Montrose. AL 36559 TELEPHONE NO.: 251. 751.2223 ENGINEER ENTITY NAME: Dewbeny Engineers, Inc. CONTACT PERSON: Justin Britt, P.E. ADDRESS: 25353 Friendship Road, Daphne, Alabama 36526 TELEPHONE NO.: =25:e....::l'----'-9"-=2~9-...:..9.:...:78;:.;a.9 _______ _ FOR INFORMATION ONLY NOT FOR RECORDINGVicinity Map ii --.H----n ~ n D 11 7 ii D FOR INFORMATION ONLY NOT FOR RECORDINGCity of Fairhope, Alabama Storm Water Facility Maintenance Agreement THIS STORM WATER FACILITY MAINTENANCE AGREEMENT (this "Agreement") is made, executed and entered into this __ day of _______ , 2020, by _____________ (hereinafter called "Landowner"), to and for the benefit of the City of Fairhope, Alabama, a municipal corporation organized under the laws of the State of Alabama (hereinafter called the "City"). Recitals: WHEREAS, Landowner is the owner of that certain real property located in Baldwin County, Alabama and more particularly described on Exhibit "A" attached hereto and by reference made a part hereof (the "Property"); WHEREAS, Landowner is in the process and constructing and developing a subdivision on the Property to be known as The Estates at the Verandas {the "Subdivision"); WHEREAS, Landowner has applied with the City for preliminary plat approval for the plat of the Subdivision, a copy of which is attached hereto as Exhibit "B" (the "Plat"); WHEREAS, as a condition to the preliminary approval of the Plat, the City requires the construction and improvement of certain storm water management facilities as shown and referenced on the Plat and/or otherwise approved by the City in writing (the "Facilities"); WHEREAS, as a further condition to the approval of the Plat, the City requires that the Facilities be constructed and adequately maintained by Landowner, its successors and assigns, including any homeowners association formed by Landowner for purposes of managing and maintaining any common areas of the Subdivision (the "Association"); Agreement: NOW THEREFORE, for and in consideration of the premises and other good and valuable consideration, the receipt, adequacy and sufficiency of which are hereby acknowledged, Landowner and the City, intending to be legally bound, hereby covenant and agree as follows: 1. Landowner shall construct and improve the Facilities strictly in accordance with the plans and specifications therefor (a) set forth on the Plat and/or (b) otherwise approved by the City in writing. Landowner acknowledges and agrees that the completion of construction of the Facilities is a condition to the City's final approval of the Plat; provided, however, that in the event the City allows Landowner to provide a bond or other guarantee of completion of the Facilities, the Facilities shall be completed at least thirty (30) days prior to the expiration of said bond or other guarantee. 2. Landowner shall maintain the Facilities in such condition that the Facilities properly operate, function and perform (as designed by a professional engineer) for their intended purpose(s), which maintenance shall include, at a minimum, all maintenance required by all laws and ordinances of the City, the maintenance plan attached hereto as Exhibit "C", all items set forth on the Maintenance Checklist (hereinafter defined), and such other maintenance as is customary in Baldwin County, Alabama with respect to substantially similar stormwater management facilities. As used herein, the term "Facilities" shall include, without limitation, all pipes, channels or other conveyances built to convey storm water to the Facilities, as well as all storm water structures, improvements, and vegetation provided to control the quantity and quality of storm water that discharges from the Property. In connection with Landowner's maintenance of the Facilities, Landowner shall follow and comply with the Storm Water Structural Control FOR INFORMATION ONLY NOT FOR RECORDINGMaintenance Checklists attached hereto as Exhibit "D" and incorporated herein by reference ("Maintenance Checklist"). 3. Landowner shall inspect the Facilities and submit an inspection report every five years. Said inspections shall be conducted at the sole expense of Landowner by a professional engineer registered in the State of Alabama and reasonably acceptable to the City and which inspection report shall be certified by said engineer to the City, which form of certification shall be reasonably acceptable to the City. The first inspection report is due by December 31"' of the fifth year after completion of construction of the Facilities and subsequent inspection reports are due by December 3111 of every successive fifth year • thereafter. Each inspection report shall detail the then.current state of effectiveness of the Facilities and shall note any deficiencies in the Facilities and/or any portion or component thereof. The purpose of the inspection reports is to assure safe and proper operation and functioning of the Facilities. 4. Landowner hereby grants an irrevocable license to the City and its authorized agents and employees to enter upon the Property and to inspect the Facilities whenever the City deems necessary. The City shall provide Landowner copies of any inspection findings of the City. In the event the City finds any deficiencies in the Facilities, whether as a result of the inspection reports required under Paragraph 3 hereof or as a result of a City inspection conducted in accordance with this Paragraph, the City shall have the right, but not the obligation, to issue a written notice to Landowner of any such deficiencies. In the event the City issues any such deficiency notice, Landowner shall cure any such deficiencies within the time set forth for such deficiencies required by applicable law (whether federal, state, local or otherwise) and in any event within thirty (30) days of its receipt of such notice. 5. In the event Landowner fails to maintain the Facilities in good working condition acceptable to the City and in accordance with the terms and conditions hereof, the City shall have the right, but not the obligation, to enter upon the Property and take whatever steps are necessary to correct and bring the Facilities into good working condition and to charge the costs of such repairs to Landowner; provided, however, that in no event shall the foregoing be construed as to allow the City to erect any structure of permanent nature on the Property outside of the easement or other areas for the Facilities as sho~n on the Plat. It is expressly understood and agreed that the City is under no obligation to maintain or repair the Facilities and in no event shall this Agreement be construed to impose any such obligation on the City. 6. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, Landowner shall reimburse the City for all such costs and expenses within thirty (30) days of Landowner's receipt of the City's written demand therefor. Any sums not reimbursed to the City within said thirty (30) day period shall accrue interest at the rate of twelve percent (12%) per annum. 7. In the event of the employment of an attorney for the collection of any amount due hereunder or for the institution of any valid suit for the enforcement of any of the terms and conditions hereof, or on account of or for any other reason in connection herewith, Landowner covenants and agrees to pay and reimburse the City for its reasonable attorney's fees incurred in connection therewith. 8. This Agreement imposes no liability of any kind whatsoever on the City and Landowner covenants and agrees to defend, indemnify and hold the City harmless from and against any and all liability, loss, cost, damage and expense (including reasonable attorney's fees) in the event the Facilities fail to operate properly, whether as a result ofimproper design, maintenance or otherwise. 9. This Agreement shall be recorded in the records of the Probate Court of Baldwin County, Alabama and shall constitute a covenant running with the land, and shall be binding on Landowner and its successors and assigns with regard to any interest in the Property, including, without limitation, the Association. It is expressly contemplated hereby that Landowner may convey the Facilities to the Association in which event the Association shall be obligated to perform all duties and obligations of "Landowner" hereunder. FOR INFORMATION ONLY NOT FOR RECORDINGl 0. Landowner represents and warrants to the City that Landowner is the sole and absolute owner of the Property and is properly authorized to enter into this Agreement. 11. This Agreement shall be construed in accordance with the laws of the State of Alabama. 12. This Agreement may be executed in multiple counterparts by original or facsimile signatures, and each such counterpart shall be considered an original, but all of which together shall constitute one and the same agreement. 13. In the event of a default by Landowner hereunder, the City shall be entitled to all rights and remedies provided under applicable state law, including the right of specific performance. 14. This Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. 15. This Agreement shall not be construed more strictly against one party than against the other merely by virtue of the fact that it may have been prepared by counsel for one of the parties, it being recognized that all parties have contributed substantially and materially to the preparation of this Agreement. 16. Each notice, request, and communication required under this Agreement shall be in wntmg. It will be deemed to have been received: (i) on personal delivery; (ii) on the second business day after its deposit for overnight delivery with a recognized overnight delivery service; (iii) ifby facsimile, on receipt of electronic confirmation of its receipt (but only if the facsimile is followed by delivery by United States mail); or (iv) if mailed, on actual receipt (but only if sent by registered or certified mail, with return receipt requested, addressed to the other party's address below): lfto the City: If to Landowner: City of Fairhope, Alabama Attn: Planning Director 555 South Section Street Fairhope, Alabama 36532 Attn: _______ _ Any party hereto may change its address for notice hereunder by giving notice to the other party in accordance with the foregoing. Any such change in address shall be effective ten (10) days following receipt of such notice by the receiving party. 17. Time is of the essence with respect to each obligation of the parties hereto under this Agreement. 18. The foregoing constitutes the entire agreement between the parties with respect to the subject matter hereof and may not be modified or amended except in a writing signed by all of the parties hereto. To the extent that this Agreement differs in any manner whatsoever from prior written or oral agreements regarding the subject matter hereof, or from any documents which are attached hereto, the terms and conditions of this Agreement shall control. [Remainder of Page Intentionally Left Blank] FOR INFORMATION ONLY NOT FOR RECORDINGIN WITNESS WHEREOF, Landowner have caused this Agreement to be executed by and through its duly authorized representatives effective as of the date first set forth above. LANDOWNER: [Insert name of landowner] By: ---::-:----------------Name: -------------As Its: -------------STATE OF _____ _ COUNTY OF ___ _ I, the undersigned Notary Public in and for said County in said State, hereby certify that ________ , whose name as _____ of ____________ , a ________ , is signed to the foregoing instrument and who is known to me, acknowledged before me on this day that, being informed of the contents of the instrument, he/she, as such ______ and with full authority, executed the same voluntarily on the day the same bears date for and as the act of said __________ _ Given under my hand and official notarial seal this __ day of ____ , 2020. {SEAL} NOTARY PUBLIC My Commission Expires: -------- FOR INFORMATION ONLY NOT FOR RECORDINGEXHIBIT A THE VERANDAS LEGAL DESCRIPTION COMMENCE AT A CAPPED REBAR IN PAVEMENT AT THE "LOCALLY ACCEPTED" SOUTHEAST CORNER OF SECTION 11, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA AND RUN THENCE NORTH 00 DEGREES 20 MINUTES 15 SECONDS EAST, ALONG THE EAST LINE OF SAID SECTION 11, A DISTANCE OF 1329.12 FEET TO A MAGNAil IN PAVEMENT AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 11; THENCE RUN NORTH 89 DEGREES 49 MINUTES 05 SECONDS WEST, A DISTANCE OF 33.00 FEET TO A CAPPED IRON PIN ON THE WEST MARGIN OF LAWRENCE ROAD FOR A POINT OF BEGINNING; THENCE RUN NORTH 00 DEGREES 20 MINUTES 15 SECONDS EAST, ALONG SAID WEST MARGIN OF LAWRENCE ROAD, A DISTANCE OF 3946.18 FEET TO A CAPPED IRON PIN ON THE SOUTH MARGIN OF ALABAMA HIGHWAY I 04; THENCE RUN ALONG SAID SOUTH MARGIN OF ALABAMA HIGHWAY 104 THE FOLLOWING DESCRIBED COURSES: NORTH 89 DEGREES 57 MINUTES 32 SECONDS WEST, A DISTANCE OF 635.04 FEET TO A CONCRETE MONUMENT (ALDOT POT ST A. 270+ 11 ); SOUTH 01 DEGREES 52 MINUTES 47 SECONDS WEST, A DISTANCE OF 20.01 FEET TO A CONCRETE MONUMENT (ALDOT POT ST A. 270+ 11 ); NORTH 89 DEGREES 57 MINUTES 32 SECONDS WEST, A DISTANCE OF 1329.31 FEET TO A CONCRETE MONUMENT {ALDOT POT STA. 256+82); NORTH 00 DEGREES 27 MINUTES 59 SECONDS EAST, A DISTANCE OF 20.00 FEET TO A CONCRETE MONUMENT (ALDOT POT ST A. 256+82); NORTH 89 DEGREES 57 MINUTES 32 SECONDS WEST, A DISTANCE OF 1325.73 FEET TO A CAPPED IRON PIN; THENCE DEPARTING SAID SOUTH MARGIN OF ALABAMA HIGHWAY 104, RUN SOUTH 00 DEGREES 08 MINUTES 30 SECONDS EAST, A DISTANCE OF 899.52 FEET TO A CAPPED IRON PIN; THENCE RUN SOUTH 00 DEGREES 04 MINUTES 07 SECONDS WEST, A DISTANCE OF 393.42 FEET TO A CAPPED IRON PIN; THENCE RUN NORTH 89 DEGREES 51 MINUTES 55 SECONDS WEST, A DISTANCE OF 686.84 FEET TO A CAPPED IRON PIN; THENCE RUN SOUTH 00 DEGREES 09 MINUTES 33 SECONDS WEST, A DISTANCE OF 718.67 FEET TO A CAPPED IRON PIN; THENCE RUN SOUTH 00 DEGREES 03 MINUTES 28 SECONDS WEST, A DISTANCE OF 1264.54 FEET TO A CAPPED IRON PIN AT THE NORTHWEST CORNER OF A SUBDIVISION FOR CAL VIN HANSON, AS SHOWN BY MAP OR PLAT THEREOF RECORDED AT SLIDE 861-B, PROBATE RECORDS, BALDWIN COUNTY, ALABAMA; THENCE RUN NORTH 89 DEGREES 48 MINUTES 00 SECONDS EAST, ALONG THE NORTH MARGIN OF SAID SUBDIVISION, A DISTANCE OF 673.17 FEET TO A CRIMP TOP IRON PIPE; FOR INFORMATION ONLY NOT FOR RECORDINGTHENCE CONTINUING ALONG THE NORTH MARGIN OF SAID SUBDIVISION, RUN SOUTH 89 DEGREES 40 MINUTES 12 SECONDS EAST, A DISTANCE OF 694.68 FEET TO A CAPPED IRON PIN; THENCE RUN SOUTH 00 DEGREES 24 MINUTES 27 SECONDS WEST, A DISTANCE OF 660.56 FEET TO A CAPPED IRON PIN; THENCE RUN SOUTH 89 DEGREES 42 MINUTES 24 SECONDS EAST, A DISTANCE OF 629.49 FEET TO A CAPPED IRON PIN AT THE NORTHWEST CORNER OF NORTH STATION SUBDIVISION, AS SHOWN BY MAP OR PLAT THEREOF RECORDED AT SLIDE 2318-E, PROBATE RECORDS, BALDWIN COUNTY; THENCE CONTINUE SOUTH 89 DEGREES 42 MINUTES 24 SECONDS EAST, ALONG THE NORTH MARGIN OF SAID NORTH STATION SUBDIVISION, A DISTANCE OF 667.50 FEET TO A CAPPED IRON PIN; THENCE RUN SOUTH 89 DEGREES 43 MINUTES 55 SECONDS EAST, A DISTANCE OF 664.12 FEET TO A CAPPED IRON PIN; THENCE RUN SOUTH 89 DEGREES 49 MINUTES 05 SECONDS EAST, A DISTANCE OF 631.47 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 316.93 ACRES, MORE OR LESS, AND LIES IN SECTION 11, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA. FOR INFORMATION ONLY NOT FOR RECORDINGEXHIBITB THE ESTATES AT THE VERANDAS OVERALL MASTER PLAN (NOT FINAL RECORDED DOCUMENT) FOR INFORMATION ONLY NOT FOR RECORDING---------------------------------------------------------------------------- 1-----1'' mcxr 23 .... .., • • •• I ,r I•· •H•u•l•II • .. 11 •• UlloC '" ,. ·, ·-.. \. 32 ,.,,,., 33 \: .... .., 34 ; lilt#&, ,$ -----···--p -· -:::l-:::·;··:.:·:.:·.:·_;t:..:::~-----L;.;....----..:.:::-_-- -----., TUT AL A•F.A 111-' AC' Tulall.11t.1 .,a.,.ld• l.14 Sire-J_OIICfttNa. l ".-• Ana j 11 AC U .:!'U l>taulr o_:a \.'NtllAl' SF.tllAL",;:S --.... llltFf .., ..... !SH NlJf'E. A , '"",. ~-• .,a hr iffl&alkd --S 11,....,ar l(U •lllflMC~,.. Acn1 JolllJ,4 The Estates at The Verandas ,tugusf 25.101V U Dewbel1f FOR INFORMATION ONLY NOT FOR RECORDINGEXHIBIT C THE VERANDAS MAINTENANCE PLAN The following plan outlines the ongoing long-term maintenance activities for the stormwater management system components at The Estates at the Verandas subdivision. Note that all stormwater facilities located outside of the City of Fairhope's Right of Way will be subject to the requirements in this maintenance plan. Access to the detention pond is located within recorded common areas. Access to these common areas and easements are from the right-of-way (See Plat for additional information). STORMW ATER MANAGEMENT SYSTEM DESCRIPTION The purpose of the stormwater management system at The Estates at the Verandas, subdivision is to provide a sustainable approach to managing storm water runoff from the developed areas of the site. The stormwater management system at The Verandas utilizes best management practices (bmp). The purpose ofbmp's is to maintain the original site hydrology as much as possible by minimizing surface run-off and reducing the contaminants in the storm water. The system consists of the following components: • DETENTION PONDS The overall development uses a single dry pond to detain the stormwater runoff to the pre-developed runoff rate. The capacity of the pond has been verified through SCS drainage design. The primary maintenance objective of the existing ponds is to maintain the side slopes and prevent siltation of the pond. This is accomplished through regular landscape maintenance and protection of inlets from runoff with high suspended solids. • DRAINAGE STRUCTURES The proposed drainage system includes pipes, inlets, headwalls, and outfall structures. The Property Owners Association shall maintain all drainage features that fall outside of the public right of way. The primary maintenance objective is to prevent any obstructions in the flow of water through the system and maintain the integrity of the structures themselves. This can be accomplished by routine inspection and cleaning of the structures. FOR INFORMATION ONLY NOT FOR RECORDING• GRASS SW ALES The drainage system incorporates the use of road side drainage. The Property Owners Association shall maintain all drainage features that fall outside of the public right of way. The primary maintenance objective is to prevent any obstructions in the flow of water through the swales and maintain the integrity of the swales themselves. This can be accomplished by routine inspection for debris and periodic mowing. • LEVEL SPREADER The Estates at the Verandas incorporates level spreaders in the form of a riprap basin downstream of the detention pond and at direct outfalls. The basin will create diffuse or sheet flow that is evenly distributed. It will help decrease flow velocity and discourage erosive forces associated with concentrated flows. i. Maintenance for the level spreader include the following: 1. Sediment removal. 2. Erosion inspection. 3. Plant removal on level spreader. Be advised that this work is the responsibility of the Home Owners Association or Property Owners. The Engineer assumes no responsibility for either performing this work or verifying that it is being completed. The Homeowners Association or Property Owners shall review Article V Section F 3 a 3b City of Fairhope Regulations, which contains the inspection responsibilities and potential consequences (enforcement action) for not fulfilling the inspection responsibilities. FOR INFORMATION ONLY NOT FOR RECORDINGEXHIBITD THE ESTATES AT THE VERANDAS MAINTENANCE CHECKLISTS FOR INFORMATION ONLY NOT FOR RECORDINGStormwater Pond Inspections and Maintenance Checklist Site Name: ______________ _ Owner change since last inspection? Y N Location: _______________________________ _ Owner Name: ______________________________ _ Address: ________________ _ Phone Number: ________ _ Site Status: _______________________________ _ Date: _____ _ Time: _____ _ Site conditions: ___________ _ Stormwater Pond Type: Wet Pond D Wet ED Pond D Micropool Pond D Dry Pond D Multiple Pond System D Inspection Frequency Key: A=annual; M=monthly; S=after major storms Cl) C >, [', u 'O C 0 u J!lo nl [', • Inspection Items :QC C 'O i CommentsfDescriptlon u Cl) uz s Cl) GI :I g_ iii c'O, ~l UI GI ·-ll , I'll • .5 LI. C >-~z~ --Embankment Vegetation healthy? AIS Erosion on embankment? AIS Animal burrows in embankment? AIS Cracking, sliding, bulging of dam? AIS Drains entering pond blocked or not A/S functionim:i? Leaks or seeps on embankment? A/S Slope protection failure functional? AIS Other (describe) AIS Outfall Structure Box Low-flow orifice functional? AIS Concrete/masonry condition (Cracks A or displacement? $palling?) Outfall pipe in good condition? A Rip Rap Filter Bem in good A condition? FOR INFORMATION ONLY NOT FOR RECORDING-·-ii I --' ,, I .. : u (',-Inspection Items Ii Comments/Description il i~ it ·-Outfall channels function, not A erodinQ? Rip Rap at the end of the outfall pipe in good condition (No signs of A erosionl Other (describe) A Hazards Have there been complaints from M residents? Public hazards noted? M Inspector Comments: Overall Condition of Faclllty: D Acceptable □ Unacceptable If any of the inspection items above are checked "yes" for "maintenance needed," list maintenance actions and the completion dates below: Maintenance Action Needed Due Date The next routine inspection is scheduled for approximately: ________ _ (date) Inspected by: (signature) ________________ _ Inspected by: (printed) _________________ _ FOR INFORMATION ONLY NOT FOR RECORDINGSwales / Grass Channels Inspections and Maintenance Checklist Site Name: _____________ _ Owner change since last inspection? Y N Location: _______________________________ _ Owner Name: ______________________________ _ Address: _______________ _ Phone Number: _________ _ Site Status: _______________________________ _ Date: _______ _ Time: _____ _ Inspector: ___________ _ Inspection Frequency Key: A=annual; M=monthly; S=after major storms CII s~ ""' u 'C C J!I 0 111""'-Inspection Items :c C C 'C 0 Comments/Description U CII Uz $ CIIZ ~6-GI -.!: -g 0 CL Ill II)!! 11~ 111 CII CII .Eu. ~z?::. Debris Removal Facility and adjacent area free of M debris? Inlets and outlets free of debris? M Any dumping of yard wastes into facilitv? Litter (branches) removed? M Vegetation Surrounding area fully stabilized? (no evidence of eroding material M into swale, channel or filter strio) Grass mowed? M Plan composition according to M aooroved plan? FIitration Capacity Clogging from oil or grease? M Facility dewaters between storms? M FOR INFORMATION ONLY NOT FOR RECORDINGGI C >, "' IJ ,, C 0 IJ s-ftlC----Inspection Items = C: C: '0 0 Comments/Description !~ u 0 J!IGIZ 8.~ C '0 -II) [ ·-I Ill 111 GI ftl QI = u. C: >-:Ez~ --Sediment Deposition Swale clean of sediments A Sediment not >20% of swale A desion depth Outfall Ditch Downstream of Outfall Pipe In good condition? A Any evidence of erosion? A Any evidence of blockages? A Has facility been filled or blocked A Inappropriately? Inspector Comments: Overall Condition of Faclllty! □ Acceptable □ Unacceptable If any of the above Inspection Items are checked "yesw for "maintenance needed,w list maintenance actions and their completion dates below: Maintenance Action Needed Due Date The next routine inspection is scheduled for approximately: _________ _ (date) Inspected by: (signature) _________________ _ Inspected by: (printed) _________________ _ FOR INFORMATION ONLY NOT FOR RECORDINGLevel Spreader Inspections and Maintenance Checklist Site Name: ______________ _ Owner change since last inspection? Y N Location: _______________________________ _ Owner Name: ______________________________ _ Address: ________________ _ Phone Number: ________ _ Site Status: _______________________________ _ Date: _____ _ Time: _____ _ Site conditions: ___________ _ Inspection Frequency Key: A=annua/; M=monthly; S=after major storms ~,f <'-§ Inspection Items j-! "'! Comments/Description tJ !1 • I' ' i ,_ .!u. ---Sediment Removal Is there an accumulation of sediment? A Is it functioning properly? A Erosion Inspection Evidence of erosion at or around A soreader? Vegetation Removal Is vegetation present on level M soreader? Is vegetation adversely affecting M soreader? FOR INFORMATION ONLY NOT FOR RECORDINGInspector Comments: _________ Overall Condition of Facility: D Acceptable D Unacceptable If any of the inspection items above are checked "yes· for "maintenance needed," list maintenance actions and the completion dates below: --Maintenance Action Needed ---,Due Date -----~ The next routine inspection is scheduled for approximately: ________ _ (date) Inspected by: (signature) _________________ _ Inspected by: (printed) _________________ _ - VIA E-MAIL ATTACHMENT November 12, 2020 Ms. Casey Hill Dewberry Engineering 25353 Friendship Road Daphne, AL 36526-6278 SD 20.54 The Estates at the Verandas Phase 1 Preliminary Plat Dear Casey, This review package is derived from various components of the City of Fairhope Zoning Ordinance, City of Fairhope Subdivision Regulations, and/or staff recommendations. Attached you will find staff’s comprehensive review checklists for the various requirements of the above-referenced submission. Level of acceptance is indicated with an “x” in the checkboxes in the review checklist. Missing or outstanding items, or items requiring revision and resubmission are further described in the comments section of each item. All comments are indicated in bold italic text in the checklist. Items requiring revision and resubmission or requiring follow-up information are indicted in red bold italic text. Subject application is scheduled for Planning Commission consideration on Monday, December 7, 2020. A response to this letter addressing all outstanding items is required no later than 9:00 AM on Thursday, November 19, 2020. If the deadline passes with no response, the application will be withheld from the agenda due to an incomplete application. The City of Fairhope reserves the right to make additional comments to this application prior to the Planning Commission meeting date. Please feel free to contact me at (251) 929-7436 with questions. I as well as City of Fairhope staff will also be happy to meet with you to discuss the application in greater detail . Respectfully, J. Buford King City of Fairhope Planning and Zoning Department CC: Justin Britt, PE Karin Wilson Mayor (OllflCil Members Kev in G. Boone Robcrr A. Brown Jack Burrell. ACMO Jimmy Conyers lay Robinson Lisa A. Hanks, MMC ao,cterk Michael V. Hinson, CPA my 'Jrcasu~r 161 North Section Stree1 P 0. Drawer 429 Fairhope, Alabama 36533 251-928-2136 251-928-6776 Fax \VW\r.fairhopeal.gt.1\' r·,111t,llcnri.·o\-kdfhll'l'T PRELIMINARY PLAT CHECKLIST 1 Last updated 7/28/2020 Date of review: November 12, 2020 Project: SD 20.54 The Estates at the Verandas Phase 1 Pre-Application Submission Requirements (added to regulations by resolution 2018-03) Article IV, Section B.1a-b. Pre-application Conference and Community meeting a. Pre‐Application Conference – All applications for major subdivisions, village subdivisions and Multiple Occupancy Projects must attend a mandatory pre‐application conference with City staff prior to making application so the developer may become familiar with the comprehensive plan and other rules which may affect the development. A pre‐application conference with the Planning Director and/or his/her authorized agent may be scheduled at the mutual convenience of both parties. b. Community Meeting – After the pre‐application meeting and prior to making application for a major subdivision, village Subdivisions or Multiple Occupancy Project the applicant must conduct a community meeting to solicit public input. (1) Notice of Community Meeting – The applicant shall notify all persons owning property adjacent to any specific property that is the subject of the application stating the date, time, location, nature and subject of the meeting. The location of the meeting shall be at a public facility unless the location of the development makes a public facility impracticable. Names and addresses shall be from the latest records of the county revenue office and accuracy of the list shall be the applicant’s responsibility. Where land adjacent to the subject property involves leasehold property, the names and addresses of the landowner and the leasehold improvements shall be notified. Upon application for a major subdivision, village subdivisions and Multiple Occupancy Projects, the following community meeting information must be provided: i. Copy of notice mailed to neighboring properties for the community meeting stating date, time, location, nature and subject of the meeting. ii. Copy of site plan or other descriptive information discussed iii. Attendance sign in sheet. iv. Meeting minutes ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Minutes of Community Meeting and supporting documents not furnished. Preliminary Plat Submission Requirements Article IV, Section C.1. Two (2) copies of the preliminary plat and two copies of all plans shall be submitted initially for staff review. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section C.1. Following staff review and comments, formal submission of the preliminary plat shall include eighteen (8) copies of the preliminary plat and one (1) copy of all plans. ☐N/A ☐Accepted ☒Follow-up Submittal Cross Reference: Article IV, Section C.1.b.(20) Digital copy of all plans in Adobe PDF format Comments: Staff requests 8 copies of the preliminary plat on 11x17 paper and 1 copy of the revised plans on 24x36 paper reflecting all amendments and revisions required by this review process. Article IV, Section C.1. Preliminary Plat Application Checklist ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: I I I I I I I I PRELIMINARY PLAT CHECKLIST 2 Last updated 7/28/2020 Article IV, Section C.1. Application for Subdivision Plat Approval ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section C.1. Certificate of County Zoning (IF APPLICABLE) ☒N/A with comments ☐Accepted ☐Revise and Resubmit per comments Comments: Subject property is located within unzoned Baldwin County Planning District 14. Article IV, Section C.1. Memorandum of Transmittal for Extra-Territorial Development (IF APPLICABLE) ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section C.1. Certification of Property Owner Notification List ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section C.1.b.(1) Vicinity map at a scale not less than 1: 9600 ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments Article IV, Section C.1.b.(2) Name and location of the proposed subdivision and names and location of any adjacent subdivisions. The name of the proposed subdivision shall not duplicate or closely approximate the name of any other subdivision covered by these regulations. The Commission shall have the final authority to designate the name of the subdivision. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section C.1.b.(3) Names and addresses of the following: • Owner, designer, applicant, and all associated investors • record owners of lands immediately adjacent to subdivision. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Please provide all the associated investors of FST Verandas, LLC. Article IV, Section C.1.b.(4) North point, linear and graphic scales, and date. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section C.1.b.(5) Contour map at two-foot interval. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: I I I I I I I I I I I I I I I I I I PRELIMINARY PLAT CHECKLIST 3 Last updated 7/28/2020 Article IV, Section C.1.b.(6) Blocks and lots with dimensions and bearings for all lot lines and boundaries. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section C.1.b.(7) Building set back lines shall be shown on the plat as required by the zoning ordinance or in absence of zoning, as required by deed restrictions. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: Setbacks in the data table on the preliminary plat do not reflect the setbacks contemplated by the approved village subdivision in Case # SD 20.48. This review assumes of the alternative setbacks are approvd by Baldwin County they will be reflected on the final plat. Article IV, Section C.1.b.(8) Plan and profiles of all proposed utilities with connections (8) Plan and profiles of all proposed utility with connections to existing utility system and all proposed improvements. Approval of private utility connections for water and sewer shall be subject to the standards of Article VIII, Sections E. and G., respectively of the Fairhope Subdivision Regulations, and Chapter 12 of the Code of Ordinances of the City of Fairhope. The applicant shall submit one copy of utility letters stating availability of service. Utility letters and layout must be submitted from electric, water, sewer, phone, trash provider, and gas (if applicable), stating the property may be adequately served by such utility. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Cross Reference: Approval of private utility connections for water and sewer shall be subject to the standards of Article VIII, Sections E. and G., respectively of the Fairhope Subdivision Regulations, and Chapter 12 of the Code of Ordinances of the City of Fairhope. Comments: Utility availability letters are all dated from 2016 and in some cases reflect staff members no longer employed by Fairhope Public Utilities. Please submit new utility availability letters with a current date. Please include a new availably letter from Baldwin County Solid Waste. Penny Hale may be contacted to obtain new Utility Availability letters for Fairhope Public Utilities. Article IV, Section C.1.b.(9) Location/dimensions of lands to be dedicated or reserved for parks, open space or other public use ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section C.1.b.(10) The existing or proposed zoning classification of the subdivision and all contiguous lands. Where there is no zoning in effect, the proposed use of the lots shall be shown on the plat. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Please indicate the proposed use of the lots on both sheets of the plat. Article IV, Section C.1.b.(11) Flow model data submitted to the standards of the COF Water Department. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: Fairhope Public Utilities may have additional comments provided under separate cover. Article IV, Section C.1.b.(12) Street lighting plan ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: Please cross reference Article V, Section D.3.f. for streetlight height limitations. I I I I I I I I I I I I I I PRELIMINARY PLAT CHECKLIST 4 Last updated 7/28/2020 Article IV, Section C.1.b.(13) and Article V, Section D.5.a.(9) Tree protection plan for all required street trees or trees over 20” DBH. Tree protection fences shall be installed prior to land disturbance activities. (See Appendix G) ☐N/A ☐Accepted ☒Revise and Resubmit per comments Cross Reference: Ordinance number 1444, Tree Ordinance Comments: Tree protection details in compliance with Ordinance 1444 not furnished. Article IV, Section C.1.b.(14) Minimum finished floor elevations for every lot. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Not furnished. Article IV, Section C.1.b.(15) Submit a topographic survey with an aerial photograph with plat overlay. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section C.1.b.(16) Pedestrian circulation plan ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: A 10’ wide horse trail easement is noted on drawing C3, however not reflected on the plats. Article IV, Section C.1.b.(17) Site data box including but not limited to: • Total acreage of site • Acreage of common area(s) o Greenspace requirements as amended by resolution 2020-01 effective July 6, 2020Re • Total number of lots (see comment below) • Square footage of each lot • Site Density • Number of units proposed ☐N/A ☐Accepted ☒Revise and Resubmit per comments Cross Reference: Article V, Section C.2. Greenspace requirements as amended. Commentary: If the unit count includes more than 30 dwelling units, a second entrance may be required to comply with the International Fire Code. Comments: Case # 20.48 memorialized the Village Subdivision approval and thus no greenspace is required for subject development. Please add the site density to both sheets of the plat. Further, revise the plat and plans to reflect the additional ingress/egress between lots 11 and 12 to satisfy International Fire Code Requirements. Verify the alternative fire access ingress/egress is capable of supporting a 75,000 lb GVWR vehicle. Indicate if the alternative ingress/egress is gated, and if so, verify a “Knox Box” or similar device will be installed for fire service access. Additionally, note on the plat that grinder pumps are not permitted in subject development as required by Case # SD 20.48. Article IV, Section C.1.b.(18) Applicants shall provide site data and all applicable permits relative to items such as soils, wetlands, flooding, drainage, natural features and potential archeological features. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: A “wetland crossing” is shown within lots 5 and 6. Please provide permitting information for these wetland crossings. I I I I I I I I I I I I PRELIMINARY PLAT CHECKLIST 5 Last updated 7/28/2020 Article IV, Section C.1.b.(19) Maximum drawing size and scale shall be limited to 24"x 36” and 1:100, respectively ☐N/A ☒Accepted ☐Revise and Resubmit per comments Cross Reference: See Article IV, Section C.1. for staff request regarding eighteen (18) copies of drawings in 11x17 format following initial staff review. Comments: Article IV, Section C.1.b.(20) Digital copy of all plans in Adobe PDF format ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Staff requests the digital copy of all plans be in Adobe PDF format supplied on a compact disc. Article IV, Section C.1.c. Street Plan Requirements: (1) Location of existing and proposed streets within and adjacent to subdivision (2) Widths and purpose of existing and proposed rights-of-way (ROW) and easements (3) Clear identification of ROW and location of any street included in Master Plan (4) Proposed curb radii for each street intersection or significant street curves (5) Proposed street names (6) Typical section for proposed streets, centerline profiles of all proposed streets with finish grades, at a scale of: 1"=50' horizontal and 1"=5' vertical, or 1"=100' horizontal and 1"=10' vertical ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section C.1.d. Drainage plan prepared by professional engineer, including proposed method of storm water detention and means of controlling erosion during construction. Any portion of the land in the proposed subdivision subject to periodic inundation by storm drainage, overflow or ponding shall be clearly identified on the plat. Lands lying within the flood plain, V or A Zones, shall be clearly identified on the plat. Storm-water detention facilities shall be shown in the plans and calculations provided. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Cross Reference: Article V, Section F.3.a., b., and c. Comments: Please see Article V, Section F.3.a., b., and c. for additional comments. Staff is concerned about the temporary detention pond that will be located in future lot 42 and how the pond will be decommissioned and returned to pre-development conditions prior to the sale of lot 42. Article IV, Section C.1.e. Engineering Plans: all engineering plans shall be signed and stamped by the registered professional engineer of record. ☒N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section C.1.f. Phased development: where a phased development is proposed, the preliminary plat shall include all phase lines and a master plan showing the continuity of development proposed for the entire project. Each phase shall satisfy the requirements of these regulations individually. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Phase 2 as contemplated by the Village Subdivision Approval, Case # SD 20.48 is not reflected on the plat and this area is marked as “future development”. Please indicate Phase 2 on both sheets of the plat. I I I I I I I I I I I I PRELIMINARY PLAT CHECKLIST 6 Last updated 7/28/2020 Article IV, Section C.1.g. State or County ROW detailed highway improvements plan: If any state right-of-way or any improvement thereon is proposed to be changed or modified, a detailed Highway Improvements Plan, with the written approval of the responsible official of the Alabama Highway Department, showing all existing features within the rights-of-way and all proposed changes, including, but not limited to, changes in traffic patterns, markings, signs, curbs and barriers, neutral zones, signals, warnings, plantings and landscaping. There shall be submitted with and as a part of the Plan a written statement setting forth means proposed for traffic control and safety during construction and for restoration of the site. All of the foregoing shall also apply to rights-of-way controlled by the County, except that the County Engineer's approval shall appear on the Plat to be reviewed by the Planning Commission. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: A ROW highway improvement plan was not submitted. The Traffic Study concluded that a westbound turn lane from SR 104 was not warranted, however the traffic study provided multiple conclusions for an eastbound turn lane from SR 104. For 45 or fewer lots, a turn lane is not recommended. For greater than 45 lots, the turn lane is ultimately not recommended from a practical standpoint, but the traffic engineer ultimately defers to ALDOT for their ruling. Please provide correspondence from ALDOT indicating if the eastbound turn lane will be required and at what stage of development it will be required, with the knowledge that the approved Village Subdivision includes 49 lots. If ALDOT requires the turn lane, provide the highway improvements plan required by this section. Article IV, Section C.1.h. Traffic Data and Traffic Study: Applications shall include trip generation data showing the projected average daily traffic (ADT) in a 24-hour period and projected peak-hour traffic generated by the development in the subdivision application. Peak hour traffic shall generally be the hours between 7 A.M. and 9 A.M. for morning and 4 P.M. and 6 P.M. for the evening and include the consecutive 60 minute segment in which traffic counts are projected to occur. In instances where the proposed application will have peak periods that differ from the general peak periods above, the Planning Commission may require that the analysis be conducted for the alternative peak periods. Trip generation data shall be based on the most recent edition of the Institute of Traffic Engineer’s Trip Generation Manual or actual data about similar developments in Alabama with the same types of uses and site conditions. A traffic study shall be required for all applications that will generate an average daily traffic (ADT) count of 1,000 trips or more, or which will generate 50 trips or more during any peak hour period. An agent selected by the City and paid for by the applicant shall perform the traffic study. The traffic study shall be used to determine what on-site and off-site street or traffic improvements may be necessary due to the development. The Planning Commission may condition the approval of the application on the applicant paying for or constructing those improvements or portions of improvements that are needed due to the traffic impact of the application based on all potential land uses. The traffic study shall include the following data along with an analysis of the data: (1) Estimates of trip generation for the proposed development showing projected inbound and outbound vehicle trips for morning and evening peak periods to identify the maximum combined hourly traffic volume associated with the peaking characteristics of the site development combined with the adjacent street traffic. (2) Projected traffic impact and trip distribution on existing and planned streets within the development and at major signalized and unsignalized intersections within ½ mile of the project site (study area) areas likely to be impacted by the development. Intersections of particular concern to the City may be added or omitted from the traffic study at the direction of the Planning Director; (3) Assignment of trips generated by the proposed development on existing and planned streets within the development and areas likely to be impacted by the development and within the project study area; (4) Intersection turning movements and traffic counts on all existing and planned intersections likely to be impacted by the proposed development. Traffic counts must be less than 3 years old to be used as base volumes for the traffic analysis; (5) Corresponding intersection levels of services shall be calculated for the peak periods for the intersections within the study area, utilizing the Highway Capacity Software (HCS) latest version, or Synchro traffic software, for the existing conditions and opening year of the project site. Intersections shall be considered deficient if Level of Service (LOS) D is exceeded, and improvements to meet this LOS threshold shall be identified; (6) Site access volumes and major unsignalized intersections within the study area shall be evaluated using the Manual on Uniform Traffic Control Devices (MUTCD) to demonstrate the need for installation of a traffic control signal, (7) Auxiliary turn lane requirements shall be evaluated at the site access points to identify if right turn and left turn ingress lanes are needed. Site access points that generate 40 or more right turns in one hour will be required to construct a right turn ingress lane. The need for constructing a left turn ingress lane shall be considered based on the Appendix criteria for left turn lane warrants; (8) Potential mitigating measures or trip reduction options. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: See Article IV, Section C.1.g. for additional comments. I I I I PRELIMINARY PLAT CHECKLIST 7 Last updated 7/28/2020 Article IV, Section C.1.i. List of Names and addresses of all persons to whom notice of a public hearing shall be sent, and the names and addresses of all owners of land immediately adjoining the proposed subdivision as their names appear upon the plats in the county tax assessor’s office, which will be certified or otherwise verified by the County, on the tax records of the County. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Cross Reference: Article IV, Section C.1. Certification of Property Owner Notification List Comments: Article IV, Section C.1.j. The applicant shall post on any specific property, which is the subject of the application, on a sign facing each adjacent public street. The sign shall be furnished by the City at the time of application giving notice of the hearing. The sign shall be posted no later than 15 days prior to the hearing before the Planning Commission. It is the sole responsibility of the applicant to post the sign in accordance with these regulations. Failure to post this sign may result in nullification of the subdivision application and approval. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: Currently this signage is furnished and installed by COF staff. Article IV, Section C.1.k. County Engineer Correspondence In the case of applications for a preliminary plat outside the City limits but within the jurisdiction of these regulations, the applicant shall be required to submit evidence in writing that plans for the subdivision shall have been received by the County Engineer for his/her review. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Cross Reference: Article V, Section A. When lands proposed to be subdivided lie outside the corporate limits of the City, the minimum design standards of Baldwin County shall apply when such standards are more restrictive than those of the City. All approvals of the Commission shall be subject to the more restrictive requirements of Baldwin County and the approval of the County Engineer shall be a condition precedent to approval for construction of improvements. Comments: Article IV, Section C.1.l. Payment of filing fee as specified in the City’s most recent schedule of fees. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section C.2. Staff Review 2. Staff review – Applicants for a preliminary plat shall first submit the preliminary plat and plans to the Planning Director and/or his/her authorized agent for staffs review. The Director shall determine if the submittals meet all of the requirements of Section C.1., above. Incomplete, partial, or inaccurate submittals will not be accepted, but will be returned to applicant for re-submission for a later hearing. Staff shall review the application and provide comments to the applicant. Following staff review and comments the applicant shall submit revised drawings for review by staff and the Planning Commission. The revised plans submitted shall reflect staff’s initial review comments. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Based upon the large quantity of items marked “revise and re-submit” this application may be held over to a future planning commission meeting to allow sufficient time for deficiencies to be addressed. I I I I I I I I I I PRELIMINARY PLAT CHECKLIST 8 Last updated 7/28/2020 Article IV, Section C.5. Pre-Construction Conference 5. Pre-construction Conference – An onsite pre-construction conference with City representatives is required prior to initiation of any land disturbance activities. Construction of said improvements shall in no way obligate the Commission to grant Final Approval of the Plat, nor shall it obligate the City Council to accept such improvements for public maintenance. No owner or developer shall proceed with any site work under authority of preliminary plat approval until the completion of the preconstruction conference. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: For the applicant’s information Article IV, Section C.6. a. and b. Expiration and Revocation 6. Expiration and Revocation - a. Any substantial deviation from the approved submittals during construction or failure to provide for traffic control, safety, environmental protection controls and/or best management practices and restoration of the site shall be grounds for the immediate suspension of the Preliminary Plat Approval and/or issuance of a stop work order. The Planning Commission shall have the power to reinstate Preliminary Approval when it is satisfied that conditions resulting in suspension have been mitigated. b. If a final plat is not submitted within two years or less after preliminary approval has been given, the preliminary approval shall expire and the preliminary plat shall be null, void and of no force or effect. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: For the applicant’s information. I I I I STORMWATER CHECKLIST 1 Last updated 7/28/2020 Date of review: November 12, 2020Project: SD 20.54 The Estates at the Verandas Phase 1 Storm Water Standards Article V, Section F.3.a.(3)(a)(1) Storm Water Standards – Submittal Requirements - Minimum Requirements- Drainage Plan a. Minimum Requirements - All proposed subdivisions shall demonstrate compliance with this Section F., these Regulations, and all applicable state and federal laws and regulations by submitting a minimum of two (2) hard copies and one (1) electronic copy of the following plans and calculations: (1) Drainage Plan with adequate provision for storm and flood water control by channel, conduit or basins, which takes into account the ultimate or saturated development of the tributary area in which the proposed subdivision is to be located, and which includes but shall not be limited to: (a) Contour map of proposed development areas, with both existing and finish contours at not greater than two-foot intervals; (b) Existing drainage systems, including any structures immediately downstream that may be affected by the project; (c) Proposed drainage system, including onsite and offsite drainage areas; (d) Structure location, type and size, slope, c.f.s., elevations of inlet and outlet, velocity, headwater elevation, tail-water elevation, etc., relative to the overall subdivision and/or staged phase of the subdivision; (e) Differential runoff calculations for pre-development and post development conditions; (f) The effect of the subdivision on existing upstream and downstream facilities outside the area of the subdivision; and (g) Other pertinent information necessary for review of the drainage plans as may be required by the Commission. (h) A drainage narrative, including but not limited to, the following: 1. Any and all historical and existing drainage conditions. 2. Name, location, size of receiving watersheds and any special considerations required by the watershed. 3. The calculation method and assumptions used. 4. Discussion of adequacy of volume of retention and drainage design. 5. Method of discharge. 6. How the design takes into account (Section F paragraph 3.b.) the potential for adverse effect. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Cross Reference: Article V, Section F.3.b. Adverse Effects Comments: See Article V, Section F.3.b. “Adverse Effects” for additional comments. Article V, Section F.3.a.(3)(a)(2) Storm Water Standards – Submittal Requirements - Minimum Requirements- Erosion and Sediment Control Plan (2) An Erosion and Sediment Control Plan which includes, but shall not be limited to: (a) Architectural and engineering drawings, maps, assumptions, calculations, and narrative statements as required to accurately describe the development and measures taken to meet the objectives of storm-water management; (b) Data on historical runoff, developed runoff, detention pond details, and method of discharge. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Indicate type “A” silt fence on drawing C2 I I I I STORMWATER CHECKLIST 2 Last updated 7/28/2020 Article V, Section F.3.a.(3)(a)(3) Storm Water Standards – Submittal Requirements - Minimum Requirements- Operations and Maintenance Plan (3) Operations and Maintenance (O&M) Plan and Agreement for maintenance of detention facilities and other storm water quantity and quality BMPs during development and documents providing for continued inspection and maintenance after completion of development and sale of all lots, such documents running as a covenant with the lands. (a) An Operations and Maintenance (O&M) Agreement signed by the developer or owner for any required detention facilities or other storm water quantity and quality BMPs must be submitted with the maintenance plan prepared by the design engineer for each BMP. The maintenance plan must include a description of the storm water conveyance system and its components, inspection priorities, schematics for each BMP, and inspection schedule for each water quantity and quality BMP. The O&M Agreement must be recorded prior to final plans approval. If the final configuration of the storm water system or BMPs differs from the original design on the approved plans, the O&M Agreement must be revised, finalized, and rerecorded. Failure to follow the O&M Agreement could result in enforcement action. (b) The long-term maintenance plan within the O&M Agreement contains the inspection priorities and schedule for the storm water BMPs. The owner is responsible for inspecting the storm water system and BMPs according to the schedule and submitting reports to the Planning Director or his authorized representative every five (5) years to document that inspections have been completed and necessary maintenance has been performed. The first inspection report is due December 31 of the third year after construction has been completed. Inspection reports are then due by December 31 of every fifth year following submittal of the first report. The Planning Director or his authorized representative must be notified of any change in ownership. Failure to file the five year inspection reports and perform required maintenance activities could result in enforcement action. (c) Prior to the full release of the performance bond for any new or substantially improved storm water facilities, an Alabama registered engineer shall submit to the Planning Director or his authorized representative certification that the proposed storm water management system and BMPs for the development are complete and functional in accordance with the approved plans and shall also provide as-built drawings for the storm water management systems and BMPs. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: Please see Article V, Section F.3.a.(3)(a)(6)for additional comments. Article V, Section F.3.a.(3)(a)(4-6) Storm Water Standards – Submittal Requirements - Minimum Requirements (4) Basic Design Data and calculations including routing calculations in legible tabulated form and proof of adequacy of volume of retention and sizing computations for low flow structures. (5) Copy of notice of coverage and storm water pollution plan for coverage under the Alabama Department of Environmental Management for issuance of NPDES Permit, and permits from any other agency, where required; and, (6) Any additional engineering information the City of Fairhope Staff or the Planning Commission deems necessary to make a decision on subdivisions and other development where adequacy of drainage is reasonably questioned. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Staff is concerned about the temporary detention pond that will be located in future lot 42 and how the pond will be decommissioned and returned to pre-development conditions prior to the sale of lot 42. Please provide a revised O&M plan and agreement draft that addresses how the temporary pond will be decommissioned and also clarify if the drainage easements to the temporary pond are also temporary easements. Further, include drawings for the submittal set as well as well as for the O&M plan and agreement describing the decommissioning process. Staff will likely require a note on the plat for phase 2 indicating lot 42 contains a decommissioned detention pond. I I I I STORMWATER CHECKLIST 3 Last updated 7/28/2020 Article V, Section F.3.b. Storm Water Standards – Submittal Requirements - Adverse Effects b. Adverse Effects - Where it can be reasonably anticipated that additional quantity or velocity of runoff from development of a subdivision will overload existing downstream drainage facilities, approval shall be withheld until there is submitted to the Commission a plan to mitigate damage to downstream property which would or might result from the subdivision under consideration. Downstream drainage structures should be considered when sizing detention outfall structures, with proof of this submitted to the Commission. The hydraulic elevations resulting from channel detention shall not adversely affect adjacent properties. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Please revise the drainage calculations narrative to include a statement indicating the drainage system will not create downstream adverse effects. Article V, Section F.3.c. Storm Water Standards – Submittal Requirements - Additional Engineering Plans and Calculations c. Additional Engineering Plans and Calculations - (1) In every case where new streets are to be constructed, and in cases where subdivisions provide frontage only upon existing right-of-way and there exists in the opinion of the Commission the potential for damage from uncontrolled storm-water runoff, the project engineer shall include in his plans the design and calculations required for adequate control of stormwater. (2) For projects not exceeding 200 acres, routing calculations shall be in legible tabulated form. Proof of adequacy of volume of retention and sizing computations for low flow structures shall be submitted. For projects exceeding 200 acres, the engineer shall provide detailed, documented verification of adequacy of design. (3) No proposals for under-sizing shall be submitted except with plans and profiles of the entire undersized downstream area with convincing evidence that the hydraulic gradients proposed will not adversely affect existing facilities maintained by the City or County. (4) A special design drawing shall be submitted for any single drainage structure of 20 square feet in area, or larger. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: I I I I STORMWATER CHECKLIST 4 Last updated 7/28/2020 Article V, Section F.3.d. Storm Water Standards – Submittal Requirements - Certifications and Seals d. Certifications and Seals – (1) All plans, and design calculations submitted shall bear the seal, original signature, name, address and telephone number and certification of the project engineer, who shall be registered to practice as a Professional Engineer in the State of Alabama and who is qualified by reason of education and experience in the field of storm water design. (2) The engineer shall seal and sign each sheet of the plan assembly. (3) The engineer shall affix his certification to the first sheet of each plan assembly and design calculation, which certificate shall read substantially as follows: "ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number _________, 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 the Fairhope Subdivision Regulations and to all other rules, regulations, laws, and ordinances applicable to my design. ______________________________ Project Engineer ___________________________ Date ______________________________________________________ Name of Project to which this Certificate Applies Plans which are certified consist of Page _____ thru_____, each of which bears my seal and signature." (4) The calculations, construction plans, and plat shall have the following statement: “A property owners association (POA) is required to be formed. The POA is required to maintain any and all storm water facilities and structures located outside of the publicly accepted right-of-way”. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: I I STORMWATER CHECKLIST 5 Last updated 7/28/2020 Article V, Section F.4.a.-f. Storm Water Standards – Stream Buffers a. An undisturbed streamside buffer (buffer) is an area along a shoreline, wetland, or stream where development and redevelopment is restricted or prohibited. The primary function of the buffer is to physically protect and separate a stream, lake, bay, or wetland from future disturbance or encroachment. Buffers can provide storm water management and sustain the integrity of stream ecosystems and habitats. Buffers can be applied to new developments and redevelopment by establishing specific preservation areas and providing management of the buffers through easements or homeowner’s associations. For existing developed areas, an easement is typically required from adjoining landowners. Waivers in accordance with Article VII may be requested if the developer or landowner can demonstrate hardship or unique circumstances that make compliance with the buffer requirement difficult. b. A buffer layer in the City’s GIS system has been developed to show buffer limits along streams within the City’s planning jurisdiction. The following Buffer widths used to develop the buffer layer for streams, are shown in the following table and are measured from the top of bank as defined in Article II of these sub- regulations. Buffer widths for ponds, Mobile Bay, jurisdictional wetlands as determined by the Alabama Department of Environmental Management and the Army Corps of Engineers, and any lakes, ponds, and isolated wetlands are also shown in the table. The buffer requirement applies to streams beginning at a point where the drainage area is 100 acres or greater. Feature Buffer Width (feet) Fish River 100 Other Watersheds 50 Mobile Bay 50 Wetlands (Jurisdictional and Isolated) 30 Ponds/Lakes/Isolated wetlands 30 c. The buffer applies to all properties except those properties that are an existing lot of record and/or included on an approved preliminary subdivision plat (as of appropriate date). d. Allowable uses in the buffer include: flood control structures; utility easements as deemed necessary and approved by the Planning Director or his authorized representative; natural footpaths; greenways, paved roadways; pedestrian and bikeway crossings perpendicular to the streamside including approaches, dock and ramp access, and other uses as determined by the Planning Director or his authorized representative. All buffer disturbances associated with allowable uses shall be to the minimal extent practicable and all disturbed areas shall be stabilized as soon as possible. e. The vegetated target for the buffer shall be undisturbed natural vegetation. Any of the allowable uses shall be designed and constructed to minimize clearing, grading, erosion, and water quality degradation. f. Land in the buffer shall not be used for principal structures and accessories, such as swimming pools, patios, etc. All new platted lots shall be designed to provide sufficient land outside of the buffer to accommodate primary structures. Buffers should be delineated before streets and lots are laid out to minimize buffer intrusion and to assure adequate buildable area on each platted lot. Land within the buffer can serve to meet the minimum lot requirements. ☐N/A ☒Accepted ☒Revise and Resubmit per comments Comments: I I STORMWATER CHECKLIST 6 Last updated 7/28/2020 Article V, Section F.4.h.-j. Storm Water Standards – Stream Buffers (Continued) h. In order to maintain the functional value of the buffer: dead, diseased, or dying trees that are in danger of falling and causing damage to dwellings or other structures may be removed at the discretion of the landowner; debris in the buffer that is a result of storm damage may be removed; and, invasive plant species may be removed if they are replaced by native species. A buffer restoration plan must be approved by the Planning Director or his authorized representative. i. Stream boundaries including each buffer zone must be clearly delineated on all grading plans, subdivision plats, site plans and any other development plans. The outside limit of the buffer must be clearly marked on-site with permanent signs placed every 100 feet prior to any land disturbing activities. Stream and buffer limits must also be specified on all surveys and recorded plats and noted on individual deeds. Buffer requirements must be referenced in property owner’s association documents and shall be labeled on the plat. j. When a landowner or his representative obtain permits from ADEM or the Army Corps of Engineers that results in impacting the buffer then approved mitigation of these impacts based on the permit conditions supersede the applicable components of the buffer requirements in areas covered by the permit. The buffer requirements for areas not covered by the permit shall be applicable to the remainder of the proposed development site. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: As a condition of approval, staff will memorialize the proposed wetland buffer sign depicted on drawing B2 is adequate and shall be installed at 100’ intervals prior to issuance of a land disturbance permit. The City of Fairhope Code Enforcement officers shall be granted right of entry into the site to verify wetland buffer signs are in place. Subject property is located within the permit jurisdiction of the City of Fairhope, and ordinances 1423 (red soil) and 1370 (wetlands) are also applicable. Article V, Section F.5.a. Storm Water Standards – Flow Control-Scope of Design a. Scope of Design - All subdivisions or other developments shall be provided with adequate storm water drainage facilities. The project engineer shall provide a design adequate to control storm water peak flows, runoff volume and velocity in accordance with paragraph 7 of this section. In general, the project engineer shall use design storm criteria based on the site-specific conditions that relate to protection of life and property. Culverts shall generally accommodate a 25-year storm frequency under arterial roadways; drainage systems within subdivisions should accommodate a 2 through 25-year storm frequency; bridges shall accommodate a storm frequency of 50 years. When recommended by City of Fairhope staff, the Planning Commission may require a storm frequency design as great as 100 years. (1) There shall be no storm water pumps. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: I I I I STORMWATER CHECKLIST 7 Last updated 7/28/2020 Article V, Section F.5.b. Storm Water Standards – Flow Control-Design Standards and Calculations b. Design Standards and Calculations - The method of determining storm water runoff, plans, and designs shall be based on principles of good engineering practice and the following standards: (1) Calculations shall be based on the Rational Method (Q=cia) for small basins, up to 100 acres, where: Q=estimated peak discharge in cubic feet per second c=coefficient of runoff (from table below) I=rainfall intensity, inches per hour, for a design storm derived from the time of concentration tc = time of concentration in minutes, from figure 4-13 of the Alabama Department of Transportation of Hydraulic Manual, included in Appendix D. a=drainage area in acres Recommended values for “c” may be found in table 4-2 of the Alabama Department of Transportation Hydraulics Manual, included in Appendix E. It is recommended that the intensity, “I” be obtained from the Intensity-Duration-Frequency curve for Mobile produced by the National Weather Service. (2) When the proposed development lies within a large watershed where flows from upstream drainage areas are passing through the proposed development, a rainfall-runoff model such as the Soil Conservation Service (SCS) technical release 20 (TR-20) should be used to calculate offsite flow. Flow should be calculated using a 25-year, 24-hour rainfall, the depth of which can be obtained from SCS Technical Release 55 (TR-55). This flow shall be taken into account when designing detention outfall structures if the upstream flow passes through the proposed detention pond. The effects of (and on) upstream and downstream ponds in the watershed shall be analyzed. (3) All proposed conduits or channels shall be of sufficient capacity to accommodate potential runoff from developed area, including the entire upstream drainage area. The project engineer shall include in his submittals evidence that he has included in his design the tributary area(s). If an existing channel runs through a proposed development, the engineer must consider this flow when designing detention and outfall structures. (4) In general, inlets shall be provided so that surface water is not carried across any intersection, or for a distance of more than 600 feet in the gutter. When calculations indicate that gutter capacities are at maximum, catch basins shall be used to intercept the flow at that point. (5) Open channels and ditches shall be so designed as not to create a traffic hazard or to cause erosion. The minimum slope for paved ditches shall be 0.5 percent and for non-paved ditches shall be one percent. Maximum design flow velocities shall conform to the current edition of the Alabama Highway Department Hydraulics Manual. (6) Cleanout access shall be provided at a maximum spacing of 300 feet for pipes 24 inches or less in diameter and 400 feet for pipes exceeding 24 inches. Cleanouts shall also be provided at each change in line and grade. (7) Concrete box culverts shall be designed and constructed according to requirements of the Alabama department of Transportation Standard Specifications for Highway Construction, current and the Alabama Department of Transportation Special Standard Highway Drawings. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Cross Reference: Alabama Highway Department Hydraulics Manual, Alabama Department of Transportation Standard Specifications for Highway Construction, Alabama Department of Transportation Special Standard Highway Drawings. Comments: The non-paved ditches depicted on drawing B2 each side of the travel lanes are 4:1, or 25% side slopes, thus exceeding the requirements of this section. If the unpaved ditch side slopes are acceptable to the Baldwin County Highway Department, a waiver from this requirement may be submitted to the Fairhope Planning Commission. I I STORMWATER CHECKLIST 8 Last updated 7/28/2020 Article V, Section F.5.c.-d Storm Water Standards – Site Facilities and Conformity with Other Standards c. Site Facilities – (1) The developer shall be required to carry away, by pipe or open channel, any spring or surface water existing prior to or as a result of the subdivision. Adequate provisions shall be made within each subdivision for drainage facilities required. (2) Where a public storm water system is available, the developer shall be required to connect his facilities thereto. If no public outlet exists, the project engineer shall recommend means to adequately dispose of storm water runoff. (3) The storm and sanitary sewer plans shall be made prior to other utility plans. (4) The storm water system shall be separate from and independent of any sanitary sewer system. d. Conformity with Other Standards - All drainage facilities shall be constructed in conformity with state specifications and all other state and federal laws and regulations. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article V, Section F.5.e.-f. Storm Water Standards – Flood Prone Areas and Lands Outside the City e. Flood Prone Areas – (1) Low lying lands along watercourses subject to flooding or overflowing shall be included in the drainage and shall not be available for improvements except as specifically authorized by the City’s flood control ordinance. (2) Low areas subject to periodic inundation and areas subject to excessive erosion shall not be developed or subdivided unless and until the Planning Commission may establish that: The nature of the land use proposed would not tend to be damaged appreciably by water; The area may be filled or improved in such a manner as to prevent periodic inundation; Minimum floor elevations may be established such as to prevent damage to buildings or structures; There is adequate provision to eliminate such flooding. f. Lands Outside the City - Within the extra-territorial jurisdiction of the Fairhope Planning Commission, all engineering plans shall be subject to the more restrictive requirement of these provisions or of Baldwin County's Storm Water Management Plan. In those areas, the County Engineer's review shall be completed and his certificate of review shall accompany all plans submitted to the Commission. The following outline is provided to help insure that certain critical elements of design are in compliance with the objectives of design: (1) Volume of retention for entire project (2) Tributary (Q) peak runoff to basin (3) Balanced maximum outflow rate from low flow structure (4) Ratios of inflow to outflow (differential rates) (5) Sizing of overflow facilities (6) Stability of dikes (7) Safety features (8) Maintenance features ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Cross Reference: Baldwin County Storm Water Management Plan Comments: No flood prone areas appear to exist on subject property as indicated on the Alabama Office of Water Resources Flood Plain map viewer. I I I I STORMWATER CHECKLIST 9 Last updated 7/28/2020 Article V, Section F.6. Storm Water Standards – Erosion Control Erosion Control - a. Surface water runoff originating upgrade of exposed areas shall be controlled to reduce erosion and sediment loss during period of exposure. All land disturbing activities shall be planned so as to minimize offsite sedimentation damage. b. No grading or earth moving operations shall commence until erosion and sedimentation control measures shall have been implemented. c. All disturbed areas shall be stabilized as quickly as is practicable with permanent vegetation and erosion/sediment control measures. The duration of exposure to erosive elements shall be kept to a minimum. d. Detention ponds shall be stabilized by means of grassing, sodding, erosion control netting, or a combination thereof. Sediment shall be removed from the pond prior to acceptance, and any disturbed areas shall be re- grassed. The use of red clay as a means of stabilizing detention ponds is prohibited. e. Temporary vegetation and/or mulching shall be provided protect exposed high-risk erosion areas during development. f. When the increase in peak rates and velocity of storm water runoff resulting from a land disturbing activity is likely to cause damaging accelerated erosion of the receiving channel, plans shall include measures to control velocity and rate of release so as to minimize damage to the channel. g. No land disturbing activity shall be permitted in proximity to a lake, natural watercourse or adjacent property unless a buffer zone is provided along the boundary thereof to confine visible siltation and to prevent erosion; provided, however, that this prohibition shall not prevent such activity undertaken as a part of the construction of such lake or watercourse channel. h. The angle for graded slopes and fills shall not exceed that which can be retained by vegetation cover or other adequate erosion control methods. Provision shall be made for planting or otherwise protecting slopes within the shortest possible time from exposure thereof. i. Erosion and sedimentation control measures, structures and devices shall provide control from the calculated post-development peak runoff. Runoff rates and computations may be calculated from procedures contained in the “National Engineering Field Manual for Conservation Practices” and shall be based on rainfall data published by the National Weather Service for the area and/or official local records. j. Engineer shall provide for permanent protection of on-site or adjacent stream banks and channels from the erosive effects of increased velocity and volume of storm-water runoff resulting from land disturbing activities. k. Erosion and sediment control plans and details shall be based on the current edition of the “Alabama Handbook for Erosion Control, Sediment Control and Storm Water Management on Construction Sites and Urban Areas”. Erosion control plans shall be prepared by a certified professional in erosion and sediment control such as a Certified Professional in Erosion and Sediment Control (CPESC). ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Cross Reference: National Engineering Field Manual for Conservation Practices and Alabama Handbook for Erosion Control, Sediment Control and Storm Water Management on Construction Sites and Urban Areas Comments: For the applicant’s information. I I STORMWATER CHECKLIST 10 Last updated 7/28/2020 Article V, Section F.7.a. Storm Water Standards – Detention and Retention Facilities a. The purpose of storm water retention and detention is to protect downstream properties from increases in flood heights due to development. A combination of storage and controlled release of storm water shall be required for road construction, non-residential developments of one acre or more, multi-family residential developments of one acre or more, and single-family developments of three acres or more. The requirement for a combination of storage and controlled release of storm water is not required for minor subdivisions; however, if the Planning Commission deems that the intensity of the development could cause off-site storm water flow impacts during or after development, a combination of storage and controlled release shall be required. (The effective acreage for a project is not limited to a fractional part of the total concept; even though developed in phases, it is the total area of the conceptual plans which governs.) Storage and controlled release facilities may be required on smaller projects if it is determined in the Planning Commissions discretion that the intensity of the development could cause off-site storm water flow impacts during or after development. The retention or detention (whenever detention requirements are addressed by these regulations, requirements also apply to retention facilities) facilities must be designed to control peak flow from the outlet of the site such that post-development flows are equal to or less than pre-developed peak flows for the 2-year, 5-year, 10-year, 25-year, 50-year and 100-year design storms. However, detaining the discharge from a site can sometimes exacerbate flooding downstream due to peak flow timing and/or the increased volume of runoff coming from a site. If detention facilities are indiscriminately placed in a watershed and changes to the peak flow timing are not considered, the detention facility may result in an increase of the peak flow downstream. Another impact of new development is an increase in the total runoff volume of flow. Thus, even if the peak flow is effectively attenuated, the longer duration of higher flows due to the increased volume may combine with downstream storm water conveyance systems to increase downstream peak flows. Applicant must demonstrate through hydrologic analyses that the detention facility will not exacerbate flooding downstream. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: As mentioned previously, staff is concerned about the temporary detention pond and is further concerned about the pond’s existence should Phase 2 not be constructed. Staff may include a condition of approval that if phase two preliminary plat approval is not attained in a specified time period that the screening and buffering requirements of Ordinance 1444 shall be applied to the pond, or, the pond shall be limited to a depth of two feet and sodded both on the floor of the pond and side slopes as contemplated by Ordinance 1444. I I STORMWATER CHECKLIST 11 Last updated 7/28/2020 Article V, Section F.7b.- e. Storm Water Standards – Detention and Retention Facilities (Continued) b. Such facilities shall be owned, operated and maintained by the development entities and shall not be accepted for inspection and maintenance by the City of Fairhope. The burden shall be on the developer and his engineer to provide evidence in support of any proposal to alter or modify the requirement for detention. Storm water runoff from new development or significant redevelopment must not adversely affect downstream properties. In determining whether runoff from the new development or significant redevelopment causes an adverse impact, the following procedures will be used: (1) Attenuate post-development peak discharges to a level not to exceed the pre-development discharges for the 2-year through 100-year recurrence intervals. (2) Apply the “ten percent” rule. This rule is based on the premise that at a point downstream of a development site where the drainage area above the development is 10 percent or less than the total drainage area at a point downstream of the development; then impacts related to storm water runoff from the development are minimal from this point downstream. This rule recognizes that in addition to controlling the peak discharge from the outlet of a detention facility, these facilities change the timing of the entire outflow hydrograph for the stream or river in question. Where required, channel routing calculations must proceed downstream to a confluence point where the drainage area being analyzed represents ten percent or less of the total drainage area. At this point, if the effect of the hydrograph routed through the proposed storage facility on the downstream hydrograph is assessed and shown not to increase flows in downstream hydrographs, detention can be waived. If increased flows are found, then backwater calculations and determination of flood elevations for the areas impacted by increased flows, if any, must be prepared. Where downstream increases in peak flows or flood elevations are shown, detention will be required on site to attenuate storm water runoff from post-development to pre-development rates. In the event that the City has developed a Comprehensive Plan for the area, the recommendations within the Comprehensive Plan will establish the requirements for detention. The City retains the right to require detention in areas of known flooding when detention will not exacerbate downstream flooding. (3) The release rate from any detention facility should approximate that of the site prior to the proposed development for the 2-year through 100-year storm events, with emergency overflow capable of handling at least the 100-year peak discharge except where waived or altered by the Planning Commission. Design of the detention pond shall be to insure that detention facilities will survive overtopping occurring for any reason, including clogging of controlled outlets for the 100 year storm event. Detention systems must be constructed during the first phase of major developments to eliminate damage to adjacent properties during construction. In this regard, the detention systems shall be designed to function as sediment traps and cleaned out to proper storage volumes before completion. If deposition of sediment has occurred, detention systems must be restored to their design dimensions after construction is complete and certified as part of the as-built submittal. c. Detention facilities shall be provided with obvious and effective control structures. Plan view, sections and details of the structure shall be included in submittals. Sizing of the low flow pipe shall be by inlet control or hydraulic gradient requirements. Low flow pipe shall be not smaller than eight inches in diameter, except in parking lot and roof retention where the size shall be designed for the particular application as approved by the Commission. d. The overflow opening or spillway shall be designed to accept the total peak runoff of the improved tributary area. Proper engineering judgment, with 25-year, 50-year or greater storm frequencies considered, shall be exercised in secondary routing of discharge greater than the basic design storm for the protection of downstream properties. e. Aerators are required for all retention ponds. The Public Works Director shall approve the specifications for said aerator. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Please revise the drainage calculations narrative to include a statement verifying compliance with the 10% rule. I I STORMWATER CHECKLIST 12 Last updated 7/28/2020 Article V, Section F.8.a.-d. Storm Water Standards – Post Development Water Quality Best Management Practices a. Storm water quality BMPs for new development and significant redevelopment are required for projects that disturb three acres or more or subdivisions with four or more lots. (The effective acreage for a project is not limited to a fractional part of the total concept; even though developed in phases, it is the total area of the conceptual plans which governs). The BMPs must be designed to achieve the goal of removing at least 80% of the average annual post-construction total suspended solids (TSS) load. The storm water quality BMPs will be considered in compliance with this requirement if; (1) BMPs are sized to capture and treat the water quality treatment volume, which is defined as the runoff volume resulting from the first 1.8 inches of rainfall from a site; and, (2) Appropriate structural storm water BMPs are selected, designed, constructed, and maintained. Storm water quality BMPs may be required on smaller projects if it is determined in the Planning Commission’s discretion that the intensity of the development could cause off-site storm water impacts during or after development. b. The storm water quality treatment goal is designed to capture 85% of the annual storm water runoff. Storm water quality BMPs must be designed to treat the runoff from the first 1.8 inches of rainfall. Each site’s storm water quality treatment volume is also based on its percent impervious cover. The treatment standard is the same for all sites unless other secondary pollutant reduction goals are established by ADEM; for instance, through the establishment of Total Maximum Daily Loads (TMDLs). The storm water quality treatment methodology to determine treatment volume is as follows: WQv = P × Rv ×A/12 Where: WQv = water quality treatment volume, acre-feet P = rainfall for the 85% storm event (1.8 inches) Rv = runoff coefficient (see below) A = drainage area in acres Rv = 0.015 + 0.0092I I = drainage area impervious cover in percent (50% imperviousness would be 50) c. This storm water quality treatment goal is designed to give the developer flexibility in meeting the 80% TSS reduction goal on each site. BMPs may be selected to meet the storm water quality requirements in numerous ways through the application of low-impact site design and layout, non-structural BMPs, and structural BMPs. d. The City encourages use of low-impact site design practices that reduce the impact of development on storm water quality and quantity. Low-impact site design practices are meant to: (1) Minimize the impervious cover on a site, (2) Preserve the natural infiltration ability of the site, (3) Route storm water to “micro controls,” such as rain barrels, rain gardens, etc. that treat small portions of site storm water from the site, and, (4) Minimize long-term BMP maintenance by preserving and using natural features of the site. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Please revise the drainage calculations narrative to reflect the water quality treatment volume calculations required by this section. I I STORMWATER CHECKLIST 13 Last updated 7/28/2020 Article V, Section F.8.e.-g. Storm Water Standards – Post Development Water Quality Best Management Practices (Continued) e. A developer should consider low impact site design practices early in the design process in an effort to reduce the overall water quality treatment volume requirement. These practices tie directly into the storm water quality program, the WQv calculation, and/or the storm water treatment volume. These practices should only be implemented when not in conflict with other City regulations. f. Structural storm water controls, or Best Management Practices (BMPs), are engineered structures designed to treat storm water or mitigate the impact from storm water runoff. The following table presents a pre-approved listing of structural BMP practices. These BMPs have been assigned a TSS removal capability, based upon existing research, and can be used by developers to meet the pollutant reduction goal of 80% TSS removal. The structural BMPs have been divided into two categories: (1) General application BMPs are assumed to achieve the 80% TSS reduction. (2) Limited application BMPs which have to be used in combination with other BMPs to achieve the 80% reduction goal. These BMPs may not be applicable for certain sites and require frequent intensive maintenance to function properly. Pre-Approved BMPs BMP Removal Efficiency for Total Suspended Solids (TSS) Structural Control TSS Removal (%) General Application BMPs Wet Pond 80 Storm Water Wetland 80 Bioretention Area* 80 Sand Filter 80 Enhanced Swale 80 Limited Application BMPs Filter Strip 50 Grass Channel 50 Organic Filter 80 Underground Sand Filter 80 Submerged Gravel Wetland 80 Infiltration Trench 80 Gravity (Oil/Grit Separator) 40 Proprietary Structural Control Varies Dry Detention Basin 60 g. The increase in the frequency and duration of bank full flow conditions in stream channels due to development is the primary cause of accelerated streambank erosion and widening and downcutting of stream channels. Therefore, streambank protection criterion applies to all development sites for which there is an increase in the natural flows to downstream feeder streams, channels, ditches, and small streams. On-site or downstream improvements may be required for streambank protection, easements or right -of-entry agreements also may need to be obtained. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments *Cross Reference: Section 20.5-17 (1) and (2) Ordinance 1444 Tree / Landscape Ordinance Required Native Plants for Bio Retention/Detention Use Comments: BMPs to be incorporated into the project are indicted above in yellow. I I I I I I I I I I I STORMWATER CHECKLIST 14 Last updated 7/28/2020 Article V, Section F.8.h.-i. Storm Water Standards – Post Development Water Quality Best Management Practices (Continued) h. The developer should determine if existing downstream streambank cover is adequate to convey storm water velocities for post-development conditions. This can be accomplished by first obtaining post-developed velocities for the “Streambank Protection” 2-year storm event in the downstream conveyance system. These velocities are then compared to the allowable velocity of the downstream receiving system. If the downstream system is designed to handle the increase in velocity as a result of the proposed development, the developer should provide all supporting calculations and/or documentation to demonstrate that the downstream storm water conveyance system will not be compromised as a result of the development. (1) If the increased velocities are higher than the allowable velocity of the downstream receiving system, then the developer may choose to reinforce/stabilize the downstream conveyance system. The proposed modifications must be designed so that the downstream post-development velocities for the 2-, 5-, 10-, and 25-year storm events are less than or equal to either the allowable velocity of the downstream receiving system or the predevelopment velocities, whichever is higher. The developer must provide supporting calculations and/or documentation that downstream velocities do not exceed the allowable range once the downstream modifications are installed. (2) The developer may use on-site controls to keep downstream post-development discharges at or below allowable velocity limits. The developer must provide supporting calculations and/or documentation that the on-site controls will be designed such that downstream velocities for the three storm events are within an allowable range once the on-site controls are installed. (3) Another approach to meet the stream bank protection requirement is to provide 24 hours of extended detention on-site, for post-developed storm water runoff generated by the 1-year, 24-hour rainfall event (4.5 inches) to protect downstream channels. The required volume for extended detention is referred to as the Streambank Protection Volume (SPV). The reduction in the frequency and duration of bank full flows through the controlled release provided by extended detention of the SPV will reduce the bank scour rate and severity. i. Stormwater BMPs with either a permanent pool of water or that will hold storm water for an extended period of time can potentially provide mosquito breeding habitat. However, if structural BMPs are properly designed, installed, and maintained, mosquito problems can be minimized. BMPs with open water (such as storm water ponds) shall require aeration for mosquito control. The Public Works Director shall approve the specifications for the aerator. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: This review assumes that if downstream adverse effects have been mitigated, then streambank protection required by this section is accomplished. I I STORMWATER CHECKLIST 15 Last updated 7/28/2020 Article V, Section F.9. Storm Water Standards – Location and Easement a. Drain-ways, whether conduit or open channel, shall be located within the right-of-way insofar as is practicable. b. Where topography or other conditions render impracticable the inclusion of drainage within road rights-of- way, perpetual unobstructed easements not less than fifteen (15) feet in width shall be provided across the property with access to the road right-of-way. Such easements shall be clearly delineated on the plat as areas dedicated to public use as drainage easements, with provision for maintenance by the landowners. The City shall not maintain such easements. c. Off premises drainage easements and improvements lying outside the proposed subdivision may be required of the Owner to handle runoff into a natural drainage channel. d. Where a subdivision or development is traversed by a watercourse, drainway, channel or stream, there shall be provided a storm-water easement conforming substantially to the lines of such water course and of such width and construction as is adequate for the intended purpose, including maintenance operations. e. No storm water detention shall be located in public right-of-way for any private development. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Please reflect the easements for the watercourses within the proposed development on the various plats. Article V, Section F.10. Storm Water Standards – Maintenance a. Acceptance for maintenance by the public of lakes or ponds which constitute a part of storm water drainage control is generally prohibited by storm water provisions herein. Any decision to the contrary must originate with the City Council. b. Maintenance outside the street right-of-way shall be the responsibility of the legal entity established by the developer for the continued maintenance of common areas. No formal acceptance of streets and utilities shall be made by the City Council and no building permits shall be issued until developer has made provisions for continued maintenance of such common areas, including off-street drainage and detention. As part of the final plat submittal, the owner/developer shall verify in writing that a legal entity shall be responsible for continual maintenance. In the extra-territorial jurisdiction where street acceptance is the County's responsibility, the County Engineer may decline to sign approval for recording of plat unless maintenance provisions meet his approval. c. All erosion and sedimentation protection facilities shall be regularly maintained as required to insure that they function effectively. d. Means for perpetual and periodic maintenance of the facilities shall be established by the owner of the development as a condition prerequisite to approval of the development by the Commission. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: For the applicant’s information. See comments related to the O&M Plan and agreement in other sections. I I I I STORMWATER CHECKLIST 16 Last updated 7/28/2020 Article V, Section F.11.a.-e. Required Use of Low Impact Development (LID) Techniques a. The use of LID techniques is required and is to be determined from an entire site development perspective by the engineer of record for the project. The design and integration of LID techniques shall promote the health, safety, and general welfare of the community and shall be designed to work in a complimentary fashion with the drainage plan for the proposed development. The LID techniques are required within the municipal limits of the City of Fairhope and the planning jurisdiction of the City of Fairhope based on the rain events experienced in the area, geology, slopes, and other natural features. The design engineer is encouraged to submit additional LID based techniques to be utilized in the proposed development. b. The use of LID techniques is required in any and all proposed developments where the stormwater regulations apply. The design engineer shall rely on verifiable professional engineering judgment on which LID techniques to deploy in each proposed development based on the particular characteristics of the subject property. The intent of the requirements for the use of LID techniques is that the development shall implement as many LID techniques as practical and appropriate for the development. Plans and calculations shall show the efficacy of each LID technique and include a quantitative analysis of their performance. Plans shall clearly identify each LID technique on a grading and drainage plan with appropriate details and cross-references to the drainage calculations. c. If a project, due to the natural characteristics of the property, cannot successfully implement any LID techniques the applicant may submit a waiver request for consideration. The waiver request shall be submitted at the time of the application and provide verifiable engineering documentation that LID techniques cannot be used. The City shall have the right, but not the obligation, to engage such third party engineers, consultants and other professionals as necessary and appropriate to advise the City as to whether a particular application complies with and is otherwise in concert with this subsection 10 (a “Third Party Professional”). In the event the City engages a Third Party Professional in connection with a particular application, the City will forward all application materials to the Third Party Professional along with a request for a cost estimate from the Third Party Professional for his/her role in the review of such application. Upon presentation by the Third Party Professional of a cost estimate to the City, the City shall provide same to the applicant, and the applicant shall deposit with the City a cash sum equal in amount to the cost estimate of the Third Party Professional (the “Cash Deposit”). Upon completion of all work by the Third Party Professional relative to such application and payment by the City of all fees and expenses of the Third Party Professional from the Cash Deposit, if any portion of the Cash Deposit remains, the City shall refund it to the applicant. If the Cash Deposit is insufficient to pay the fees and costs of the Third Party Professional, the applicant shall immediately remit to the City such funds as are necessary to make up any shortfall. d. The Third Party Professional shall submit a finding report to the City Planning Department. The City Planning Department shall forward a copy of the finding to the applicant or the applicant’s agent. The City Planning Department shall include, as part of the application materials to the Planning Commission a recommendation regarding the waiver. e. The Planning Commission shall consider the waiver, the applicant’s documentation, and Third Party Professional finding and City Planning Department recommendation and make a final determination as to the waiver request. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: I I STORMWATER CHECKLIST 17 Last updated 7/28/2020 Article V, Section F.11.f.(1)-(5) Required Use of Low Impact Development (LID) Techniques (Continued) f. The following LID techniques are available for use by applicants given the particular circumstances and characteristics of the proposed subdivision: (1.) Wet Basins: The City finds the potential benefits of wet basins are, among other items, allowing sedimentation to fall out of stormwater, attenuating flows, assisting in evapotranspiration, and improving the stormwater quality. Special design considerations are: groundwater elevations, large surface areas are encouraged, special attention should be given in pervious soil, surface area of the basin should take into account nutrient loading from lawns for example in order to treat and improve stormwater quality to the maximum extent possible, ensuring that an adequate base flow is provided to maintain water levels, they are not recommended to be constructed in an inline facility, utilize low slopes, the use of forbays are recommended, upstream and downstream areas shall be considered in the design in accordance with Fairhope standards. Recommended characteristics are: The approach slopes should be 4:1 or less around the perimeter, side slopes 3:1 or less (below the water level, beyond the safety bench), safety bench just below water elevation (4’ wide, 6”-12” deep), energy is dissipated prior to entering the basin, can be excavated below the ground surface. (2.) Rain Gardens: The City finds the potential benefits of rain gardens are, among other items, small scale flow attenuation, infiltration, limited evapotranspiration, allowing sediments to be trapped, and water quality treatment. Special design considerations are: Typically smaller areas and drainage areas are used for rain garden design, special attention should be given in pervious soils, recommended for use in hydrologic soil groups A and B, not recommended in high swell soils. Recommended characteristics are: Small scale and frequent use in drainage areas, the choice of landscaping materials, soil mix, and other characteristics are crucial to the success of a rain garden. Rain gardens can be highly visible and utilized as a visual amenity in a proposed development. (3.) Permeable Pavement Systems: The City finds the potential benefits of permeable pavement systems are, among other items, flow attenuation, infiltration, and filtration of stormwater. There are many products and strategies that can be utilized and the City is open to the use of varied products in accordance with manufacture recommendations. Consultation with the city prior to design of the product to be utilized is suggested. Special design consideration are: Use in areas with hydrologic soil groups A and B, special attention should be given in pervious conditions, not recommended in areas with high swell soils, ground water tables should not impact the ability of water to infiltrate, the technique works best in low slopes. (4.) Sand Filter: The City finds that the potential benefits of sand filters are, among other items, flow attenuation, infiltration, reducing sedimentation, and providing filtration of storm water. Special design considerations are: Best used in small drainage areas, special attention should be given in pervious soils, recommended use in areas with soils with good permeability in hydrological soil groups A and B, not recommended in high swell soils. (5.) Grass Swales: The City finds that the potential benefits of grass swales are, among other items, in straining stormwater, providing limited quality treatments, while providing some moderate flow attenuation. Special design considerations are: Typically work best in smaller drainage areas where volumes are reduced, special consideration should be given in pervious soils, not recommended with high swell soils, should have low slopes, adjacent areas and layout should be considered in the design. Suggested characteristics where topography, soils, and slope permit vegetated open channels and spaces should be considered as a significant or a primary means of stormwater conveyance. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: LID techniques to be incorporated into the project are indicted above in yellow. STORMWATER CHECKLIST 18 Last updated 7/28/2020 Article V, Section F.11.f.(6)-(11) Required Use of Low Impact Development (LID) Techniques (Continued) f. The following LID techniques are available for use by applicants given the particular circumstances and characteristics of the proposed subdivision: (6.) Grass Buffers: The City finds that the potential benefits of grass buffers are, among other items, in straining stormwater, providing limited quality treatments, while providing some moderate flow attenuation. Special design considerations are: Typically work best in smaller drainage areas where volumes are reduced, special consideration should be given in pervious soils, not recommended with high swell soils, should have low slopes, adjacent areas and layout should be considered in the design. Suggested characteristics where topography, soils, and slope permit vegetated open channels and spaces should be considered as a significant or a primary means of stormwater conveyance. (7.) Constructed wetland channels or wetlands: The City finds that the potential benefits of constructed wetland channels or wetlands are, among other items, flow attenuation, buffering of flooding events, evapotranspiration, sedimentation, and treatment of stormwater quality. Special design considerations are: Not recommended in high swell soils, low slope, forebay is recommended, primary benefit of pollutant removal, not volume reduction, adjacent areas should be considered in the design. (8.) Step Pool Stormwater Conveyance Structures: The City finds that a step pool stormwater conveyance structure may attenuate stormwater flows, provides evapotranspiration, reduce sediment transport, and water quality treatment. Special design considerations are: Not recommended in high swell soils. Adjacent areas should be taken into consideration in order to ensure long term viability of step pool structures and adjacent erosion. (9.) In-line stormwater storage: The City finds that in-line storage may provide for attenuation and limits sedimentation. Special design considerations are: Designed to be self-cleaning where possible or suitable clean out access is provided and designed into the system, designed to surcharge non-sensitive areas with no flooding in parking lots, structures, or other typically occupied spaces. (10.) Site design for habitat, wetland, and water body conservation: The City finds that site design that incorporates the natural features of the property can help to minimize erosion and reduce stress on natural water conveyance and attenuation systems by preserving a natural vegetated state of native plants, water courses, and flood prone areas. Suggested characteristics are: The technique may be used in conjunction with the City’s planned unit development or village subdivision processes to propose alternative street layouts and design so that impervious areas and other improvements are sited with due regard to the natural elements of the property. Special design considerations: To consider adjacent areas in the design since important natural features that utilize this LID technique often extends past property lines or the phases of proposed development. (11.) Restoration of Habitat or Wetlands and Water Bodies: The city finds that the restoration of habitat or wetland and water bodies can be productive to improve the environment by minimizing erosion and reducing stress on natural water conveyance and attenuation systems by preserving a natural vegetated state of native plants, water courses, and flood prone areas. Suggested characteristics are: This technique may be used in conjunction with the City’s planned unit development or village subdivision processes to propose alternative street layouts and design so that impervious areas and other improvements are sited with due regard to the natural elements of the property. Use only native plants in the development process and take special consideration to restore portions of the site to predevelopment native ecological communities, water bodies or wetlands with more than 10% of the development footprint. Special design considerations: To consider adjacent areas in the design since important natural features that utilize this LID technique often extend past property lines or the phases of proposed development. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: LID techniques to be incorporated into the project are indicted above in yellow. STORMWATER CHECKLIST 19 Last updated 7/28/2020 Article V, Section F.11.f.(12)-(15) Required Use of Low Impact Development (LID) Techniques (Continued) f. The following LID techniques are available for use by applicants given the particular circumstances and characteristics of the proposed subdivision: (12.)Greenways: The City finds that greenways provide for beneficial use of LID for potentially active and passive recreation opportunities and wildlife corridors. This technique allows for the creative integration into a development proposal that is frequently linked with other natural or recreation systems that extend past the property lines of the proposed development. Suggested characteristics: Typically, greenways are easier to integrate into a development proposal on larger acreages. They are frequently utilized as linear parks and often include sensitive wetland areas, steep slopes, gullies or other natural land forms, creeks, and unique wildlife habitat for protected species. (13.) Restoring Channel Morphology and Natural Function: The City finds that restoring channel morphology and natural function provides for flow attenuation, infiltration, and reduces sedimentation. Special considerations are: Typically works most effectively in larger development proposals where a substantial linear footage of channel can be restored. It is important to consider the upstream and downstream current and future characteristics so conversation of land use in accounted for in the design. (14.) Bio-Retention: The City finds that bio-retention provides for flow attenuation, infiltration, limited evapotranspiration, reduced sedimentation, and stormwater quality treatment. Suggested characteristics are: To be used as both a stormwater and aesthetic feature frequently throughout developments. Special attention should be given to plant and ground cover considerations given the volume and duration of the designed stormwater. Special design considerations are: Typically work best in small drainage areas with frequent use and distribution, special attention is required in pervious soils and should be used in areas with high permeable soils (hydrologic soils groups A and B), not recommended in high swell soils. (15.) Level Spreader: The City finds that level spreaders can be an effective tool to evenly distribute flows and return volumes and velocity to a predevelopment distribution pattern. There are limited stormwater straining and water quality improvements. Suggested characteristics are: Level spreaders are intended to work in a complimentary fashion with other LID techniques such as, but not limited to, sand filters and grass buffers. Special design considerations are: Typically, level spreaders are used downstream of an outfall and have a low slope with stabilized and vegetated buffers both up and downstream. They typically are installed a suitable distance from the property line (30’-35’ is suggested) so that flow energy is dissipated, and predevelopment sheet flow characteristics are generated. Special consideration should be given in areas with highly erodible soils. (16.) Additional information regarding LID techniques is included in the document Planning for Stormwater, Developing a Low Impact Solution, a publication of the Alabama Cooperative Extension Service. This document is available for download from the Alabama Cooperative Extension Service website. ☒N/A ☐Accepted ☐Revise and Resubmit per comments Comments: I I DESIGN STANDARDS CHECKLIST 1 Last updated 7/28/2020 Date of review: November 12, 2020 Project: SD 20.54 The Estates at The Verandas Planning Design Standards Article V, Section B.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; b. The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; c. The proposed subdivision is not consistent with these Regulations; d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: For the applicant’s information. Greenspace Requirements (as amended by Resolution 2020-01) Article V, Section C.2. Applicability and Requirements: the regulations in this Section C. shall apply to any development, whether or not in the City Limits. Greenspace amounts to be provided shall be calculated based on the net density of a subdivision and applied to the gross area of the subdivision to determine the required greenspace for the subdivision. For the purposes of this section, net density of a site is the resulting number of units per acre after removing public or private rights-of-way, storm water infrastructure, wetlands, water course and undevelopable land based on topography or physical constraints. Greenspace shall be provided as follows: Units per Acre Greenspace Amount Less than 2 units per acre 10% 2-4 units per acre 15% 4-6 units per acre 20% More than 6 units per acre 25% Multiple Occupancy Project (commercial) 10% Multiple Occupancy Project (residential) Greenspace Amount Less than 3 units per acre 10% 3 units per acre 15% 4-6 units per acre 20% More than 6 units per acre 25% ☒N/A with comments ☐Accepted ☐Revise and Resubmit per comments Cross Reference: Zoning Ordinance Article IV. Site Design Standards Section A. Open Space Comments: Greenspace is not required for subject development as approved by the Village Subdivision Case # SD 20.48. I I I I DESIGN STANDARDS CHECKLIST 2 Last updated 7/28/2020 Article V, Section C.3. Eligible Greenspace - Greenspace eligible for meeting the requirements of this section shall: a. be usable land for public active or passive recreation purposes. b. be located in FEMA FIRM map zones AO, A99, D, or VO. c. not be located in any wetland areas as defined by the Federal Government. d. not include any retention, detention or similar holding basins, unless: 1.The wet holding basin is clearly integrated into an open space/park site with adjacent land available for pedestrian facilities and passive recreation provided by the applicant. 2. Wet holding basin banks shall not exceed a 3:1 slope. 3. Greenspace space credit for wet holding basins shall not exceed 30% of the surface area of the wet holding basin’s static water level. e. not include any right-of-way. ☒N/A with comments ☐Accepted ☐Revise and Resubmit per comments Comments: Greenspace is not required for subject development as approved by the Village Subdivision Case # SD 20.48. Article V, Section C.4. Greenspace Design Requirements - All eligible greenspace shall conform to the following design requirements: a. Maximize public exposure and public access to greenspace. b. Streets shall align adjacent to greenspace. c. Greenspace shall not be located adjacent to a collector or arterial street, provided however, greenspace may be located adjacent to, but outside any highway construction setback lines. d. Due regard shall be shown for all natural features such as lakes, ponds, water courses, historic sites and other similar features which, if preserved, will add attractiveness and value to the property. e. The amount, distribution, location, and type of greenspace provided shall be context sensitive with the built environment around it. f. Refer to table 4-1 which indicates the categories, types, and general sizes of greenspace that are to be used to meet City requirements. ☒N/A with comments ☐Accepted ☐Revise and Resubmit per comments Comments: Greenspace is not required for subject development as approved by the Village Subdivision Case # SD 20.48. Article V, Section C.5. Greenspace Street Design – All construction, radii, and other specifications of the city are required to be met. a. In those locations that a public street is adjacent to the required greenspace, it is permissible to construct a street according to the following standards: (1) ROW: 50 feet (2) Paved: 18 feet minimum (3) On Street Parking: Posted one side; minimum width of 7 feet for parking; spaces must be painted on the paved surface. (4) Signage: The street must be posted as a one-way street. b. In those instances where it is permissible to construct a smaller street the following design guidelines must be adhered to: 1) There shall be no cul-de-sac; 2) The street must provide thru access; and 3) Valley gutter, roll down, or saucer type curbs designed and constructed to City standards may be used adjacent to the park area. ☒N/A with comments ☐Accepted ☐Revise and Resubmit per comments Comments: Greenspace is not required for subject development as approved by the Village Subdivision Case # SD 20.48. - I I I I I I DESIGN STANDARDS CHECKLIST 3 Last updated 7/28/2020 Article V, Section C.6. Greenspace for a Phased Project - Where a project is proposed to be phased, all or part of the greenspace areas may be located at the edge of the first phase as long as additional greenspace from future phases will be contiguous and in addition to that required on the first phase. All of the design requirements indicated above shall be applicable to any and all phased development. The percentage of greenspace shall be calculated on a cumulative basis in order to ensure that the greenspace requirement is met. Previously dedicated greenspace shall be subtracted from the minimum total percentage to ensure that the minimum percentage required by City is not exceeded. ☒N/A with comments ☐Accepted ☐Revise and Resubmit per comments Comments: Greenspace is not required for subject development as approved by the Village Subdivision Case # SD 20.48. Article V, Section C.7. Greenspace Maintenance - All required greenspace shall be indicated on the recorded plat as a public access and use easement. The plat must also have a note that the property is not dedicated to the City of Fairhope and that the City of Fairhope is not responsible for maintenance of any or all required greenspace. Lakes, ponds, watercourses or similar sites will be accepted for maintenance only if sufficient land is dedicated as a public recreation area, park or greenspace. Such areas must be approved by the Recreation Board and accepted by the City Council before approval of the plat. ☒N/A with comments ☐Accepted ☐Revise and Resubmit per comments Comments: Comments: Greenspace is not required for subject development as approved by the Village Subdivision Case # SD 20.48. Article V, Section C.8. Greenspace Hardship - Where there are unique and inherent characteristics of the land proposed for development, the Planning Commission may, by vote, reduce the greenspace requirements in whole or part. The Commission, however, may not require additional land area as is stated in Section C 2. However, a reduction of the greenspace requirements is totally contingent on the unique qualities of the land that are inherent, not man made, and would deprive a property owner of a reasonable return on the use of the land. It is the sole responsibility of the property owner to portray any and all “hardships” to the Planning Commission for final determination. ☒N/A with comments ☐Accepted ☐Revise and Resubmit per comments Comments: Comments: Greenspace is not required for subject development as approved by the Village Subdivision Case # SD 20.48. Street Standards Article V, Section D.3.a. Street Standards – Street Layout - Streets in all proposed subdivisions shall be laid out according to the standards in this section. For the purposes of this section, planned, platted, or existing streets on adjacent lands shall be used to determine that the street layout for the proposed subdivision is in compliance with this section. Distances shall be measured from the centerline of all proposed, planned, platted or existing streets. a. Arterial Streets - All proposed subdivisions shall have an Arterial Street at least every 1 ¼ miles (6600’) but no two non-intersecting arterial streets shall be closer than ¾ mile (3960’) from each other at any point. Arterial streets shall be an extension and continuation of any existing arterial streets in adjoining areas. ☒N/A with comments ☐Accepted ☐Revise and Resubmit per comments Comments: The entirety of roadways in Phase 1 is 2,013 linear feet. I I I I I I I I DESIGN STANDARDS CHECKLIST 4 Last updated 7/28/2020 Article V, Section D.3.b. Street Standards – Street Layout (Continued) b. Collector Streets - All proposed subdivisions shall have a Collector Street at least every 5/8 mile (3300’) but no two non-intersecting collector streets shall be closer than 3/8 mile (1980’) at any point. Arterial streets in compliance with section D.2.a. shall count as collector streets for the purposes of this section. Collector streets shall be an extension and continuation of any existing collector streets in adjoining areas. ☒N/A with comments ☐Accepted ☐Revise and Resubmit per comments Comments: The entirety of roadways in Phase 1 is 2,013 linear feet. Article V, Section D.3.c. Street Standards – Street Layout (Continued) c. Local Streets – All proposed subdivisions shall have a Local Street at least every 1/8 mile (660’) for residential subdivisions and at least every 1/12 mile (440’) for non-residential subdivisions, but no two non-intersecting local streets shall be closer than 220 feet at any point. Arterial streets in compliance with section D.2.a. and collector streets in compliance with section D.2.b. shall count as local streets for the purposes of this section. ☐N/A ☐Accepted with comments ☒Revise and Resubmit per comments Comments: Aria Ave connecting to Gallery BLVD appears to satisfy this condition, however the applicant is advised a traffic calming device will likely be required in the area of lot 45 when Phase 2 is submitted for approval. Further, all references to “Private ROW” throughout shall be removed as the private ROWs were not approved by Village Subdivision Case # SD 20.48. Article V, Section D.3.d. Street Standards – Street Layout (Continued) d. Lanes – Lanes providing only access to lots may be located through the middle of a block, between any two adjacent non-intersecting streets. ☒N/A with comments ☐Accepted ☐Revise and Resubmit per comments Comments: No lanes appear to be proposed for subject development. I I I I - I I DESIGN STANDARDS CHECKLIST 5 Last updated 7/28/2020 Article V, Section D.3.e. Street Standards – Street Layout (Continued) e. Access to Adjacent Property - Street connections to abutting properties shall be provided at least at intervals not to exceed the maximum block length specified in Section D.4., by extension of a paved street that meets City construction requirements to the boundary of the abutting property. A temporary turnaround shall be provided for those streets subject to the following: (1) A circular turnaround with a diameter of 30 to 42 feet. If a center island is provided in the turnaround, the outside diameter shall be 45 feet with a 20 to 24 foot lane maintained at all times. Circular turnarounds may be designed to incorporate a future traffic circle or roundabout, as provided in Article V., Section D.5.h., when future streets will intersect at that point. (2) For extensions serving 5 lots or more, a cul-de-sac shall be required. Permanent dead-end streets shall not exceed 1,320 feet (1/4 mile) in length. Permanent dead-end streets with a pavement width of 20 feet or less shall be provided with a turnaround having a roadway diameter of at least 70 feet and a right-of-way diameter of at least 100 feet. Permanent dead- end streets with a pavement width of more than 20 feet shall be provided with a turnaround having a roadway diameter of at least 80 feet and a right-of-way diameter of at least 100 feet. At non-permanent dead-end street, provide a temporary turn-around with at least a 70’ diameter constructed with an all-weather surface. (3) For street extensions serving four or fewer lots, no temporary turnaround is required. (4) All access streets to adjacent property that are not connected at the time of the improvements shall be posted with a stop sign blank reading "Future Through Street.” The sign shall be posted by the Subdivider. ☐N/A ☐Accepted with comments ☒Revise and Resubmit per comments Comments: Village Subdivision Case # 20.48 approved the layout of Phase 1 and 2 without a “stub” street connecting to adjacent developments. Please verify if the temporary turnaround is to be constructed of an “all weather” surface as required by this section. Further, the applicant is reminded a “future through street” sign is required prior to final plat approval. Article V, Section D.3.f. Street Standards – Street Layout (Continued) f. Street Lights - Street lights are to be paid for or installed by the developer at the time of development. Street lights shall be approved by the Planning director and/or his/her authorized agent and the Electrical Superintendent. Pole height shall be no more than 15 feet from finished grade. The type and style of lights and poles will be determined and agreed upon by the developer and the utility provider. All other approvals, including the design layout of street lights, will be granted by the electrical superintendent. The utility provider shall be responsible for the installation and maintenance of the street lights. Outside the City of Fairhope, the homeowners association will be responsible for the maintenance, if applicable, and energy costs of the lights and this responsibility shall be noted on the plat. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Cross Reference: Article IV, Section C.1.b.(12) Street lighting plan Comments: Please provide a cut sheet of the proposed streetlight pole so that the 15’ height restriction may be reviewed. I I I I DESIGN STANDARDS CHECKLIST 6 Last updated 7/28/2020 Article V, Section D.4. Street Standards – Block Design a. Block Sizes - The perimeter of any block shall not exceed 1,980 feet, except as authorized in Article V., Section D.7, Exceptions to Street Standards. This distance shall be measured using the centerline of all streets forming the perimeter of the block, not including lanes. b. Block Length – Block lengths shall not be shorter than 220 feet or longer than 660 feet, except as authorized in Article V., Section D.7., Exception to Street Standards. c. Block Layout – Blocks shall provide two tiers of lots fronting on a public street. Double frontage lots are prohibited, except in the case where a lot consists of more than 66% of the block. d. Non—residential Blocks - Blocks used for non-residential purposes, including mixed-use village centers, commercial, retail, or office, shall not be longer than 440 feet and the perimeter shall not exceed 1,540 feet. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: Phase 1 appears to be in compliance with this section, however the 660’ block length will be exceeded by lots 15, 16, and 45 in Phase 2. Please see Article V, Section D.3.c. for additional comments as a traffic calming device may be a means of mitigating the block length exceedance without significantly modifying the Village Subdivision layout. Article V, Section D.5.a.(1)-(7) Street Standards – Street Design a. Generally (1) All streets, including lanes, shall have end points at two separate streets. Cul-de-sacs and “loop” streets with endpoints on the same street are prohibited, except as provided in section Article V., Section D.7.a. (2) L-shaped streets, with end points at two non-parallel streets, shall not exceed 1,000 feet between points of intersection with other streets, provided that all blocks in the subdivision comply with the maximum block size. (3) Street Names – Proposed streets in alignment with existing, named streets shall have the name of the existing street. In no case shall duplicate or similar sounding street names be approved, irrespective of the prefix or suffix used. Naming shall be consistent with the general direction of the street. Streets running east and west shall be called Avenues and streets running north and south shall be called Streets. (4) Half Streets – Where a dedicated half street or half lane is adjacent to the proposed subdivision, the other half of the street or lane shall be dedicated with the subdivision. No new half streets or lanes shall be platted. (5) Private Streets and Reserve Strips – Private streets and reserve strips for controlling access to streets, lanes, or utilities are prohibited. All streets shall meet the standards of this section and be dedicated and open to the public. (6) All streets, except lanes, shall provide a curb and gutter meeting City standards on both sides of the streets. (7) All medians on arterial boulevard or arterial parkway streets shall be separated from the street by a curb and gutter meeting City standards and shall be covered with vegetation, except that any portion of the median may be used for turn lanes at intersections with other streets or for pedestrian crossings at intersections or mid-block. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Cross Reference: Article V., Section D.7.a. Exceptions to Street Standards Natural Features Comments: Village Subdivision Case # SD 20.48 approved the layout for the development with streets including roadside drainage ditches in lieu of curb and gutter. Curb and gutter for the entrance boulevard is included as required. I I I I DESIGN STANDARDS CHECKLIST 7 Last updated 7/28/2020 Article V, Section D.5.a.(8) Street Standards – Street Design – General Requirements – Street Trees Street trees shall be planted on center in all planting strips according to the following: (a) All trees shall be at least 15 gallons and/or 1.5” to 2.5” in diameter when planted; (b) Trees shall be planted at least every 25 feet from intersections. A tree shall be planted one per lot or at least every 50 feet, but no closer than 10 feet; (c) Tree species and tree placement shall be approved by the City Horticulturist; (d) All trees shall be pruned so that no foliage, limbs or other obstructions exist between 2½ and 10 feet from the adjacent street grade; (e) In areas where planting strips are optional and not provided, sidewalks ten feet or greater shall provide 4’ x 4’ tree wells along the curb so that trees may be planted in conformance with these requirements. ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Village Subdivision Case # SD 20.48 approved the layout for the development with street trees spaced at 100’ in lieu of 50’. The developer requests installation of red oak trees, which is acceptable to the City of Fairhope Horticulturalist. Article V, Section D.5.a.(9) Street Standards – Street Design – General Requirements – Street Trees (continued) An inventory of all live trees greater than 20” DBH on site shall be protected and indicated on a tree preservation plan. Said preservation plan shall reflect tree protection in the diagram in Appendix G and verbiage below. Erecting Barriers is essential to protecting trees during construction. The applicant shall provide construction fences around all significant trees. Allow one foot of space from the trunk for each inch of trunk diameter. The intent is not merely to protect the above ground portion of the trees, but also the root systems. The fenced area shall be clear of building materials, waste, and excess soil. No digging, trenching or other soil disturbance shall be allowed in the fenced area. Fines for not complying with the City of Fairhope’s ordinance 1193, tree protection, will be levied in accordance to the City of Fairhope’s restitution table. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Cross Reference: Ordinance number 1444, Tree Ordinance Comments: Please include tree protection details complying with Ordinance 1444 in the amended plans. Article V, Section D.5.a.(10) Street Standards – Street Design – General Requirements – Street Trees(continued) Developer shall be responsible for watering trees prior to subdivision acceptance and during the 2-year maintenance bond period. ☐N/A ☐Accepted with comments ☒Revise and Resubmit per comments Comments: Please acknowledge this requirement for watering Street Trees during the 2-year maintenance bond period. I I I I - I I DESIGN STANDARDS CHECKLIST 8 Last updated 7/28/2020 Article V, Section D.5.a.(11) Street Standards – Street Design – General Requirements – Tree Protection Requirements The following requirements apply to all properties other than single-family residences: (a) A significant tree is defined as any living tree (overstory or understory) with a DBH that exceeds twenty (20) inches. Significant trees are protected under this Ordinance and cannot be cut or intentionally harmed without expressed written consent of the City Horticulturist. (b) Any person wishing to remove or relocate a significant tree shall, under the provisions of this section, make written application with the City Horticulturist. The application shall include a landscape plan (as defined above). The City Horticulturist must approve or deny the permit within fourteen (14) working days after receipt of the application. (c) All tree removal will be at the property owner’s expense except for; 1) trees on the City right-of-way which are diseased, injured, in danger of falling close to existing structures, or which create unsafe vision clearance, the removal of which shall be funded by the City; or 2) trees beneath utility lines which threaten to damage the utility line, the removal of which is the duty of the utility company. (d) Criteria for Issuance of a Tree Removal Permit: (1) The tree is located in an area where a structure or improvement will be placed according to an approved plan. (2) The tree is diseased, injured, in danger of falling too close to an existing or proposed structure(s), interferes with existing utility service, creates unsafe vision clearance or conflicts with other ordinance or regulations. (3) The tree is, or will be after construction, in violation of federal, state, or local laws, including but not limited to, laws and regulations pertaining to government programs for financing the construction. (4) A permit may be denied if the tree is considered an asset to the natural heritage of the City of Fairhope and/or the Fairhope Tree Committee determines that reasonable alternatives to cutting the tree exist. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Please include tree protection details complying with Ordinance 1444 in the amended plans. Article V, Section D.5.a.(12) Street Standards – Street Design – General Requirements – Mailboxes No structures, other than mailboxes are allowed in the right-of-way in front of lots used for residential purposes. Mailboxes shall be allowed subject to the following: (a) one community mailbox per block; or (b) one pole-mounted individual mailbox for lots with a minimum lot frontage of 75 feet; or (c) one masonry-mounted mailbox for lots with a minimum lot frontage of 100 feet; (d) lots less than 75 feet in width may have one masonry or one pole-mounted mailbox for every two lots. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: For the applicant’s information, the Postal Service may require installation of a central mail kiosk. If this is the case reflect the installation on the as-built drawings submitted for final plat. I I I I DESIGN STANDARDS CHECKLIST 9 Last updated 7/28/2020 Article V, Section D.5.b. Street Standards – Street Design – Intersections (1) Streets shall be laid out to intersect at right angles insofar as practicable, but no street shall intersect with another street at an angle of less than sixty degrees. (2) Intersections of three or more streets are prohibited except in the case of local streets where three separate local streets may intersect provided that only two streets continue through the intersection. (3) Where there is an off-set in the alignment of a street across an intersection, the off-set of the centerlines shall not be less than one-hundred and twenty-five feet. (4) Curb radii at street intersections shall be: a) 5 to 15 feet for the intersection of two local streets; b) 10 to 15 feet for the intersection of a local street with a collector street; c) 10 to 20 feet for the intersection of two collector streets; d) 15 to 20 feet for the intersection of a local street and an arterial street; e) 20 to 30 feet for the intersection of a collector street and an arterial street; and f) 25 to 30 feet for the intersection of two arterial streets. Where the angle of intersection exceeds seventy-five degrees, or where truck traffic and other large vehicles will make frequent turning movements, the Commission may require a greater radius. (5) Proper lines of sight shall be maintained at all intersections. Traffic on lower class streets shall stop or yield at intersections with equal or higher-class streets. The proper line of sight shall be an unobstructed view of from the stopping point to all points three feet above the roadway along the centerline of the existing street. The distance of the unobstructed view shall be based on the design speed of the intersecting street as specified in Table 5.4. No building or other type of visual obstruction shall be placed, erected or maintained within such triangle. Street trees are allowed within the sight triangle, provided that they do not have any foliage, limbs or other obstructions between 2 and 7 feet, and are not closer than thirty feet to the intersecting right-of-way line. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: The smallest proposed curb radius is 25’ and the proposed streets do not appear to be arterial streets. The proposed setbacks combined with the street tree spacing of 100’ will likely not affect sight triangles. I I DESIGN STANDARDS CHECKLIST 10 Last updated 7/28/2020 Article V, Section D.5.c. Street Standards – Street Design – Traffic Calming To maintain design speeds specified in Table 5.3 (in Appendix A) and the function of streets specified in Table 5.2., traffic calming devices may be introduced into the street design. All traffic calming devices shall be based on sound engineering principles and are subject to the approval of the Planning Commission. Traffic calming devices may include, but are not limited to: (1) Traffic circles – a circular raised island centered in the intersection, around which traffic circulates. Traffic circles require no geometric changes to the intersection and merely alter the flow of traffic through the intersection. (2) Roundabouts – a circular raised island centered in the intersection. Roundabouts require traffic to circulate counterclockwise around a center island. Unlike traffic circles, roundabouts require geometric alterations to the intersection and are used on higher volume streets to allocate rights-of-way among competing movements (3) Curb projections, neck downs or “bulb-outs” - Curb projections, neck downs or “bulb-outs” – curb extensions placed at mid-block locations or at intersections which narrow the street to provide visual distinction and to reduce pedestrian crossing distances. These are often used in conjunction with on street parking to define the on street parallel parking areas. (4) Medians - raised islands located along the centerline of a street that narrow the street at that location or block through movement of vehicles at a cross streets or driveway access points. (5) Road Striping - painted stripes on the road can create the perception of narrow through lanes when a greater width is actually needed to accommodate truck traffic or turning movements. (6) Speed Humps - Speed humps are rounded raised areas placed across the road. (7) Speed Tables - flat topped speed humps often constructed with brick or other textured materials on the flat section. (8) Chicanes - curb extensions or islands that alternate from one side of the street to the other, forcing traffic into S-shaped curves. (9) Chokers - curb extensions on both sides of the street that narrow the street at that location. Chokers may be used in conjunction with on street parking or a mid-block pedestrian crossing ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: Please cross reference Article V, Section D.4. A traffic calming device may be required for Phase 2 near lot 45. I I DESIGN STANDARDS CHECKLIST 11 Last updated 7/28/2020 Article V, Section D.5.d.(1)-(4) Street Standards – Street Design – Geometric Design 1) Horizontal Curves - Where a deflection angle occurs in alignment of a street, a horizontal curve shall be introduced and where the magnitude of such angle exceeds ten degrees, a curve of reasonably long radius shall be required as specified in the AASHTO Manual, to meet the design speed in Table 5.3. 2) Vertical Curves - Every change in grade shall be connected by a vertical curve so constructed as to provide a minimum sight distance of two hundred feet, measured from a driver's eyes which are assumed to be four and one-half feet above the pavement surface, to an object four inches high on the pavement. Profiles of all streets showing existing and finish grades shall be provided and shall be to scale as required by Article IV, Section C.1. 3) Tangents - Where design speeds are such as to require super elevation of roadways in horizontal curves, a tangent not less than one hundred feet long shall be required between reverse curves on all such streets. 4) Grades - Except in cases of exceptional topography, and then subject to the approval of the Planning Commission, grades shall not be greater than seven percent or less than one-half percent. Maximum design grades should not exceed four percent for arterial streets, six percent for collector streets or seven percent for other streets. Grades approaching intersections shall not be greater than five percent for a distance not less than one hundred feet from the center point of the intersection to the point of intersection of the vertical curve leading to the subsequent grade. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Cross Reference: The geometric design aspects of the streets shall meet the minimum standards as provided in the AASHTO publication, “A Policy on Geometric Design of Highways and Streets." Comments: All grades appear to comply with this section. No horizontal curves are contemplated for Phase 1 and the grade changes do not appear to qualify as vertical curves. Article V, Section D.6. Street Standards – Pedestrian Area Design Standards All streets shall include a pedestrian area comprised of a planting strip and a sidewalk, according to the standards in Table 5.3 in Appendix A. The developer may have the flexibility to construct the sidewalks within 2 years of final plat approval. A letter of credit guaranteeing the construction for 125% of the engineer’s estimate is required. At the end of 2 years, all sidewalks shall be completed by either the developer or City, using the letter of credit. The areas in which the sidewalks will be poured shall be graded and compacted at the time the subdivision infrastructure is constructed. The pedestrian area shall be designed according to the following minimum standards: a. All streets supporting residential land uses shall have a minimum 5-foot wide sidewalk on each side of the street with the back edge of the sidewalk being the edge of the right-of-way. b. All streets supporting public institutions and public facilities land uses shall include a minimum 5-foot wide sidewalk and 8-foot wide planting strip on each side of the street. c. All streets supporting non-residential land uses including commercial, office, and mixed-use villages, shall have: (1) a minimum 15’ wide sidewalk, with tree wells according to Article V., Section D.5.a.8.(e) on each side of the street; or (2) a minimum 10’ wide sidewalk and minimum 6-foot wide planting strip on each side of the street. d. Sidewalks shall include curb ramps meeting accessibility requirements of the Americans with Disabilities act at all intersections and any non-grade driveway or land intersecting the sidewalk. e. Sidewalks shall be constructed of a minimum 4” concrete surface meeting City construction standards. Where applicable, sidewalk materials shall be used and constructed to encourage maximum tree preservation. f. Streets in rural and agricultural subdivisions meeting all requirements of Article V., Section D.7.c. and d. are not required to provide sidewalks. g. Where applicable, sidewalks shall be configured in a manner that provides for maximum tree preservation. ☐N/A ☐Accepted ☐Revise and Resubmit per comments Cross Reference: Article V. Section D.5.a.8.(e) and D.7.c and d. Comments: Village Subdivision Case # 20.48 approved the layout of Phase 1 and 2 without internal sidewalks to the development, however sidewalks shall be constructed along SR 104 connecting to phases 2 and 4 of The Verandas. As a condition of approval, th e SR 104 sidewalks shall be constructed prior to final plat approval of phase 1. I I I I DESIGN STANDARDS CHECKLIST 12 Last updated 7/28/2020 Article V, Section D.7.a. Street Standards – Exceptions to Street Standards a. Natural Features – Blocks abutting natural or topographical features may be approved with exceptions to the blocks and street layout standards of Article V., Section D., subject to all of the following: (1) construction of the grid according to the block and street layout standards must be impracticable in that the applicant would incur substantial and unreasonable additional costs in designing streets across the natural or topographical feature or modification of the grid is necessary to preserve important environmental features such as streams, wetlands, animal habitats, or other conservation areas; (2) Modification of the grid shall not alter the minimum block length or block size, except that the distance of the property line along the natural or topographical feature creating the need for the exception shall be omitted when calculating the perimeter of the block. Additionally, public access easements to any natural or topographical features which can be used for active recreation may be used as the perimeter of a block; and (3) Cul-de-sacs or “loop” streets may be approved where connections with a through street would intersect with the natural or topographical feature. “Loop” streets are preferred to cul-de-sacs wherever practicable. Cul-de-sacs shall not exceed 660 feet and loop streets shall not exceed 1300 feet. (4) Sidewalks (a) Sidewalks are not required to be installed in the right-of-way where all lots front on and have access to existing streets or roads, and such streets or roads are under the jurisdiction of another governing authority, and that authority has prohibited the installation of sidewalks in the right-of-way. In such event, the Commission may require the installation of sidewalks in easements along the margin of the lots adjacent to the right-of-way. (b) If so requested, the Commission may waive the requirement to install sidewalks if, in the discretion of the Commission, sidewalks will not serve the intended purposes due to the absence of other sidewalks in proximity to the subdivision or due to topographical conditions. However, in such cases the Commission shall require sidewalk easements along the margin of lots adjacent to the right-of-way to accommodate the installation of sidewalks in the future. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Cross Reference: Article V. Section D. Comments: Village Subdivision Case # 20.48 approved the layout of Phase 1 and 2 without internal sidewalks to the development, however sidewalks shall be constructed along SR 104 connecting to phases 2 and 4 of The Verandas. As a condition of approval, the SR 104 sidewalks shall be constructed prior to final plat approval of phase 1. Article V, Section D.7.b. Street Standards – Exceptions to Street Standards-Public Facilities and Institutions b. Public Facilities and Institutions - Blocks used wholly or partially for public facilities and institutions such as schools, churches, hospitals or community centers, and blocks used partially for public parks or public open space, may be approved with exceptions to the blocks and street layout standards of Article V., Section D., subject to all of the following: (1) Local streets shall be provided at least every 990 feet. (2) No block perimeter shall exceed 3,960 feet. (3) At least 66% of the land area of any block exercising this exception shall be used for the public park, open space or public institution. (4) Blocks used wholly for public parks or open space shall have no maximum size. ☒N/A with comments ☐Accepted ☐Revise and Resubmit per comments Cross Reference: Article V. Section D. Comments: Subject application does not appear to contemplate public facilities or public institutions. I I I I DESIGN STANDARDS CHECKLIST 13 Last updated 7/28/2020 Article V, Section E.2. Lot Standards – Lot Sizes a. Land Subject to Zoning - Where land is subject to zoning all lots shall fully conform to the requirements of the applicable zoning ordinance. The applicant shall furnish to the commission site drawings to demonstrate compliance. Lots not in compliance shall not have building permits issued unless combined with other lots and reconfigured so as to comply with zoning requirements. b. Land not Subject to Zoning - 1) Lots not subject to zoning shall have lot areas of not less than 15,000 square feet and a minimum lot width of 100 feet; 2) Where neither public water nor public sewage is available, lot areas and widths shall conform to the requirements of the public health authorities, but in no case shall be less than 100 feet in width and 20,000 square feet in area. c. Insofar as is practicable; side lot lines shall be at right angles or shall be radial to street lines. d. Corner lots for residential use shall be designed with additional frontage, greater than is required for interior lot widths. The additional frontage shall be equal to the difference of the minimum front setback and minimum side setback requirements for any applicable zoning district, for the purpose of allowing building orientation and setback from both front and side streets. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article V, Section E.3.a. Lot Standards – Lot Access a. Except in rural and agricultural subdivisions under Section D.7(c) and (d), or as otherwise provided in these regulations, all lots shall front upon a paved, publicly maintained street, and be accessed from such frontage. The Commission, in its discretion, may (but is not required to) allow deviation from this requirement where such frontage and access to each lot is unattainable due to unique and extraordinarily unusual characteristics of the property. Deviation will not be allowed where it appears to the Commission that that the deviation is proposed, in whole or in part, for the purpose of reducing development costs or increasing density. In allowing such deviation the Commission shall require the creation of easements at least 30’ in width to provide for safe and convenient access for ingress/egress, utilities, and public services. Double frontage lots are prohibited, except where lots consist of more than 66% of a block. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: I I I I DESIGN STANDARDS CHECKLIST 14 Last updated 7/28/2020 Article V, Section E.3.b. Lot Standards – Lot Access-Curb Cuts and Lanes b. Curb Cuts and Lanes – Lanes may be required along the rear of lots where, in the opinion of the Commission such lanes are necessary or where greater access than that allowed by curb cuts is desired. Curb cuts for driveway access to lots shall be limited to the following minimum separation distances, measured from the centerline of each driveway or from the centerline of the driveway to the right-of- way line of an intersecting street: (1) Arterial Streets - 220 feet between driveways or lanes, and 150 feet between driveways and the right-of-way of an intersecting street. However, at least one curb cut per block shall always be allowed for a mid-block lane. Access to lots on arterial streets shall primarily be provided by side streets or lanes. (2) Collector Streets - 110 feet between driveways or lanes, and 100 feet between driveways and the right-of-way of an intersecting street. (3) Local Streets – no minimum distance is required between curb cuts on local streets. However, to enhance the pedestrian environment by minimizing curb cuts, access to residential lots by lanes or shared driveways is encouraged. (4) Lanes – lot access points on lanes shall have no limit or minimum separation. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: All streets appear to be local streets. No lanes are requested by the applicant. Article V, Section E.3.c. Lot Standards – Lot Access-Driveway Access Widths c. Driveway Access Widths – driveway access widths shall not exceed the following widths: (1) Arterial streets serving nonresidential lots- 40 feet at the curb cut and 30 feet at the intersection with the sidewalk. (2) Collector streets serving nonresidential lots- 30 feet at the curb cut and 20 feet at the intersection with the sidewalk. (3) Lanes serving non-residential lots – 25 feet (4) There is no maximum width for driveway access on streets serving residential lots. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article V, Section E.3.d.-e. Lot Standards – Lot Access-Driveway and Lane Intersections d. Driveway and Lane Intersections – The lane or driveway material shall not cross pedestrian sidewalks. (1) On conventional driveways or lanes, where vehicles cross at grade with the pedestrian sidewalk, the sidewalk surface, material and grade shall continue across the driveway or lane. (2) On “intersection-type” driveways, where vehicles access the lot at grade with the street, the pedestrian sidewalk material, or other material that differs from the driveway surface in both texture and color, shall continue across driveway surface. e. Required Access to Proposed Subdivisions - Except as provided in Article V., Section D.6.c. and d., no subdivision shall be approved unless the area to be subdivided shall have frontage upon and access from an existing publicly maintained paved street. ☒N/A with comments ☐Accepted ☐Revise and Resubmit per comments Cross Reference: Article V. Section D.6.c. and d. Comments: Village Subdivision Case # 20.48 approved the layout of Phase 1 and 2 without internal sidewalks to the development, however sidewalks shall be constructed along SR 104 connecting to phases 2 and 4 of The Verandas. I I I I I I DESIGN STANDARDS CHECKLIST 15 Last updated 7/28/2020 Article V, Section E.4.a.-d. Lot Standards – Building Area a. Building Setback Line - The minimum setback from the property lines shall be as specified in the Zoning Ordinance, where applicable. b. Each lot shall contain a building lot which is not subject to flooding and meet all requirements of City Ordinance number 664, and any subsequent amendments. c. Lot size, width, arrangement, and orientation shall ensure that each lot contains a buildable area, consistent with all applicable zoning requirements, and any other applicable City, County, State or Federal regulation. d. Where a parcel of land proposed to be subdivided contains an area of wetlands delineated as jurisdictional by the Army Corps of Engineers, said area shall be subject to Section 404 (b) (1) guidelines concerning fill material into wetlands. Lots may be platted where sufficient upland areas exist to provide a building area for the principal structure and necessary accessory structures. Fill may be used where necessary to provide access to lots where approval for fill has been granted by the Corps of Engineers and any other applicable government agency. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Cross Reference: Section 404 (b)(1), Clean Water Act, CFR 40 Part 230 Comments: The plats included with Village Subdivision Case # SD 20.48 indicated 100’ front, 50’ rear, and 25’ side setbacks, however the setbacks in subject application mirror those generally required by Baldwin County. Case # SD 20.48 acknowledges the request for the larger setbacks. This review assumes if the larger setbacks are accepted by Baldwin County, the larger setbacks will be reflected on the final plat submittal. Article V, Section E.5.a.- c. Lot Standards – Utility Access and Easements a. Except where lanes are provided at the rear of lots, easements not less than fifteen feet in width alongside and rear lot lines as required for drainage and utilities. On interior lots, the easement may be designed to lie equally on adjacent lots. On perimeter lots, no part of the required easement shall lie outside the platted lands. Easement placement and widths shall be approved by the Planning Commission. No half easements will be approved unless adjacent property owners dedicate the other half of the easement at time of approval. b. Where a subdivision is traversed by a watercourse, drainage way, natural channel or stream, there shall be provided an easement conforming substantially to the limits of such water course plus additional width as necessary for maintenance and future construction. c. Lots and easements shall be so arranged as to eliminate unnecessary jogs or off- sets and to facilitate the use of easements for power distribution, telephone service, drainage, water and sewage collection services ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Please re-word general note number 1 on the plat to comply with this section. The 15’ easement may be split into two, 7.5’ wide easements on interior lots and is applicable to both side and rear lots. For clarity it may be useful to list easements required by this section and those required by Riviera Utilities as separate general notes. I I I I DESIGN STANDARDS CHECKLIST 16 Last updated 7/28/2020 Article V, Section E.6. Lot Standards – Buffer Strips In residential districts, a buffer strip at least ten feet in width, and in addition to the minimum required lot depth, may be required by Planning Commission adjacent to all existing incompatible uses, such as railroads, limited access highways, arterial streets and commercial/industrial developments. Such buffer shall be a part of the platted lots, but shall be designated on the face of the plat as an easement by imprinting on the plat the following: "This strip is reserved for planting of trees or shrubs by owner; placement of structures hereon is prohibited." ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: For the applicant’s information this provision may be required by the Planning Commission. I I PUBLIC WORKS AND UTILITIES CHECKLIST 1 Last updated: 7/28/2020 Date of review: November 12, 2020 Project: SD 20.54 The Estates at The Verandas Phase 1 Upsizing Article V, Section G. Planning Design Standards-Upsizing 1. Purpose - These upsizing standards shall implement the Comprehensive Plan for the physical development of the City by setting the location, character and extent of adequate public utilities. This design and arrangement shall promote the wise and efficient expenditure of public funds and establish the extent to which water and sewer and other utility mains, piping or other facilities shall be installed as condition precedent to the approval of the plat. These standards shall promote the following goals in the Comprehensive Plan: (a) define priority growth areas that will guide the future extension of public infrastructure; (b) prioritize projects that “pay their way” through covering the cost of necessary support services; (c) require that the location and alignment of infrastructure systems are efficient and cost-effective; and (d) provide for balance between maintenance and reconstruction of existing streets, services or facilities and expansion into new areas. 2. Applicability - Whenever any portion of the required improvements for the subdivision is part of planned future facilities for the City serving an area larger than the subdivision, the Planning Commission may require that the applicant construct the improvements to the capacity of the City plans. The applicant will be responsible for that portion of the costs required to serve the proposed subdivision, and the City shall reimburse the developer for those incremental costs to expand the improvements to the planned capacity. The Planning Commission may condition the approval of the preliminary plat on an agreement between the City and the applicant as to the equitable apportionment of those costs. The City’s participation shall be based on at least three contractor bids comparing the construction costs of the minimum required improvements and construction costs of the improvements as planned by the City. The agreement shall be subject to approval by the City Attorney. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: Additional comments from Fairhope Public Utilities may be furnished under separate cover. Construction Standards Article VI, Section A. Construction Standards-General The sub-divider shall be required to install or construct improvements hereinafter described prior to having released bond or other surety which guarantees the installation of such improvements. All improvements required shall be constructed in conformity with these regulations and in conformity with Chapter 19, Streets, Sidewalks, and Other Public Ways, of the Code of Ordinances for the City of Fairhope, as amended. All improvements shall be designed and sealed by a Project Engineer. The Project Engineer shall carry Errors and Omissions Insurance at a minimum coverage of at least $1,000,000. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: I I I I PUBLIC WORKS AND UTILITIES CHECKLIST 2 Last updated: 7/28/2020 Article VI, Section B. Construction Standards-Streets and Lanes The sub-divider is required to pave all streets and lanes with a suitable hard surface, all weather type of pavement in compliance with city standards and the requirements of Chapter 19 of the Code of Ordinances, as amended. 1. Sub-grade – All streets, roads and lanes shall be so graded by the sub-divider that pavements, curbs, and sidewalks can be constructed to the required cross: section. Before commencing grading, the entire right: of: way shall be cleared of all stumps, roots, brush, and other objectionable materials as well as trees not intended to be preserved. Stumps, boulders and other obstructions shall be removed to a minimum depth of two feet below finish sub grade. Compaction of sub grade shall be not less than one hundred percent, Modified Proctor Density. Suitable materials from roadway cuts may be used in the construction of fills, approaches or at other locations as required. Fill shall be in layers not exceeding eight inches thickness and shall be compacted to not less than one hundred percent, Modified Proctor Density. 2. Pavement Base - After preparation of the sub grade, the base shall be constructed to a thickness of six inches. Base may be a mixture of sand clay, sand shell or plain shell. Base shall be compacted to one hundred percent Modified Proctor Density. 3. Following establishment and testing of the base, emulsified or cutback asphalt shall be heated or otherwise prepared to insure uniform distribution and a coat thereof sprayed on the prepared base, application rate to be determined by requirements of state specifications. 4. Wearing Surface shall consist of a surface course constructed with asphaltic concrete. It shall be constructed in one layer, not less than an average weight of one hundred sixty five pounds per square yards at an average thickness of not less than one and one half inches. Wearing surface shall conform to the lines, grades, and typical cross sections shown on the Plans. A cross slope of not less than one: quarter inch per foot shall be maintained from centerline to curb line. Plant mix shall conform to state specifications for the type work. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Cross Reference: Chapter 19 of the City of Fairhope Code of Ordinances, as amended. Comments: This review assumes the submitted ALDOT 424-A Superpave at 220 lbs /sy will exceed the required 1 ½” average asphalt thickness when installed. Article VI, Section C. Construction Standards-Curbs and Gutters Curbs and gutters shall be installed on all streets within the planning jurisdiction of the City of Fairhope, except on those streets which are eligible for the rural design standard expressed in Table 5.3, Appendix A of these regulations. On streets requiring curb and gutter, either valley type or barrier type concrete curb and gutter which meets the City's standards and specifications expressed in Chapter 19 of the Code of Ordinances, as amended shall be installed. Curbs and gutters shall be designed and installed in accordance with good engineering practice. Face of curbs shall be not less than six inches in height. Backfill behind curbs shall slope to the back of the curb for drainage. Markings shall be added to the curb to indicate the location of water and sewer laterals. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Cross Reference: Table 5.3, Appendix “A” City of Fairhope Subdivision Regulations Comments: Curb and Gutter is not to be installed in subject development as approved by Case # SD 20.48. Please coordinate with the Fairhope Public Utilities Water and Sewer Superintendent an alternative water lateral identification procedure absence the presence of concrete curb and gutter. I I I I PUBLIC WORKS AND UTILITIES CHECKLIST 3 Last updated: 7/28/2020 Article VI, Section D. Construction Standards-Sidewalks Sidewalks shall be installed on all streets within the planning jurisdiction of the City of Fairhope, except on those streets which are eligible for the rural design standard expressed in Table 5.3, Appendix A of these regulations, or as elsewhere provided for in these regulations. On streets requiring sidewalks, concrete sidewalks which meet the City's standards and specifications expressed in Chapter 19 of the Code of Ordinances, as amended shall be installed. Sidewalks shall be designed and installed in accordance with good engineering practice. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Cross Reference: Chapter 19 of the City of Fairhope Code of Ordinances, as amended, and Article V, Section D.6. Pedestrian Area Design Standards. Comments: As approved by Case # SD 20.48, sidewalks shall be installed along SR 104 (with a footbridge crossing the wetland area adjacent to The Verandas phase 3 and 4) however no sidewalks are installed within the development. Article VI, Section E.1.-2.. Construction Standards-Storm Water 1. Scope of Work - The scope of work shall consist of furnishing all labor and materials necessary to complete the work as designed and approved. The Work includes, but is not limited to, grading, channel adjustment or relocation, installation of culverts and bridges, construction of retention structures and ponds, erosion and sedimentation protection measures, dikes, diversion of flow, ditch- checks, seeding, sodding, planting, fertilizing, excavation, backfill and general supervision of the Work. 2. Control of the Work - The Work shall at all times be subject to inspection by the project engineer and the representatives of the City and, where applicable, the County Engineer and/ or any other Agency which has jurisdiction or regulatory oversight of the project. Where work is found not in conformity with these regulations, Alabama Department of Transportation Standard Specifications for Highway Constructions, current edition, or applicable law, the work shall be suspended on the written order of the engineer or of the City's representative until work is brought into conformity. All work shall meet the more restrictive requirements of these regulations, the County’s regulations or of other applicable rules or laws. Persons engaged in performance of the Work shall take all necessary precautions and shall provide adequate safeguards and measures for protection of the Work and of the public and shall save harmless the City, the Engineer and their officers and employees from any and all claims for damages arising or which might arise from the prosecution of the Work. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Cross Reference: Alabama Department of Transportation Standard Specifications for Highway Constructions, current edition Comments: For the applicant’s information. Note the hold harmless requirement stated above. I I - I I PUBLIC WORKS AND UTILITIES CHECKLIST 4 Last updated: 7/28/2020 Article VI, Section E.3.- 5. Construction Standards-Storm Water(Continued) 3. Incidental Work - The contractor shall at all times provide for protection of the public such barricades, signs, lights or other warnings as may be required by conditions of the Work. In the event that a hazardous condition exists and the contractor fails to provide adequate protection, or in an emergency, the City shall take the action necessary to protect the Work and the public and the cost thereof shall be assessed against the developer who holds License to Construct. Any disturbed areas within public rights-of-way shall be reconstructed to the condition prevailing before being disturbed. Where connection or other modification to existing publicly maintained structures is necessary, the contractor shall restore such structure to its former condition. Riprap shall be placed by the contractor at the upstream and downstream ends of culverts as directed by the Project Engineer. All reservoir and open channel areas shall be seeded, fertilized and mulched, sodded, paved, or lined as shown on the plans. The contractor shall employ such measures as are necessary for control of erosion and sediment and the protection of adjacent properties during construction. The contractor shall also maintain all retention ponds and flow control structures during construction so as to protect adjacent properties. General maintenance of the Work shall be the contractor’s responsibility until final acceptance thereof. 4. Licenses and Bonds – Contractors shall have appropriate State and local licenses for the type of work he or she will be performing. The contractor shall also obtain a Performance Bond and a Labor and Materials Bond, or provide a letter of credit. A Maintenance Bond in accordance with City Code Section 19-2(f) shall also be furnished. 5. General Specifications - Any item of work not covered by the specifications herein shall conform to the minimum requirements of Alabama Department of Transportation Standard Specifications for Highway Constructions, current edition and any requirements of the Alabama Department of Environmental Management. Where the plans require open ditches they shall be constructed with a maximum slope of 2:1 unless the plans provide otherwise. Ditches shall have flat bottoms. All roadway cross-drain pipes shall be a minimum diameter of 18 inches and shall be reinforced concrete culvert meeting state specifications. Other culverts shall conform to state specifications. Culverts shall be placed in excavated trench to the line and grade shown on the plans. The maximum width of the excavated trench shall not exceed the outside diameter of the culvert by more than one-half the diameter on either side of the pipe. Material for backfill of culvert trenches shall consist of small diameter uniform material and shall be free of large rock or other unsuitable material. Backfill shall be placed in uniform lifts not exceeding eight inches in thickness and shall be compacted to not less than 95% relative density. Backfill shall be placed uniformly on each side of the culvert. All pipes shall be laid in conformity to state specifications. Not less than 12 inches cover shall be placed over any culvert 48 inches or less in diameter and 24 inches of cover shall be placed over pipes exceeding 48 inches in diameter. When a battery of pipes is used, a clear spacing of one-half the pipe diameter shall be provided between adjacent pipes. Wherever possible, box culverts should be used in lieu of multiple pipes. Maximum allowable cover, pipe class and strength requirements shall conform to manufacturer's recommendations and state specifications. No pipe less than 18 inches in diameter shall be used within public roadways or streets. Headwalls of reinforced concrete shall be constructed on all pipe culverts and shall conform to the plans and state specifications. In the event that the City or the project engineer determines that significant erosion or sedimentation is occurring because of land disturbing activity, the contractor shall stop all construction and take necessary protective action. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Cross Reference: Alabama Department of Transportation Standard Specifications for Highway Constructions, current edition Comments: For the applicant’s information. I I PUBLIC WORKS AND UTILITIES CHECKLIST 5 Last updated: 7/28/2020 Article VI, Section E.6. – 9. Construction Standards-Storm Water(Continued) 6. Warranty after Completion - All facilities subject to acceptance for maintenance by the public shall be warranted for a period of two years after date of acceptance by the developer. A surety bond guaranteeing such maintenance shall be a condition precedent to acceptance for maintenance by the governing body. 7. Applicability of General Law and Regulations - All plans and the Work shall fully conform to all rules, regulations, codes, laws, and ordinances which may reasonably apply thereto. In the event of conflict between provisions, the most restrictive provision shall apply. 8. As-Built Drawings – A copy of the construction as-built drawings stamped by the engineer shall be submitted to the Commission as verification that the project has been built in accordance with his or her design. 9. ESRI ArcMap Shapefiles - Electronic ESRI ArcMap shapefiles including but not limited to locations of all storm drainage piping, structures, inlets, ponds, swales, ditches, and any other forms of stormwater storage, treatment, or conveyance. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Cross Reference: City Code Section 19-2(f) Maintenance Bond Comments: For the applicant’s information. Though the streets will be dedicated to Baldwin County, these items are required at final plat approval to satisfy the Fairhope Subdivision Regulations. Article VI, Section F. Construction Standards-Water System a. All subdivisions shall have water service. The water service shall be provided by either Fairhope Public Utilities or an approved water service. b. Primary water service may be individual well type systems that have been approved by the Baldwin County Health Department and the Fairhope Public Utilities Water Department. c. All water systems constructed within a subdivision and all water systems constructed outside of a subdivision but servicing a subdivision shall be constructed in accordance with those certain “Standard Specifications for Constructing Sanitary Sewer Facilities and Water Facilities” d. Water meters shall be placed inside the property line at the start of the utility easement. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Cross Reference: Standard Specifications for Constructing Sanitary Sewer Facilities and Water Facilities Comments: Please contact the City of Fairhope Water and Sewer Superintendent for required revisions to the typical new water service detail on drawing D3. Article VI, Section G. Construction Standards-Fire Hydrants Fire Hydrants shall be installed along each street at a maximum interval of four hundred fifty (450) feet, or at the ends and center of each block, or as otherwise required by the fire authority having jurisdiction. Water supply and pressure shall be adequate to provide fire protection and for the future needs of the development. Blue reflective markers shall be installed at the street line of streets to indicate the location of fire hydrants. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Please add a fire hydrant along Aria Avenue (drawing C4) to satisfy the center block requirement of this section. I I I I I I PUBLIC WORKS AND UTILITIES CHECKLIST 6 Last updated: 7/28/2020 Article VI, Section H. Construction Standards-Sanitary Sewerage 1. All subdivisions shall have sanitary sewer service. The sewer service shall be provided by either the Fairhope Public Utilities or an approved sewer service. 2. All sanitary sewer systems constructed within a subdivision and all sanitary sewer systems constructed outside of a subdivision but servicing a subdivision shall be constructed in accordance with those certain “Standard Specifications for Constructing Sanitary Sewer Facilities and Water Facilities” which is on file at the City of Fairhope Water & Sewer Department. 3. Individual septic tank type systems that have been approved by the Baldwin County Health Department and the Fairhope Public Utilities Sewer Department may be utilized. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Cross Reference: Standard Specifications for Constructing Sanitary Sewer Facilities and Water Facilities Comments: Please remove the sanitary sewer service provider from sheet 2 of the preliminary plat as a signature block for the Baldwin County Health Department has been furnished for onsite septic systems. Article VI, Section I. Construction Standards-Permanent Monuments Monuments four shall be set at all points where the exterior boundaries of the subdivision intersect, including points of curvature and points of tangency on curved boundaries. All monuments and interior lot corners shall be marked as prescribed by the most recent edition of the Alabama Society of Professional Land Surveyors Document Standards of Practice for Surveying in the State of Alabama. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: For the applicant’s information – this requirement is satisfied during the final plat process. Article VI, Section K. Construction Standards-Inspection of Improvements When all required improvements have been installed, the sub-divider shall call for a final inspection. The Planning Director and/or his/her authorized agent and other City Department representatives shall inspect the site to determine if the required improvements are satisfactorily installed according to plans, specifications, standards and applicable laws and ordinances. To determine if the streets are installed to minimum standards, the sub-divider shall select an independent testing laboratory approved by the City to make the necessary tests. Tests shall be conducted at the expense of the sub-divider as required by Chapter 19 of the Fairhope Code of Ordinances. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Cross Reference: Chapter 19 of the Fairhope Code of Ordinances – various tests include: • Subgrade Compaction • Compaction during placement of base material • Compacted base thickness borings • Asphalt thickness borings (after compaction) • Concrete cylinder tests • Storm drain inspection videos Comments: For the applicant’s information. The tests listed above shall be furnished at the time of final plat submittal. I I I I I I PUBLIC WORKS AND UTILITIES CHECKLIST 7 Last updated: 7/28/2020 Article VI, Section L. Construction Standards-Requirement to Complete Improvements Sub-divider shall be responsible for providing all required minimum improvements in the subdivision. This shall be accomplished either by (1) full installation of such improvements before the Final Plat is submitted to the Planning Commission for approval. or (2) after 90% substantial completion of the total cost of the infrastructure the sub-divider may provide to the City a financial guarantee of performance in the form of either a performance bond or a Letter of Credit. Any such performance bond shall be in form and substance acceptable to the Planning Commission, with oblige riders in favor of the City in the event the bond issued in the name of the sub-divider’s contractor, and shall be issued by a surety that is licensed to do business in the State of Alabama and having a Best rating of A- or better. In the event that the subdivision lies within the extra- territorial jurisdiction, such guaranty shall be made jointly payable to the City of Fairhope and Baldwin County, Alabama. The surety and the form and amount of such financial guaranty shall be subject to approval of the City and/or County. Sub-divider shall be responsible for providing all test reports, inspection videos, and ESRI ArcMap Shapefiles including but not limited to the following: 1. Submission of all roadway and drainage-related test reports and inspection videos as required by Chapter 19 of the City of Fairhope Code of Ordinances stamped by a licensed professional engineer in the State of Alabama and including the engineer’s stamp and statement certifying the roadway construction meets the requirements of the project plans. 2. Submission of ESRI ArcMap Shapefiles are required by Article IV Section D. and Article VI. Section E. 3. Submission of all utility-related test reports, inspection videos, and ESRI ArcMap Shapefiles as required by Standard Specifications for Constructing Sanitary Sewer Facilities and Water Facilities with reports stamped by a licensed professional engineer in the State of Alabama and including the engineer’s stamp and statement certifying the utility services constructed meets the requirements of the project plans. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: For the applicant’s information. All street trees and sidewalks shall be installed prior to final plat approval. Article VI, Section M. Construction Standards-Underground Utilities All utilities in all proposed subdivisions shall be installed underground. 1. The Planning Commission may waive this section in all or part based on evidence that underground installation is not in the best interest of the environment or is financially not feasible. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: For the applicant’s information. Reviewed by:__________________________ Date of Review:________________________ 11/12/2020 - - I I I I VIA E-MAIL ATTACHMENT plat. Please cross reference Article VI, Section H. Construction Standards-Sanitary Sewerage. • Article JV , Section C. I .b.(1 8) All applicabl e permits relative to soils, wetlands, flooding, drainage, natural features, and potential archeological features. o A wetland crossing is proposed for lots 5 and 6 however no wetland pem1itting information was submitted. • Article JV, Section C 1.g. State or County ROW detailed highway improvements plan o No drawings of the east bound and west bound turns lanes into the development were furnished. Further, no correspondence from ALDOT was furnished indicating at whjcJ1 phase of development installation of either or both tum lanes wil I be required. • Article JV, Sec/ion C. 2. Staff Review o For the applicant's infonnation this provision within the City of Fairhope Subdivision Regulations allows staff to hold over incomplete appl ications. • Article VJ, Section C. Construction Standards-Curbs and Gutters o Provide an alternative water lateral marking system approved by the City of Fairhope Water and Sewer Superintendent (s ubject development does not furnish curb and gutter in tJ,e areas where water laterals will be installed). o The City of Fairhope Water and. Sewer Superintendent requires that all water service laterals, including the meter box and curb stop shall be installed prior to hydrostatic testing. Please reflect this requjrement on the standard water service detail. • Article VI, Section F. Constrnction Standards-Water System o The typical new water service detail on drawing D3 shall be amended to reflect a Ford B43-33 !W-NL (or approved equal) curb stop as well as Mueller K-15008 (or approved equal ) corporation stop. Further, the tapping saddle callout shall be amended to reflect a JCM 404 series tapping saddle with stai nless steel straps. o P lease edit the various drawings to indicate the use of C900 PVC pipe for water mains. • A rticle V, Section D.3,f Street Standards -Street Layout o Please submit a request for a partial wavier tequestjng approval of the submitted streetlight that exceeds 15 '-0''. Staff intends to request an amendment to the subdivision ref:,11.Ilations to better- reflect the streetlights furnjshed by local utilities , however in the interim a waiver request is required. VIA E-MAIL ATTAC HMENT • Article /I. Section E.5.a.-c. Lot Standards -Utility Access and Easements o Please re-word general note number l on the plats to reflect the 15 ' utility easement a long side and rear lot l ines. T he easement may lie eqL1a1ly on adjacent, interior lots. For clarity, easements required by other judsdictions shall be reflected with a separate general note. • Article V. Section F.5.b. Storm Water Standards -Fl ow Control-Design Standards and Calculations o Staff is in receipt of the applicant's waiver request regard ing the ditch bank side slopes. Please coord inate the a ll owable ditch bank side slope with the Baldwin County Hi ghway Department requirement for the ditch bank side slope on all applicable drawings. Staff w ill request the planning co mmission accept the waiver and accept the side slope requirement s of the Baldwin County Highway Department. • Article V, Section F. 7.a. Storm Water Stru1dards -Detention and Retention Facilities o A landscape plan for screening around the detention pond shall be submitted as req uired by Section 20.5-4 paragraph "I I" of the C ity of Fairhope Tree Ordinance number l 444. Note the maximum pond side slope sha ll be 4:1. lf it is the desire of the applicant for Case number SD 20.54 to appear on the January 4, 2021 Planning Comm ission meeting, response t o this letter addressing all outstandi ng items and including all required revisions is required no later than 9:00 AM on Thursday, December 10, 2020. If the deadline p asses wi th no response, the a pplication will be withheld from the agenda due to an incomplete application. The City of Fairhope reserves the right to make additional comments to this application prior to the Planning Commission meeting date. Please feel free to contact me at (25 1) 929-7436 w ith questions. I as well as City of Fairhope staff will also be happy to meet with you to discuss the application in greater detail . Respectfully, 98~u£~~- ]. Buford King C ity of Fairhope P lanning and Zoning Department CC: Ju sti n Britt, PE November 16 , 2020 Casey Hill Dewberry Engineers & Surveyors 25353 Friendship Rd . Daphne, Alabama 36526 RE : Estates at the Verandas Dear Ms. Hill : ATO 2155 OLD SHELL RD Suite MOBILE , AL 36607 T : 2514 718361 F: 25147104 lO www.att.com Th is letter is in response to your request for information on the ava ilability of service al the above proposed Subd ivision by AT&T. This letter acknowledges that the above referenced Subdivision is located in an area served by AT&T . Any s ervice arrangements for the Subdivision will be subject to lat er discussions and agreements between the developer and AT&T. Please be advised t hat this letter is not a commitment by AT&T to provide service to th e Estates at the Verandas Subdivision . Please contact me at the phone number included i n th is letter with any questions. T hank you for contacting AT&T. Sincerely, Wade M itchell MGR OSP Planning & Engineering Design COUNTY RD 48FAIRHOPE AV GAYFER RD EXT R O YAL LN JMICHAELSTNORMANDY STSALVADOR STBLUEBERRY LNNOBLEMANDRRIVERMILLDRKNOLLWOOD AV IDLEWILDDRT E A L E A F W I LLO W L NWE E PING WILLO W STBROWNING LNPETZ AV GILBREATH AV FALLS CREEK STSAINT CHARLES CT LOWRY DR BELMONT AV AYRSHIRELNSTATE HWY 181THOMPSON HALL RDHUCKNALL DR City of FairhopePlanning Commission January 4, 2021 ¯IDLEWILDDRFAIRHOPE AV R O Y A L LN GIRBY AV HALLS MILL AVNORMANDY STGAYFER RD EXT STATE HWY 181STRATFORD STCOUNTY RD 48 MEMORIAL AVGRELOT STFALLS CREEK STLOWRY DRHUCKNALL DR ZC 20.10 - Klump PUD Legend COF Corp. Limits B-2 - General Business 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: Klumpp PUD amendmentsSite Data: 80 acres (approximately)Project Type: Planned Unit Development (PUD)Jurisdiction: Fairhope Planning JurisdictionZoning District: Planned Unit Development (PUD)PPIN Number: 236701, 24160, 316793General Location: Northwest intersection of SR 181 and Fairhope Avenue (CR 48)Surveyor of Record: Goodwyn, Mills, and Cawood, Inc. Engineer of Record: Scott Hutchinson, GMC Owner / Developer: Gayfer Village Partners, LLC Mr. Tom Mitchell Mr. Bill MitchellSchool District: Fairhope East Fairhope Middle and High Schools Recommendation: Approve with ConditionsPrepared by: Hunter Simmons 1 ZC 20.10 Klumpp PUD Amendment – December 7, 2020 Summary of Request: The applicant is seeking amendment of PUD ordinance number 1664 related to the Klumpp Planned Unit Development adopted November 25, 2019. The subject property is located at the northwest intersection of State Highway 181 and Fairhope Avenue/County Road 48 and extends north to the southwest corner of State Highway 181 and Gayfer Avenue/County Road 30. The subject property is bordered to the northwest by the adjoining White Grove subdivision, zoned R-2 medium density single family residential, and bordered to the southwest by the adjoining PPIN 14493 zoned R-A residential agricultural. The subject property adjoins Idlewild Subdivision (R-2) to the south, separated by the Fairhope Avenue right-of-way (ROW) as well as various properties comprising the southwest intersection of Fairhope Avenue and HWY 181, all zoned B-2 general business district. All remaining properties adjoining subject property are separated from subject property via ROW and are located within unzoned Baldwin County Planning District 14. Comments: ORIGINAL PUD The subject property is comprised of one large (PPIN 236701) generally rectangular parcel fronting AL HWY 181, Fairhope Avenue, and Gayfer Road Extension, all paved, publicly-maintained streets. PPINs 24160 and 316793 are inclusive of PPIN 236701 and will likely become functions of a future subdivision. The site plan supporting the original PUD (Case number ZC 19.13) is included above in excerpted form and color- coded to reflect the “units” proposed for the PUD. The requested site plan that amends the PUD ordinance is included below. h I ' I I I I I ~ "" . 11~ ..t:. --~ --- '°' . ..,,,,,_ UII' I ~ . I M .. ~ I~ ¥ I , ... "ij i. llBlII 2 ZC 20.10 Klumpp PUD Amendment – December 7, 2020 PROPOSED PUD AMENDMENT (Revised for January PC Meeting) • Unit 1 o As approved Unit 1 (28.79 acres +/-) contains 16 lots with allowable uses and lots sizes identical to B-2 General Business District Zoning. The developer requests, via inclusion of drawing 2 of 2 in the PUD ordinance, self-imposing the Site Plan Review procedure as included within Fairhope’s Zoning Ordinance. o As requested, Unit (19.06 acres +/-) will contain up to 12 lots. Similar to the original PUD, the requested Unit 1 contains allowable uses and lots sizes identical to B-2 General Business District Zoning. Also similar to the original PUD the developer requests, via inclusion of drawing C3.01 in the PUD ordinance, self-imposing the Site Plan Review procedure as included within Fairhope’s Zoning Ordinance. • Unit 2 o As approved Unit 2 (23.20 acres +/-) depicted in light red on the facing page identically replicates the use of R-5 High Density Dwelling Residential (10 units per acre, for 232 units total) but requests the lot size shown on the site plan drawing 1 of 2 in lieu of the allowable number of dwelling units included within Table 3-2 in the City of Fairhope Zoning Ordinance. Similar to Unit 1 Unit 2 will be required to follow the Site Plan Review procedure included in The City of Fairhope Zoning Ordinance as a self-imposed requirement of the PUD. o As requested, Unit 2 (41.03 acres +/-) closely replicates R-3 High Density Single-Family Residential but requests the lot size and approximate building layout (Up to 233 Units) shown on the site plan drawing C2.01. Similar to Unit 1 Unit 2 will be required to follow the Site Plan Review procedure included in The City of Fairhope Zoning Ordinance as a self-imposed requirement of the PUD. • Unit 3 3 ZC 20.10 Klumpp PUD Amendment – December 7, 2020 o As approved Unit 3 (14.11 acres +/-) depicted in light green on the original site plan contains 67 residential lots modeled after an R-3 zoning district with modifications that reduces the minimum lot size and increases the allowable lot coverage. At the time of development activities unit 3 shall follow the City of Fairhope’s Subdivision Review Process and comply with the current Subdivision Regulations in addition to the requirements of the PUD ordinance. The original submission to the Planning Commission included 77 single family lots, however the reduction to 67 single family lots reflects conditions of approval required by the Planning Commission at the time of consideration. o As requested, Unit 3 (10.63 acres +/-) removes the single-family residential lots from the development and proposes requirements modeled after R-3 zoning district (approximately 59 Units) with modifications that reduces the minimum width. The allowed use for Unit 3 shall be limited to convalescent, nursing, or assisted living. The applicant indicates they do not wish to provide a layout of the proposed development for Unit 3 at the time of PUD amendment, but wishes to self-impose the site plan approval process for Unit 3 should the PUD amendment receive approval. The following was provided within the December staff report. Notes in red highlight the amendments made in the applicant’s revised plan. Fairhope’s Zoning Ordinance (Article II Section C.1.e) contains nine (9) criteria by which an application for re-zoning shall be reviewed: (1) Compliance with the Comprehensive Plan; Response: The intersection of Hwy 181 and Fairhope Ave is listed as a Village Node within the Comprehensive Plan. “Highway 181 / Fairhope Ave presents an additional village opportunity. While this area has seen a growth of large retailers in the recent past due to regulatory limitations (i.e. significant property located outside of the City Limits in unzoned Baldwin County), it is in the early stages of village pattern development. River Mill Subdivision is connected to both Fairhope Avenue and Windmill Road. The residential areas around Gayfer Avenue and Blueberry Lane are built in accordance with the City Subdivision Regulations and provide neighborhood level greenspace, sidewalks, streets, trees, and connectivity. While this area will evolve over time, the “bones” of a village are generally in place.” 0 I c:::::::::1 DI ao..ui--, 4 ZC 20.10 Klumpp PUD Amendment – December 7, 2020 Specifically, in regard to Village Nodes, the Comprehensive Plan reads “Simply evaluating development at these areas (Village Nodes) will not result in a Village – it will take a proactive effort”. The following excerpt from the Comprehensive Plan is provided for guidance: (2) Compliance with the standards, goals, and intent of this ordinance; Response: PUD Planned Unit Development: This district is intended to encourage innovative development that meets comprehensive plan goals and is tailored to the unique constraints and conditions of a particular site. This district allows flexibility in uses, designs, and building layouts as opposed to other zoning districts to better serve community needs. While the original PUD’s regulating plan was general, deferring specifics to future Site Plan Reviews, there was a framework for meeting the intent of a PUD. The proposed amended PUD, by being overly general, makes it difficult to recommend approval. The applicant has self-imposed a site plan review for all units. The first unit developed will require installation of Unit 2, for example, should not require a future Site Plan review. It is feasible to include a comprehensive site plan (for Unit 2) as part of this PUD process with landscape plans, architectural examples, etc., and, at the least, include pedestrian circulation for the entire PUD. It would also be prudent to include guidelines for the Units 1 & 3 to ensure they are developed consistent with Fairhope’s Comprehensive Plan, which may include build-to/setback lines, landscape buffers, planned green space, plant selections, etc. Size -They should be 30,000 to 180,000 squa re feet in commercia l / m ixed-use deve l opment. Stre et Lo ca t ion -They shou ld push as close to the street as possib le Architectura l Gui delines -There shou ld be bui ldi ng design gu idel ines that deal w ith architectural themes, materials, and massi ng. There shou ld be an architectural "anchor", a building w ith a d istinct and focused character, i n each v il lage. Auto m obile Acce ss -Automo bi le access wi ll be i mportant to the success of the v il lage, thus it shou ld be incorpor ated as appropriate. Ho w ever, address i ng the locati on and aesthetics of pa rki ng lots w ill be crit ica lly important. Veh icular access from the supporting and existi ng road w ays is also important. Integration of Right-of-Way i mprovements, turn lanes, signa ls, side w alks, landscap i ng, street l ighti ng, push -pad signa ls, cross w al ks, and similar infrastructure should be comp rehensively eva luated by the City. Th i s would res u lt in the Right-of-Way and and roadw ays be i ng upgr aded in conjunction with the development. Internal circu lat ion must not be the typica l m aneuve ri ng areas through a la rge parking lot, but seek to create mor e of a streetscape experience with "on- street" par king in either a pa ra ll e l or diagonal configurat ion. A good operating princi ple w ould be that large surface parki ng lots shou ld not dom i nate the view of building frontages. Vehicular access is alw ays important and shou l d be accommodated; however, park ing is a net negative i n terms of visual quality. 5 ZC 20.10 Klumpp PUD Amendment – December 7, 2020 Unit 2 is now proposed as illustrate on C2.01 and includes up to 233 units. Sidewalks were provided within Unit 2 and the westernmost buffer was increased to 45’, which now includes a sidewalk connecting all three units with both Fairhope Ave and Gayfer Rd. Within the 45’ buffer, the westernmost 10’ will be planted to provide a buffer/screen consistent with the City of Fairhope Tree Ordinance. Street Trees will also be planted in accordance the City of Fairhope Tree Ordinance. Staff does have some concern that some conflicts exist between retention/detention, possible wetlands, and greenspace requirements within Unit, but those are not part of this review. Unit 2 will require a site plan review as well as an MOP review in the future to resolve the above- referenced concerns. Staff recommends a condition of approval to memorialize the 20% greenspace per density shown and urge that retention/detention should not be placed where greenspace is currently shown unless installed as an improved amenity, such as accessible ponds with landscape consistent with the City of Fairhope Tree Ordinance. A condition of approval of the previously approved plan required a master drainage plan at time of subdivision and staff makes the same recommendation for the current application. Unit 1 lots require parking to be located to side or rear of buildings. The following was submitted by the applicant to further support a comprehensively planned development. (3) The character of the surrounding property, including any pending development activity; Response: The comprehensive plan describes a village center at this location and states that the “bones” are already in place. The surrounding properties are unzoned, RA, R-2, and B-2. The original PUD provided adequate transition to the single-family residential along the western boundary, while also allowing denser and more intense uses along the highway corridor and internally within the site. Staff is concerned that the submitted PUD amendment, with its removal of higher-density single family residential, diminishes the transition of use and transition of density contemplated by the comprehensive plan. The westernmost buffer was increased to 45’ and will include a 10’ screen abutting adjacent property. (4) Adequacy of public infrastructure to support the proposed development; Response: Fairhope Public Utilities can be made available during the subdivision process; however, staff urges the applicant to contact Fairhope Public Utilities in short order to discuss utilities, 4. In attempt to achieve a cohesive character of residential development in Unit 2; Fronts of all residentia l building units within Un it 2 shall fall within in a 20' min. and a 40' maximum build to zone from the street, with the exception of bui ldings impacted by uti l ity locat i ons, l ighting, or bu i ld i ngs located along corners, or curves in the street in which case these bui ldings may vary from this build-to zone. 5. In attempt to achieve a cohesive character of development in Unit 1 and 2; All building facade materials shall be constructed of like materials set, in precedent, by the 1st site p lan development submittal. 6 ZC 20.10 Klumpp PUD Amendment – December 7, 2020 particularly access to sanitary sewer. The “upsizing” provisions of the subdivision regulations will likely be invoked if development activities proceed. (5) Impacts on natural resources, including existing conditions and ongoing post-development conditions; Response: Wetlands are present on the subject property and all wetland delineations, reports, ordinances, and buffers will be required during the development process. (6) Compliance with other laws and regulations of the City; Response: At the time of development all applicable laws of the City will be applied. (7) Compliance with other applicable laws and regulations of other jurisdictions; Response: At the time of development all applicable laws will be applied. (8) Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values. Response: As mentioned previously staff is concerned about the loss of single family residences within the PUD, and the possibility of higher-density multi-family located directly-adjacent to lower density (R-1 and R-2) single family residential. The westernmost buffer was increased to 45’ and will include a 10’ screen abutting adjacent property. In addition, pedestrian circulation should be designed connecting the subject property with adjacent and surrounding properties. Sidewalk connections were made throughout the site connecting all units together, as well as connecting to the perimeter sidewalks and on all public roads. As opposed to the previous plan, sidewalks and street trees are provided fronting Hwy 181. Planning Commission may want to discuss when installation of perimeter sidewalks and street trees are installed. (9) Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values. Response: As mentioned previously staff is concerned about the loss of single family residences within the PUD and the possibility of high-density multi-family uses located directly-adjacent to lower density (R-1 and R-2) single family residential uses. As proposed, B-2 and R-5 abut R-1 and R-2 properties. Staff recommends a better transition to adjacent properties that may come in the form of larger buffers, greenspace, or less dense housing. The westernmost buffer was increased to 45’ and will include a 10’ screen abutting adjacent property. Per the City of Fairhope Tree Ordinance, a 20’ preserved greenspace shall be provided along Fairhope Ave and Gayfer Rd. Development along Hwy 181 was not contemplated when the Tree Ordinance was adopted. Staff would like to recommend a condition of approval that the 20’ preserved greenspace be provided along Hwy 181 as well. To be clear, this does not impose an additional 20’ to the required setback, but rather preserve the space within the setback for the preservation of trees. Staff Recommendation: 7 ZC 20.10 Klumpp PUD Amendment – December 7, 2020 Staff recommends Case # ZC 20.10 Klumpp Planned Unit Development (PUD) amendment for PPIN’s 236701, 24160, 316793 be APPROVE subject to the following conditions: 1. A master drainage plan shall be prepared for the entire site and included with the initial subdivision application creating units 1-3 2. City of Fairhope site plan review (Zoning Ordinance Article II, Section C.2.) shall be mandatory for each lot within units 1-3. 3. City of Fairhope subdivision regulations (including multiple occupancy project provisions as applicable) shall be required for the creation of all lots and units within the Klumpp PUD. 4. A 20’ greenspace and tree preservation strip shall be provided along Hwy 181. 5. Unit 2 will require 20% greenspace as shown. Provided retention/detention shall not encroach into required greenspace other than those methods approved within the City of Fairhope Subdivision Regulations and/or as approve during MOP/Site Plan Review. SIGNALEXISTINGGAYFER ROAD ALABAMA HIGHWAY 181ALABAMA HIGHWAY 181FAIRHOPE AVE SIGNALPROPOSEDSIGNALEXISTING240' ±.LOT21.15 AC.LOT41.14 AC.LOT51.80 AC.LOT31.14 AC.LOT11.43 AC.LOT122.29 AC.LOT61.39 AC.LOT91.71 AC.LOT102.62 AC.LOT111.41 AC.LOT71.39 AC.LOT81.59 AC.UNIT 130' SETBACK 30' SETBACK30' SETBACK 30' SETBACK 19.06 AC.±45' COMBINED SETBACK AND BUFFER45' COMBINED SETBACK AND BUFFER45' COMBINED SETBACK AND BUFFERDRAWING FILE: C:\Users\admartin\AppData\Local\Temp\AcPublish_20424\CMOB190186_BASE-PH2_REVISED.dwgPLOTTED: Dec 22, 2020 - 12:25amOVERALL SITE PLANSCALE: 1"=100'C1.011PROJECT LOCATIONDRAWN BY: JHP/ SAMCHECKED BY:sheet ofAEDGFH12346578109BC12346578109KLUMPP PARCELPROPOSED DEVELOPMENTFAIRHOPE, ALABAMA3GMCProject: CMOB19018617 DECEMBER 2020s 01•04•41" w 1296.67'(A) S 00'32'08"' W 1297.92'(A) UNIT2 41.03 AC.± L -' . ' . UNIT3 10.63 AC.± 86"12'31" E 100.00'(A) Tl 4:,7' N 04·52•32• t 100.46"(A) ~ N 00"54'29• E ~3.01'(A) N 00'49'05~ t 1563.72'(A) ~ 0 100 100 --~ ~ ' SCALE: 1 "-100 200 SIGNALEXISTINGGAYFER ROAD ALABAMA HIGHWAY 181ALABAMA HIGHWAY 181FAIRHOPE AVE SIGNALPROPOSEDSIGNALEXISTING.WETLANDAREAWETLANDAREALOT21.15 AC.LOT41.14 AC.LOT51.80 AC.LOT31.14 AC.LOT11.43 AC.LOT122.29 AC.LOT61.39 AC.LOT91.71 AC.LOT102.62 AC.LOT111.41 AC.LOT71.39 AC.LOT81.59 AC.UNIT 130' SETBACK 30' SETBACK30' SETBACK 30' SETBACK 19.06 AC.±45' COMBINED SETBACK AND BUFFER45' COMBINED SETBACK AND BUFFER45' COMBINED SETBACK AND BUFFERLANDSCAPE AREAS , TYP.WITH CONNECTING TRAILWESTERN MOST 10' WILL MEET SECTION 20.5-4OF CITY OF FAIRHOPE TREE ORDINANCEUNIT 1: FAIRHOPE AVE, HIGHWAY 181, AND GAYFER ROAD FRONTAGES SHALL PROVIDE 5' (min.) SIDEWALK AND STREET TREE IN 8' PLANTING STRIPTREES PROVIDED AT 45' O.C. STREET TREES SHALL BE SELECTED FROMSECTION 20.5-13 (OVERLAY TREES) OF CITY OF FAIRHOPE TREE ORDINANCE(SPACING ADJUSTED FOR DRIVEWAYS AND UTILITIES.)UNIT 1: ALL LOTS AND COMBINED LOTSSHALL PROVIDE PARKING TO SIDE OR REARUNIT 3 SHALL PROVIDE A MINIMUMOF 3 SIDEWALK CONNECTIONS,WITH ONE CONNECTING TO THESIDEWALK FRONTING GAYFER RDAND ANOTHER CONNECTING THESIDEWALK ON THE EASTERNEDGE OF UNIT 3.UNIT 1: INTERNAL STREET FRONTAGES SHALL PROVIDE 5' (min.) SIDEWALKS AT BACKOF CURB ON UNIT 2 SIDE OF STREETUNIT 2: INTERNAL STREETSSHALL PROVIDE 5' (min.) SIDEWALKS ALONG THE BLOCK PERIMETER AND STREETTREES IN 6' PLANTING STRIP AT 60-80' O.C. STREET TREES SHALL BE SELECTEDFROM SECTION 20.5-13 (OVERLAY TREES) OF CITY OF FAIRHOPE TREE ORDINANCE(SPACING ADJUSTED FOR DRIVEWAYS AND UTILITIES.)UNIT 2: INTERNAL SIDEWALKSFINAL CROSSING LOCATIONS TO BE COORDINATE DURING FINAL SITE PERMITTING.ALL SIDEWALKS TO BE 5' MIN. GENERALLY AS SHOWN TO PROVIDE INTERCONNECTIONBETWEEN AND ACCESS TO UNITS 1 AND 3LANDSCAPE AREAS , TYP.WITH CONNECTING TRAIL5' (min.) SIDEWALK LOCATEDIN BUFFER / SETBACK AREA5' (min.) SIDEWALK LOCATEDIN BUFFER / SETBACK AREADRAWN BY: JHP/ SAMCHECKED BY:sheet ofAEDGFH12346578109BC12346578109KLUMPP PARCELPROPOSED DEVELOPMENTFAIRHOPE, ALABAMA3GMCProject: CMOB19018617 DECEMBER 2020DRAWING FILE: C:\Users\admartin\AppData\Local\Temp\AcPublish_20424\CMOB190186_BASE-PH2_REVISED.dwgPLOTTED: Dec 22, 2020 - 12:26amOVERALL SITE PLANSCALE: 1"=100'C2.012UNIT 1: AMENITY AREAFINAL DESIGN TBD.-UNIT3 10.63AC.± ---=--= -:-:~-~-:: __ --:.~.-:>-< .. :--;:tj:t:j:~-------\ \ \~-- ---~~ tf .. -r -,--· ·-....._ ; '·-· ~ / / _./ -4-9;(· / ~ 100 0 100 200 ~----0----I SCALE: 1"=100' DRAWN BY: JHP/ SAMCHECKED BY:sheet ofAEDGFH12346578109BC12346578109KLUMPP PARCELPROPOSED DEVELOPMENTFAIRHOPE, ALABAMA3GMCProject: CMOB19018617 DECEMBER 2020DRAWING FILE: C:\Users\admartin\AppData\Local\Temp\AcPublish_20424\CMOB190186_BASE-PH2_REVISED.dwgPLOTTED: Dec 22, 2020 - 12:26amNOTESNO SCALEC3.013TABLE 2UNIT AND RIGHT-OF-WAY ACREAGEACREAGE EXCLUDING R.O.W ACREAGE OF R.O.WUNIT 1UNIT 2UNIT 3TOTAL SITE19.0641.0310.635.1370.725.13TABLE 1UNITLOT(S)ZONINGDIMENSIONSTANDARDS1 1-13 B-2ALLOWEDUSESB-2DRAINAGEANDDETENTIONShall be designed and constructed inaccordance with the Stormwater Standards ofthe Fairhope Subdivision RegulationsdB(see Table 2 ofPUD)See Parking of theFairhope ZoningOrdinanceROADWAYTYPEPARKING CITY OFFAIRHOPECOMPREHENSIVE PLANCOMPLIANCEYesIn accordance with Article II – Procedures of the Fairhope Zoning Ordinance,each lot of Unit 1 shall follow the Site Plan Review Procedures. This processrequires, in general, the following steps:1. Submittal of Site Plan Application by applicant2. Determination by Director of Planning and Building that theapplication is complete3. Review and recommendation by Planning Commission with optionalPublic Hearing4. Final decision by City Council21R-3aR-3Shall be designed and constructed inaccordance with the Stormwater Standards ofthe Fairhope Subdivision RegulationsB,C(see Table 2 ofPUD)See Parking of theFairhope ZoningOrdinanceYesIn accordance with Article II – Procedures of the Fairhope Zoning Ordinance,each lot of Unit 2 shall follow the Site Plan Review Procedures. This processrequires, in general, the following steps:1. Submittal of Site Plan Application by applicant2. Determination by Director of Planning and Building that theapplication is complete3. Review and recommendation by Planning Commission with optionalPublic Hearing4. Final decision by City Council31 R-3CShall be designed and constructed inaccordance with the Stormwater Standards ofthe Fairhope Subdivision RegulationsA,B(see Table 2 ofPUD)YesIn accordance with Article II – Procedures of the Fairhope Zoning Ordinance,each lot of Unit 1 shall follow the Site Plan Review Procedures. This processrequires, in general, the following steps:CITY OF FAIRHOPE APPROVAL PROCESSeeeOwner: Gayfer Village Partners,LLC1.2.3.4.NOTES1.Drainage, utility and pedestrian easements will be provided and recorded asnecessary during site plan and subdivision approval.2. Each lot of each unit must provide and maintain positive drainage for adjacentproperties that may be discharging onto it.3. Sidewalks (min. 5' wide) will be provided along both sides of every public streetwithin the PUD at the time the streets are constructed.4. In attempt to achieve a cohesive character of residential development in Unit 2;Fronts of all residential building units within Unit 2 shall fall within in a 20' min. anda 40' maximum build to zone from the street, with the exception of buildingsimpacted by utility locations, lighting, or buildings located along corners, or curvesin the street in which case these buildings may vary from this build-to zone.5. In attempt to achieve a cohesive character of development in Unit 1 and 2; Allbuilding facade materials shall be constructed of like materials set, in precedent,by the 1st site plan development submittal.5.1. Subsequent buildings may vary in material by providing greater or equalquality of facade material and design and as approved by the PlanningCommission and City Council.6. Sidewalks within all Unit 1, Unit 2, and Unit 3 lots will be designed and constructedin accordance with the Site Plan approved for each lot.7. All trees and landscape material will be provided as listed in local landscapeordinances unless otherwise coordinated with the city urban forestry or arborist.1. Submittal of Site Plan Application by applicant2. Determination by Director of Planning and Building that theapplication is complete3. Review and recommendation by Planning Commission withoptional Public Hearing4. Final decision by City Councila. The zoning dimensions for Unit 2, Lot 1 are modeled after, but not identical to, the zoning requirements for R-3 found in the Fairhope Zoning Ordinance. Thefollowing exceptions apply:1. The minimum lot width shall not apply. The lot dimensions shall be as shown on the PUD drawing.b. The requirements for Unit 3, Lot 1, are modeled after, but not identical to, the zoning requirements for R-3 found in the Fairhope Zoning Ordinance.1. The minimum lot width shall not apply. The lot dimensions shall be as shown on the PUD drawing.c. The allowed use for Unit 3, Lot 1 shall be limited to convalescent, nursing or assisted living home.d. Each lot in Unit 1 shall provide its own stormwater control and detention.e. This PUD document, along with the City of Fairhope’s Ordinances, Regulations, and review processes will provide a development that complies with theCity’s Comprehensive Plan.'l.' t" PROPERTY OESORiPTIOO: STA.TE OF ALABAMA COUN1iY OF BALOINlli'J COMP.IEOCIE AT A RAJILROAD Sf'IKE AT THE NORTHEAST CORNER OF SECTION 15, TO'NNSHIP 6, SOLJTH,. RANGE 2 EJIST, BA.LDWIN OOl!JlfTY, ALABAMA; RUN THENCE WEST. ALOI'«, THE NORTH E OF SA.ID SECTIO 15 1320.55 FEET TO A POINT; RUN TiiEli'JCE SOUTH 00-22-18 W£ST, 29-13 FEET TO A CAPF'ED REBAR MARKER ON THE SOlJTHRIGITT-Of-\'IAYLll'IIE OFGAYFBRA~UEFORTHE POINT OF BEGINNING OF TI-IE PROPERTY c~IN DESCRJBIED, SA.ID POJITT BEJ}IG THE NORTHEAST CORNER OF "WHITE GROVE Sl.IBDMSION, UNIT TWO" AS RECORDED ON SLIDE 1344-B IN THE BALDWIN COUNTY PROBATE RECORDS, CONTINUE THENCE SOUTH 00-22-18 WEST, ALONG THE EAST LINE OF SAID SUBDIVISION, 1298.08 FEET TO A CAPPED REBAR MARKER AT THE SOUTHEAST CORNER OF SAID SUBDIVISION; RUN THENCE SOUTH 00-56-09 WEST, 1297.18 FEET TO A CAPPED REBAR MARKER ON THE NORTH RIGHT-OF-WAY LINE OF FAIRHOPE AVENUE; RUN THENCE SOUTH 89-55-36 EAST, ALONG SAID RIGHT-OF-WAY LINE, 1178.82 FEET TO A CAPPED REBAR MARKER; RUN THENCE NORTH 45-24-21 EAST, 132.28 FEET TO A CAPPED REBAR MARKER ON THE WEST RIGHT-OF-WAY LINE OF COUNTY ROAD 27; RUN THENCE NORTH 0044-18 EAST, ALONG SAID WEST RIGHT-OF-WAY LINE, 229.22 FEET TO A CAPPED REBAR MARKER; THENCE CONTINUE NORTH 00-44-18 EAST, ALONG SAID RIGHT-OF-WAY, 107.86 FEET TO A CAPPED REBAR MARKER; THENCE RUN NORTH 04-44-33 EAST, ALONG SAID RIGHT-OF-WAY, 100.24 FEET TO A CAPPED REBAR MARKER; THENCE RUN NORTH 00-44-18 EAST, ALONG SAID RIGHT-OF-WAY, 433.00 FEET TO A CAPPED REBAR MARKER; RUN THENCE NORTH 00-44-18 EAST, ALONG SAID RIGHT-OF-WAY LINE, 1562.96 FEET TO A CAPPED REBAR MARKER ON THE SOUTH RIGHT-OF-WAY LINE OF GAYFER AVENUE; RUN THENCE SOUTH 89-57-26 WEST, ALONG SAID RIGHT-OF-WAY LINE, 1282.66 FEET TO THE POINT OF BEGINNING; CONTAINING 75.93 ACRES, MORE OR LESS. 2 6 24 12 N S :ii "' 0 t N u "' I!! "' "' "' "' "' N "' -' "' 0 N C < <O ;: ·.;; .; N ... ~ C "' ~ a, .c ~ z "' a. N u 0 .. :ii N C I-" November 30, 2020 City of Fairhope attn: Emily Boyett Re: Case no. ZC20.10 "Klumpp Parcel" Dear Emily, Enclosed herein are comments concerning the proposed site plan. The northernmost entrance on SR 181 appears to be a Right In-Right Out configuration. Until SR 181 is a divided highway between Gayfer and Fairhope Ave ., motorists are likely to ignore common sense, pavement markings, and signage and the RI -RO concept. Evidence: watch Walmarts RI-RO accesses. The middle entrance on SR 181 appears to be yet another trafffic signal. Could a t raffic circle be a better option? Fairhope does not need another traffic signal on t his section of road. The south entrance on SR 181 simply to close to the existing SR 181/ Fairhope Ave. intersection. Again, a Right In-Right Out configuration works in theory only. The easterly entrance on Fairhope Ave. is the worst potential problem. This is already a traffic mess. There are three uncontrolled accesses nearby: Bay Shore's Gas station, the car wash, and Golden Auto Sales. The 8-1/2 x 11 inch drawing provided by the city is deficient in that it does not show those three accesses. Plus the easterly entrance appears to be uncontrolled. A mess. It might be time for the city to clean up the existing accesses here. Perhaps a raised concrete median on Fairhope Ave. is warranted, similar to w hat is sorely needed on Fairhope Ave. at Walgreen's, to stop dangerous and illegal movements. The westerly entrance on Fairhope Ave. is difficult to evaluate, since the existing intersection at Idlewild Blvd. is not shown. Therefore, one cannot discern how the new entrance will align with Idlewild Blvd . Finally, I count 236 new residential units on the proposed project. Frank & Elvira Connell 20605 Lowry Drive Fairhope, AL 36532 November 27, 2020 City of Fairhope Planning Commission Reference: Gayfer Village We have three issues concerning the proposed development. 1) There is a long standing problem of storm water retention in both the south east and south west corners of our development, White Grove. We had been told that once the former Klumpp property was annexed into the city that the problem of storm water runoff would be resolved. We want to insure that problem will be resolved either prior to or conc urrent with the Gayfer Village development. 2) We request that the 8 to 10 foot fence separating the proposed development from our property be erected and subsequently maintained early in the development process in order to mitigate both the noise, dust and debris on our property created by the development 3) We have a large live oak tree on the eastern edge of our property bordering the proposed Gayfer Village development. Several large limbs extend 10 to 15 fee t into the proposed development. We are concerned that if that branches are cut off the balance of tree may fall onto our house. We requ est that a knowledgeable City representative from the Land sca pe Section of the Public Dept. come inspect the tree and the situation I described. In closing please inform us of the proposed start date of the development. Thank you, Frank & Elvira Connell U S HWY 98 KELLER RDKEY ALLEGRO BLVDSEA BREEZE BLVDGUMSWAMPRDCOUNTY RD 11 HAMILT O NLN MARY ANN BEACHRD EXTMARY ANN BEACH RDLARI-BEL DR T U R NER LN DOMINION DR City of FairhopePlanning Commission January 4, 2021 ¯KEYALLEGROBLVDSEA BREEZE BLVDU S H WY98 CORAL SEA DR BOCA RATON DR PALM BEACH DR KEY WEST DR KEY LARGO DR KEY BISCAYNE DR TURNER LN SD 21.02 - Dove Run East Legend COF Planning Jurisdiction ¯ ¯ ^ PPIN 31753 PPIN 234524 PPIN 234524 Project Name: Dove Run East Site Data: 9.12 acres / 2.41 units per acreProject Type: Multiple Occupancy Project (22 units)Jurisdiction: Fairhope Planning JurisdictionZoning District: Unzoned Baldwin County District 14PPIN Number: 234524 and 31753General Location: 1/4 mile east of CR98/US98 intersectionSurveyor of Record: Seth Moore, PLSEngineer of Record: David Shumer, PEOwner / Developer: Dove Run, LLC Mr. Pierce T. Waldrep School District: Newton Elementary School Fairhope Middle and High Schools Recommendation: Preliminary Approval with ConditionsPrepared by: J. Buford King □ f7 -I CITY OF FAIRHOPE PUBLIC WORKS PO DRAWER 429 FAIRHOPE, AL 36533 251-928-8003 020646 -0002 Emily B . 11/17/2020 03 :46PM MISCELLANEOUS SUBDIVISION (SUB) 2021 Item : SUB 1@ 5 ,300 .00 SUBDI VISION (SUB) 5 ,300 .00 Subtotal Total CHEC K Check Num b er 2341 Change due Paid by : 9650 DOVE RUN , LLC Co mme nts : SD 21 .02 DOV8 RUN EAST MULTIPLE OCCUP ANCY PROJECT 9650 DOVE RUN , LLC 1 2 4 NE WNAN ST . CARROLLTON , GA 30117 5,300.00 5,300.0Q 5,300.00 5 ,300 .00 0.00 555 S SECTION ST , FAIRHOPE AL , 36532 http ://www.cofairhope .com CUSTOMER COPY Design and Data Insure™ Policy I/;\\ I RON SHORE l ihcrt\ 1trrua l ( rnnp:t11)' LIBERTY INSURANCE UNDERWRITERS INC. (,\ Swck lns ur:111c~ 1:nmp.tny, ht'rc1na 1tcr 1hc bt:o mpan{') 5 ~ Ill r ."1r.•c1., 2.,•1 1•1, N~w York, 1Y 11~~1 Tull-l'rtlt: number: H l(Wl-677 -91(,3 THIS POLICY l)ROVl.DES COVERAGE O ' ,\ CLA IMS-J\L DE D REPORTED B.ASJS. C VER.AG E .-\PPUE T CLAJM ' TJ---\'f :\Rl..!. FIRST i'vl \DE GAIN TYOU DORING .-\ POLICY 'l'.'K\R \VIT I ll THE POI .lCY PERJOD, AND flRST REPORTED TO US W1T IT 1 Tf-L\T POLI Y YE.AR, OR \.XllT f-SIXTY (60 ) D . YS \Ff'ER EXPIR, T ION OR TERMIN.ATIO OF THIS POLIC FOR 1\ \.WONGFUL ACT CO ll\HTTED Ot OR AFTER THE RETROACTIVE D .-\TE IF AP PLlCABLE,1\ND BEFORE THE El\.TI OF THE P OLI CY '{E:\R. CL IM EXPE S S RED CE A D 1\,L-\Y O !PLETT.LYE T[AUST TH LI~TTT or LIABILITY AND ARE SUBJ ECT TO THE DED CTJBLE. PLEI\SE REVT 'W THE POLICY CARE, LL Y. Company; Liberty fn surnnce Underwri ters, Inc. Producer: f\,ffiDALLION INSUR.\ CE 'ERVI CR', LLC Policy No.: .:lli ·1\BCEXK002 Renewal of: A E~ Y1\BCEXK O I Item 1. Ttcm 2. Item 3. lte.m 4. ~ DECLARATIO S Named Insured and Mailing Address: B:u·ton & Slrnin er Engineering LLC 3213 rvlidrow n Parle So uth Mobile _ \L 36606 Policy Period : August 1 . 20 18 to ug us t l, 2020 (ar · 12:0 1 }, M lo cal tim at th e add ress of th e_ 'arned fnsu.rec.l as sta red in frem I . above) Limits of Liability (inclusive of Claims Expenses. if appl icab le): A. $'I 000,000 Each Claim B. 1,000 000 Policy Year Aggregate. Coverage E -Pcivacy Regulatory Proceedings, Fines and Penalties Sublimit: N/A 1\ggrcga te Coverage F -Notification Costs Sublimit: /:\ .\ggregate Computer Forensic Costs Cap : I t\ Aggregate Deductible (incl u sive of Claims Expenses, if applicab le): .:\. $5,000 Each Claim B. 10,000 Policy Year :\ggregate LTIJI -.AEC -_<\EX-D UI (05/20 1:i) ( Control No. 11034771 STATE OF GEORGIA Secretary of State Corporations Division 315 West Tower #2 Martin Luther King, Jr. Dr. Atlanta, Georgia 30334-1530 CERTIFICATE OF ORGANIZATION I. Brian P. Kemp. the Secretary of Staie and th.-! Corporations Commissioner of the State of Georgia. hereby certify under the seal of mv office that 9650 DOVE RUN, LLC a Domestic Limited Liability Company has been duly organized under the laws of the State of Georgia on 05/03/2011 by the tiling of amcles of organization in the Office of l.he Secretary of State and b~ the pa~ ing offees as provided b~ Title 14 of the Ofiicial Code of Georgia Annotated. WITNESS my hand and official seal in the City of Atlanta and the State of Georgia on May 3, 2011 Brian P. Kemp Secretary of State ARTICLES OF ORGANIZATION !- Control No: 11034n1 Date Flied: 05f03/2011 08:53 AM Brian P. Kemp Secretary of State May 03, 20 11 FOR GEORGIA LIMITED LIABILITY COMPANY The name of the Limited Liabilit y Company is: 9650 Dove Run, LLC The principal mailing address of the Limited Liability Cornpatly is: 124 Newnan street Carrollton , GA 30117 The Registered Agent is: Pierce T Waldrep 124 Newnan Street Carrollton, GA 30117 County : The name and address of each organizer(s) are : Pierce T Waldrep 124 Newnan Street Carrollton, GA 30117 The optional provisions are: The Limited Liability is formed for the purpose of own fng, managing and leasing real estate and for all other lawful purposes [N WIT NESS WHEREOF, the undt:rsigned ha s ex ecuted these Art icles of Organization on U,e date se t forth below Signature(s): Date: Attorney-in-Fact, James T Camp May 03 , 201 J Operating Agreement of 9650 DOVE RUN, LLC ARTICLE: 1 DEFINITIONS The following term-. used in this Operating Agreement shall have the following meanings (unless otherwise expressly provided herein): 1.01 ''Articles of Organization": The Articles of Organization of9650 DOVE RUN, LLC, as filed with the Secretary of State of Georgia as the same may be amended from hme to time. I 02 "Affiliate". (i) ln the case ofan individual, any relative of s uch Person, (ii) any officer. director, trustee, partner, manager, employee, or holder of ten percent ( l 0%) or more of any class of the voting securities of or equity interest'in such Person; (iii) any corporation, partnership, limited liability company, trustorotherentity controlling, controlled byor under common control with such Person; or (iv) any officer, director, trustee, partner, manager, employee or holder of ten percellt (10%) or more of the outstanding voting securities of any corporation, partnership, limited I iabil ity company, trust or other entity controlling, controlled by or under common control witb such Person. 1.03 "Capital Acco11nt 11 a cap1tal account maintained in accordance with the rules contained in Treas. Reg. § l. 704-1 (b) (2) as maintained in accordance with applicable rules under the Code and as set forth in Treas. Reg.§ 1.704-l(b) (2) (4) as amended from time to time. 1.04 "Capital Contribution". Any contribution, as defined in the State of Georgia Code, to th e capitaJ of the Company in cash or property by a Member whenever made. t .05 "Code". The Internal Revenue Code of 1986, as amended from time to time. 1.06 "Company". "9650 DOVE RUN, LLC" 1.07 "Distributable Cash". All cash, revenues and funds received by the Company from Company operations, less the sum of the following to the extent paid or set aside by the Company: (i) all principal and interest payments on indebtedness of the Company and all other sums paid to lender; (ii) ull cash expenditure incurred incident to the oonnal operation of the Company's business.: (iii) such Reserves as the Members deem reasonably necessary to the proper operation of the Company's business. 1.08 "Economic Interest". A Member's or Economic Interest Owner's share of one or more of the Company's Net Profits. Net Losses and distributions of the Company's assets pursuant to th j~ Operating Agreement and the Georgia Act, but shall not include any right to vote on. consent to or otherwise participate in any decision of the Members. I 09 "Economic Interest Owner". The owner of any Economic Interest who is not a Member l . IO "Entity" Any general partnership, limited partnership, limited li abi lity company, corporation, joint venture, business trust, cooperative or association or any foreign trust or foreign business organization. I . 11 "Fiscal Year". The Company's fiscal year, which shall be the calendar year 1.12 "Geo,-gia Act". The Georgia Limited Liability Company Act I 13 "Initial Capital Contribution". The initial contribution to the capital of the company made by a Member pursuant to this Operating Agreement. 1 14 "Majoricy Interest" Ownership Interest of Members which. ta.ken together, exceed fifty percent (50%) of the aggregate of all Ownership lnterests. I 15 "Member". Each of the parties who executes a counterpart of this Operating Agreement as a member and each of the parties who may hereafter become Members. If a person is a Member immediately prior to the purchase or other acquisition by such Person of an Economic Jnterest, such Person shall have all the rights of a Member with respect lo such purchased or otherwise acquired Membership Interest or Economic lnterest, as the case may be. New Members of the LLC shall be required to execute an agreement to be bound by the tenns and conditions of the ·2· Operarmg Agreement. 1.16 "Membership lnterest". A Member's entire interest in the Company including such Member's Economic lnterest and the right to participate in the management of the business and affairs of the Companv. including the right to vote on, consenl to, or otherwise participate in any decision or action ofor by the Members granted pursuant to this Operating Agreement or the Georgia Act. 1.17 "Net Losses". The Compru1y's taxable loss computed pursuant to the partnership provision s of the Internal Revenue Code. I 18 "Net Profits". The Company's1axable mcome computed pursuant to the partnership provisions of lhe Internal Revenue Code. I 19 "Operating Agreement". This Operating Agreement, as originally executed and as amended from time to time. t .20 "Ownership Interest" rhe proportion that a Member's positive Capital Account bears to the aggregate positive Caprtal Accounts of aH Members whose Capital Accounts have positive balances as may be adjusted from t im e to time. J .2 1 "Person". Any individual or Entity, and the heirs, executors, administrators, legal representatives, successors, and assigns of such ''Person" where the context so permits. 1.22 "Reserves". With respect to any fisca l period, funds set aside or amounts allocated during such period to reserves which shall be maintained in amounts deemed sufficient by the Members for working capital and to pay taxes, insurance, debt service or other costs or expenses incident to the ownership or operation of the Company's business . 1.23 "Transferring Member" A Member or Economic Interest Owner who sells, assigns, pledges, hypothecates or otherwise transfers for consideration or gratuitously all or any portion of its Membership Interest or Economic Interest. 1.24 "Treasury R~ulations'' or "Regulations'' The Federal Income Tax Regulations promulgated under the Code, as such regulations may be amended from time lo time (included corresponding provisions of succeeding regulations). 2.01 ARTJCLE2 FORMATION OF COMPANY formal ion . On May 3.2011. the Members formed the Company as a Georgia Limited Liability Company by executing and delivering articles of organization to the Office of the Secretary of State of Georgia in accordance with the provisions of the Georgia Ac1 2.02 Name. The name of the Company i,; 9650 Dove Run, LLC. 2.03 Principal Plal..'.e of Busines:>. The principal place of business of the Company within the State of Georgia is 124 Newnan Street, Carrollton, GA 30117. The Company may locate its places of business and registered office at any other place or places as the Members may from time to time deem advisable. 2.04 Re!mtered Office and Ree.isrcrcd A eent. The Company's initial registered office shall be at the office of its registered agent at 124 Newnan Street, Carrollton, GA 30117. and the name of its initial registered agent at such address is Pierce T. Waldrep. The registered office and registered agent may be changed from time to time by filling the address ofthe new registered office and/or the name of the new registered agent with the Office of the Secretary of State of Georgia pursuant to the Georgia Act and the applicable rules promulgated thereunder. 2.05 Term. The term of the Company shall commence on the date the Articles of Organization were filed with the Secretary of State of Georgia and sbaJI continue thereafter indefinitely, unless earlier dissolved in accordance with the provisions of this Operating Agreement or the Georgia Act. 3.01 ARTICLE3 BUSINESS OF COMPANY Pennitted Businesses. The business of the Company shall be: (a) To own and manage real property and a mobile/manufactured home park. (b) To accomplish any lawful business whatsoever, or which shall at any time appear to be ·•l • conducive to or expedient for the protection or benefit of the Company and its assets. (c) To exercise all other powers necessary to or reasonably connected with the Company's business which may be legally exercised by Jimited liability companies under the Georgia Act. (d) To engage in all activities necessary, customary, convenient, or incident to any of the foregoing.. ARTICLE4 NAMES. ADDRESSES AND OWNERSHIP INTEREST OF MEMBERS The names, addresses and ownership interest oftbe initial Members of the Company are: PlERCE T. WALDREP 124 Newnan Street Carrollton, GA 30117 Fifty-percent (50%) BRIAN RICHARD WESLEY l 47 4 Lake Dow Road McDonough, GA 30252 Fifty-percent (50%) 5.01 ARTICLES RIGHTS AND DUTIES OF MEMBERS Manaeement. The business and affairs of the Company shall be managed by its Members. Until the Members holding at least a Majority Interest in the Company specify otherwise, any final transaction involving a cumulative amount greater than $1000.00 must be approved by all of the Members in the Company. 5.02 Liabilitv for Cena in Acts. Each Member shall act in a manner he or she believes m good faith to be in the best interest of the Company and with such care as an ordinarily prudent person in a like position would use under similar circumstances. A Member is not liable to the Company, tts Members, or other Members for any action taken in managing the business or affairs of the Limited Liability Company if he or she perfonns the duty of his or her office in compHance with RECORD OF CERTIFICATES ISSUED AND TRA SFERRED Cl>R TIFICA TES UNITS "TRANSFERR ED FROM RECEIVED CER11FICA TI: ENTER t'-l "i l It, ISSUEDm DATI: (Fo.DNALIIS5UE~"1 ~1 AMOUNT ORJCl lNA I. f~A.WE»m ~ ISSUEO AME CERTIF. PAID DA'ffi SKlNA1UR E DATE NO ISS UES CERTlt NO. lTIEREON UNllS ON.LY NOS UNITS OS . p,·~rc.e 'T. \.Jalcltco , I cl l 5 0 I~~ N t.'-'INVJ ~ .)OIi Co r,ol l+o,.. "" 30\ 1, Sri~"' ~ ichQrd Wt !S\e"t ~ 1,, dt 50 l'f ?'I lAlu.• l)c,w ~d - ~ti Mc Dot\ovq ~. C,A 30.,)S,1 ~ . ! ii " ~, ,0 ..-~,ch•, d \.IJrtl•j ~ r,-S \~tf ,-J ,..,,. c:r -,.~ ~O\~ ' L•l." C.~/lel. • c,. ~ ' ... 011""') Ntr ...... .,., I 'A O;>,~.,_ ..P, .. ..--\~b.\~1 .... .0 I I•( e,>I', ... t2.1 (.~ .. \ \,,)\~''-') ~ 1S l'"t.'-1 \I_, ..... _S+ 1,61.f .«:.~ VJ\\ v.-~ ~ C ,:J,.,t,r .... ~\L.,., ..... 0-A Jo\\.-I...(') •• '"' ~~ '1 0 l.S'·1- I 1 SD 21.02 Dove Run East – January 4, 2021 Summary of Request: Public hearing to consider the request of Mr. David Shumer, PE of Barton & Shumer Engineers, LLC on behalf of Mr. Pierce T. Waldrep of Dove Run, LLC for preliminary approval of Dove Run East, a 22‐space multiple occupancy project (MOP) proposing one mobile home for each space. The subject property is located on the south side of US HWY 98 approximately 1/4 mile east of the CR 98 / US 98 intersection. Subject property is within the extraterritorial jurisdiction of the City of Fairhope in unzoned Baldwin County, within County Planning District 14. The criteria for an MOP development is a component of the City of Fairhope Subdivision Regulations and therefore final approval authority of the MOP resides with the Planning Commission. The zoning map (below) and aerial map (next page) does not yet reflect a re‐plat of PPIN 234524 and 31753 that is in‐ progress and will create a lot of record for the existing Dove Run West as well as the requested Dove Run East MOP. The applicant indicates Dove Run West was approved by Baldwin County in circa 1999, and Baldwin County Planning and Zoning has honored the original approval and will not be reviewing subject case. The maps below include a zoning map and aerial image depicting adjacent properties. □ N 2 SD 21.02 Dove Run East – January 4, 2021 General Comments: Once MOP site plan approval is attained, the preliminary and final approval process is utilized much like a typical subdivision, with the provisions of the MOP approval site plan governing the development of the development. In accordance with Article IV, Section F.4. the village subdivision site plan approval stands for six (6) months during which time a preliminary plat for at least the first phase of the development shall be submitted. Subject application satisfies this requirement. 3 SD 21.02 Dove Run East – January 4, 2021 Recommendation: Staff recommends PRELIMINARY APPROVAL of case number SD 21.02 Dove Run East. The recommendation of approval includes the following assumptions and conditions: ASSUMPTIONS 1) Subject application is an MOP and not a traditional subdivision application though a final approval process similar to that of a subdivision final “plat” approval shall be required. All utilities shall be installed to the satisfaction of the City of Fairhope Water and Sewer Superintendent, with as‐built drawings, Stormwater O&M Plan and Agreement and all bonds shall be submitted with the final approval request as would be submitted with a traditional subdivision final plat application. 2) A copy of the recorded plat related to the replat of PPIN 234524 and 31753 shall be included in the final approval application to provide clarity of the PPINs on which Dove Run West and Dove Run East are located. Utility easements for the utilities to be dedicated to the City of Fairhope shall be clearly identified through either a recorded plat or other appropriate instrument to be referenced in the resolution of dedication. 3) Staff expressed concerned that three turning movement conditions in close proximity along US 98 that will be created by Dove Run East. The engineer of record (EOR) provided correspondence indicating a traffic impact study (TIS) is not warranted by the proposed development’s trip generation. The addition of Dove Run east will place three (3) turning movements, each with more than 20 units each within a 550’ span along US 98. Staff requested ALDOT approval of this additional turning movement condition that adds 22 units to the existing turning movement, which includes an existing driveway with a culvert pipe in place. a. Correspondence from ALDOT is included as Appendix “A.” Staff assumes this correspondence from ALDOT approves the additional traffic loading created by adding 22 units to an additional turnout. 4) The two greenspace areas are proposed for a total of 603,243sf and appears to satisfy the 15% greenspace required for the development. The applicant has chosen a playground and community garden for greenspace 1, and a playground and athletic field for greenspace 2 in an effort to satisfy the greenspace requirements of table 4‐1. Staff believes the design may be acceptable to the Planning Commission in terms of contextual sensitivity, however no drawings were furnished by the applicant with a layout or description of the playground equipment. The applicant was instructed to provide drawings of the playground layout and cut sheets of the equipment proposed for installation. The applicant did not provide this information as instructed. See Condition of approval number 1 for Planning Commission consideration as well as Appendix “B.” 5) Staff expressed concerns about the onsite sewage system (OSS, or septic systems) proposed for subject development which installs twenty two (22) septic systems on 9.12 acres. Article V, Section E.2.b.(2) requires lot sizes of 20,000sf where neither public water nor public sewage is available. Subject property far exceeds 20,000sf but utilizes public water, and public sewer is available at the adjacent Key Allegro development, which contains an existing Fairhope Public Utilities lift station (#66 Key Allegro). Each 4 SD 21.02 Dove Run East – January 4, 2021 mobile home space is approximately 10,000sf in size, but each space is not a lot of record. The City of Fairhope Subdivision Regulations do not appear to prohibit the scenario presented by subject application. Article VI, Section H.3. Sanitary Sewerage indicates “Individual septic tank systems that have been approved by the Baldwin County Health Department and the Fairhope Public Utilities Sewer Department may be utilized. Copies of approved permits for septic systems for spaces 2‐22 by the Baldwin County Health Department are included as Appendix “C”. The City of Fairhope Water and Sewer Superintendent defers approval recommendation to the Baldwin County Health Department because the existing Dove Run West utilizes onsite sewage treatment. Staff memorializes here its concern that available sanitary sewer is not utilized for the project. 6) The proposed stormwater drainage system does not connect to a public stormwater drainage system as contemplated by Article V, Section F.5.c‐d. The drainage narrative and correspondence provided by the EOR indicates the following: a. Downstream adverse effects are not expected. b. The drainage system complies with the 10% rule. A drawing indicated downstream flows was provided. c. Two LID techniques are furnished which provide 80% TSS removal. d. Post‐development flows are less than or equal to pre‐development flows and the drainage system is designed for 2,5,10,25,50 and 100 year storm events. e. Staff memorializes the hold harmless provisions of Article VI, Section E.1‐2. 7) Subject property lies within the Police Jurisdiction of the City of Fairhope and thus The City of Fairhope Sign Ordinance approval process shall be followed as required by Ordinance number 1537 for any signage to be installed by the development. 8) Subject property lies within the Police Jurisdiction of the City of Fairhope and thus The City of Fairhope Tree Ordinance approval process shall be followed as required by Ordinance number 1444 for the removal of any trees as the proposed development is not a single‐family residential development. 9) An NPDES permit shall be obtained from ADEM prior to any land disturbing activities. A copy of the NPDES permit shall be included in the final approval application. 10) Fairhope Public Utilities (FPU) advises that if natural gas service is desired, gas mains shall be installed by the developer by qualified personnel. 11) The street within Dove Run East is not proposed for dedication to the City of Fairhope or Baldwin County and is not designed to a public standard. Waivers have been requested for both the installation of internal streetlights and internal sidewalks. 12) Subject property is located in unzoned Baldwin County and thus regulations governing use are not applicable and not available. Staff is in receipt of multiple complaints from nearby residents that oppose Case number 21.02, however the majority of the complaints appear to object to the use of the property as a mobile home park, or other issues related to noise, trash, abandoned vehicles, or issues that must be addressed by law enforcement or various agencies of Baldwin County. These issues are above and 5 SD 21.02 Dove Run East – January 4, 2021 beyond the scope of the City of Fairhope Subdivision regulations related to MOP approval. CONDITIONS OF APPROVAL 1) Acceptance of the proposed greenspace amenities based upon the applicant’s description of the amenities in Appendix “B” that does not include drawings or cut sheets of the playground area or equipment a. All playground equipment, fencing, picnic tables, and other accessories and equipment included within the greenspace areas shall be installed prior to submission of the final approval application. 2) The applicant has submitted a waiver request from Article IV, Section C.1.b.(12) “street lighting plan.” Staff does not support this waiver request based upon the comments regarding Dove Run West submitted during the community meeting as well as by correspondence from adjoining property owners, noted in Appendix “D.” Staff believes streetlighting will possibly alleviate the “problems with drugs and thefts” experienced by Dove Run West. 3) The applicant has submitted a waiver request from Article VI, Section D. “Sidewalks.” The subdivision regulations do not distinguish between public and private streets when contemplating sidewalks and desires the installation of 5’ sidewalks on both sides of the street. Staff does not support this waiver request based upon the comments regarding Dove Run West submitted during the community meeting as well as by correspondence from an adjoining property owner, noted in Appendix “D.” Staff believes the creation of a walkable community by constructing sidewalks within the development connecting to the existing Eastern Shore Trail will possibly alleviate the “problems with drugs and thefts” experienced by Dove Run West. 4) Tree protection details were added to drawing 3 of 7 as required by staff, however the detail is not in compliance with Tree Ordinance 1444 and shall be revised and re‐ submitted for review and approval prior to land disturbance. The DBH of each tree is not indicated, though the EOR notes each tree is “mature fruit producing.” 5) The landscape buffer around the retention pond required by Ordinance 1444 and installed in compliance with ordinance 1444 shall be installed prior to final approval submission. 6) The construction entrance detail on drawing 6 of 7 shall be revised and re‐submitted prior to land disturbance to indicate an entrance width of 20’. APPENDIX "A"MULTIPLE OCCUPANCY PROJECT (MOP) PRELIMINARY APPROVAL CHECKLIST Article JV, Section C.J.d Drainage plan prepared by professional engi neer, including propose d method of storm water detention and me an s of controllin g erosion during construction. Any porti o n of the land in the proposed subdivision subject to periodic inundatio n by stonn drainage, overfl ow or ponding shall be clearly id e ntified on the plat. Lands lying w ithin the fl ood plain, V or A Zones, shall be c learly ide ntified on the plat. Storm-water detention facil ities shall be shown in the plans and calculations prov id ed. □NIA I □Accep ted I 12JR.\.., 1si.. anc. R~-.ubm1t per comments Cross Reference: Article V, Section F.3.a., b., and c. Con1111,·11tr See ruldi11mwl, ·omm,m ., in Jrtult• ~ Sectim, "F'~ Article Jv, Section C.1.e. Engineering Plans: all engin ee ri ng plans s hall be s igned and stamped by the registered professiona l e ngineer o f record. □NIA I 181Accepted I D Revise and Resubmit per commen ts Comments: Article Jv, Section C. J f Phased development: whe re a phased development is proposed, the preli minary plat s hall include all phase lines and a master plan s howing the continuity of development proposed for th e entire ro·ect. Each hase shall satis the re uire ments of these re ulations individuall . □NIA ~Accepted with comments □Revise and Resubmit per comments Comments: No icted on tlte various /ans. Article JV, Section C.1.g. State o r County ROW detailed hi g h way improvements plan : If any state right-of-way or any improvement thereon is proposed to be changed or modified, a detailed Highway Improvements Plan, w ith the writte n approval of the responsible o ffi cial of the Alabama Hig hway Department, s howing a ll existing featu res w ithin the rights-of-way and a ll proposed c hanges, including, but not limited to, changes in traffic patterns, markings, s igns, curbs and barriers, neutral zones, signals, warnings, plantings and landscapin g. T he re s hall be submitted with and as a part o f the Plan a written statement setting forth means proposed for traffic control and safety during cons tru ction and for restoration of the s ite. All of the fo regoing shall also apply to rights-of-way contro ll ed by the Coun ty, except that the County Engin eer's a roval sha ll a ear o n th e P lat to be reviewed b the Plannin Commissio n . □NIA □Ac cepted with comments ~Re, ist c.nd Resubmit ptr tommLnt Comments: The engineer of record (EOR) provided corresponde11ce, including a PE stamp, indicating tl,e trip generation of tl,e propose,/ development does not trigger a traffic s tudy and thus a highway improvement plan has not been prepared. t:;1,iff is en ,c~metl ,tlwut tlu two tumtt1{; uwveme ,t rnutlition. i do,\·, 6 ,ro,'l:imil 11fong US 9n tltal "'ill he cre11tetl b)' Dol'i! R1111 East. 1'/um,:/1 tltere is ,m exi.,1ing ,trfrett•tty in the ROW. t!,e atlditio11 of Dm•e Run ea.ft will place three (3) turning movement~·. e11ch with more t!tau 20 111tils e11c/, w.•ilM11 a 5511' .\pan. Please (ld1•it;e of ALnor npprcm,I ufthb, l1dtlitiont1/ tumi,,g n,()\'l'lnl'nl rm1ditio11 tlwt add 21 u11i1, It> tlte e.'Ci\·ti11 • turnm lllllt'"me111. t.J..l.C,c.X t) ~ s M, C, rzJ (l,E.,Q v, ,Le,.. {t,~'f' AfA 1 ~~•dJ 'Pit.. "u-;;...Q. ~"" i t~S v€S. 1l./,s '4/l~c.. tJJ-6. -r n--1 e D /lA. "Ii-~7 M, ,J4t2_ 6~A f>, .._16 To p..A..'b t>S LLA'-'OS<.Ae>, J (.:, ) r;ll.,M,,t.T ,-,, t Ile.au~ rt!-o u P1 ,-! Last ame nded 7/28/2020 APPENDIX "B"MULTIPLE OCCUPANCY PROJECT (MOP) PRELIMINARY APPROVAL CHECKLIST Article V, Section C.3. E ligible Greenspace -Greenspace eligible for meeting the requirements of this section shall: a. be usable land for public active or pass ive recreation purposes. b. be located in FEMA FIRM map zones AO, A99, D , or VO. c. not be located in any wetland areas as defined by the Federal Government. d . not include an y retention, detention or similar holding basins, unless: I .The \\ d holding basin is clearly integrated into an open space/park s ite with adjacent land available for pedestrian facilities and pass ive recreation pr 1d1.:d h~ tllL 1ppl1cant. 2. \\ ct holding bas in banks shall not exceed a 3: I s lope. 3. t,r1.·cm,pau. c redit for \\,;t holding bas in s shall not exceed 30% 111 thc ,urHu.:1. ,trca \ll 1h1.• \\Cl h )ld11w ha ... 111 11 the ba..,in' ,ta, \' ah.r Ii..·\ d e. not include anv right-of-wav. □NIA I ~Accepted with comments I □Revise and Resubmit per comments Comments: Subject property does not lie within any flood zones. The applicant does not request a greenspace credit for areas within a wet holding basin. Article V, Section C.4. Greenspace Design Requirements -All e ligible greenspace shall conform to the fo ll owing design requirements: a. Maximize public exposure and public access to greenspace. b. Streets shall align adjacent to greenspace. c. Greenspace sha ll not be located adjacent to a co llector or arterial street, pn), idcJ IKl\\ c, er, grccn-.;p:11.1. 1111) he lncall:d .1Jja1:c11t to, hut I uhidc an~ lw .. !11,\,I\ cu11,t111..t1,1n wtbad. It 11:,. d. Due regard shall be shown for all natural features such as lakes, ponds, water courses, hi storic s ites and other s imilar features which, if preserved, will add attractiveness and value to the property. e. The amount, distribution, location, and type of greenspace provided shall be context sensitive with the built environment a round it. f. Refer to table 4-1 which indi cates the categories, types, and general s izes of 11 1 ·1:1i-..pacc that are to be used to meet the City reaui rements for t!.re1:n paL1. ON/A I □Accepted with comments I ~Revise and Ri.:submit per comments r>mments: The tt1 ·o greempace areas eacll e ·c "l!d UJ,(JfJO.t./ and tlius multiple ,:reempace optio11 .'i are t1Vt1ilttble from witl,i11 table 4-1. The "PPlicltnl ltm. clw.,en "playgroum/ um/ comn11mity garden for greem,pace J, mu/ a play,:round ,md athletic field for greenspace 2. Staff beliei•e5 the de.,·i!(n may he acceptable '" the Plm111i11g Commis.,·im, i11 terms of c,mte..'<tu,1/ !,e,,.,.itfrity. lwwever no drawiltg.5 t1re furni.'ilted with Cl ltl)'OUI or ,lescription of tl,e playgrowul equipment. Please provides drawing\ of the playgrmmtl /11yo111 am/ cut shut.-. of the equipment propo:;etl for imtt1llation. Full irl .<italllttimt t!f ttll ame11itie.,· will lilce(1 • be condili<m of approval prerequisite la fitzal r,pprol'tll as this tlevelc>pment i.v grc"ter tlum (tmr u11il\' Last amended 7/28/2020 APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise that the Onsite System Owner-PT Waldrep is eligible for the following building pe rmit. LOCATION: 9650 US Hwy 98, Fairhope, AL 36532 TYPE OF CONSTRUCTION : Dwell ing LEGAL DESCRI PTION: Section Township and Range: Development: Dove Run MHP Lot: 2 COMMENTS :Conventional System for a 3 bedroom dwelling . Issue Date : 12-07-2020 BALDWIN County Health Department APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise that the Onsite System Owner-9650 Dove Run , LLC. is eligible for t he foll owi ng building permit. LOCATION: 9650 US Hwy 98, Fairhope, AL 36532 TYPE OF CONSTRUCTION : Dwelling LEGAL DESCRIPTION: Section Township and Range: Development: Dove Run MHP Lot: Lo t 3 COMMENTS:Conventional System for a 3 bedroom dwelling. Issue Date: 12-07-2020 BALDWIN County Health Department APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT Th is is to advise that the Onsite System Owner-9650 Dove Run , LLC. is eligible for the following building permit. LOCATION : 9650 US Hwy 98 , Fairhope, AL 36532 TYPE OF CONSTRUCTION: Dwelling LEGAL DESCRIPTION : Section Township and Range : Development: Dove Run MHP Lot: Lot 4 COMMENTS:Conventional System for a 3 bedroom dwelling. Issue Date : 12-07-2020 BALDWIN County Health Department APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise that the Onsite System Owner-9650 Dove Run , LLC. is eligible for the following building permit. LOCATION : 9650 US Hwy 98, Fairhope, AL 36532 TYPE OF CONSTRUCTION : Dwelling LEGAL DESCRIPTION: Section Township and Range: Development: Dove Run MHP Lot: 5 COMMENTS:Conventional System for a 3 bedroom dwelling. Issue Da te: 12-07-2020 BALDWIN County Health Department APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise that t he Onsite System Owner-9650 Dove Run , LLC. is eligible for t he following building permit. LOCATION : 9650 US Hwy 98 , Fairhope, AL 36532 TYPE OF CONSTRUCTION : Dwelling LEGAL DESCRIPTION: Section Township and Range: Development: Dove Run MHP Lot: 6 COMMENTS:Co nventional System for a 3 bedroom dwelling. Issue Date : 12-07-2020 APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise that the Onsite System Owner-9650 Dove Run , LLC. is eligible for the following building permit. LOCATION : 9650 US Hwy 98, Fairhope, AL 36532 TYPE OF CONSTRUCTION: Dwelling LEGAL DESCRIPTION: Section Township and Range : Development: Dove Run M HP Lot 7 COMMENTS :Conventional System for a 3 bedroom dwelling . Issue Date: 12-07-2020 BALDWIN County Health Department APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise that the Onsite System Owner-9650 Dove Run , LLC. is eligible for the following building permit. LOCATION: 9650 US Hwy 98, Fairhope, AL 36532 TYPE OF CONSTRUCTION: Dwelling LEGAL DESCRIPTION: Section Township and Range: Development: Dove Run MHP Lot: 8 COMMENTS:Convention System for a 3 bedroom dwelling. Issue Date : 12-07-2020 BALDWIN County Health Department APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise that the Onsite System Owner-9650 Dove Run, LLC. is eligible for the following building permit. LOCATION : 9650 US Hwy 98, Fairhope , AL 36532 TYPE OF CONSTRUCTION: Dwelli ng LEGAL DESCRIPTION: Section Township and Range: Development: Dove Run MHP Lot: 9 COMMENTS:Conventional System for a 3 bedroom dwelling. Issue Date: 12-07-2020 BALDWIN County Health Department APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise that the Onsite System Owner-9650 Dove Run, LLC. is eligible for the following building permit. LOCATION: 9650 US Hwy 98 , Fairhope, AL 36532 TYPE OF CONSTRUCTION: Dwelling LEGAL DESCRIPTION: Section Township and Range: Development: Dove Run MHP Lot: 10 COMMENTS:Conventional System for a 3 bedroom dwelling. Issue Date : 12-07-2020 BALDWIN County Health Department APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise that the Onsit e System Owner-9650 Dove Run , LLC. is el igible for the following build ing permit. LOCATION: 9650 US Hwy 98 , Fairhope , AL 36532 TYPE OF CONSTRUCTION : Dwelling LEGAL DESCRIPTION: Section Township and Range: Development: Dov e Run MHP Lot: 11 COMMENTS :Conventional System for a 3 bedroom dwelling. Issue Date: 12-07-2020 BALDWIN County Health Department APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise that the Onsite System Ow ner-9650 Dove Run , LLC. is el igible for t he following building permit. LOCATION: 9650 US Hwy 98, Fairhope, AL 36532 TYPE OF CONSTRUCTION: Dwelling LEGAL DESCRIPTION: Section Township and Range : Development: Dove Run MHP lot: 12 COMMENTS:Conventional System for a 3 bedroom dwelling. Issue Date: 12-07-2020 APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT Th is is to advise that the Onsite System Owner-9650 Dove Run , LLC. is eligible for the following building permit. LOCATION: 9650 US Hwy 98 , Fairhope, AL 36532 TYPE OF CONSTRUCTION: Dwelling LEGAL DESCRIPTION : Section Township and Range: Development: Dov e Run MHP Lot: 13 COMMENTS:Conventional System for a 3 bedroom dwelling . Issue Date: 12-07-2020 BALOW! APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT Th is is to advise that the Onsite System Owner-9650 Dove Run , LLC . is eligible for the following building permit. LOCATION: 9650 US Hwy 98, Fairhope , AL 36532 TYPE OF CONSTRUCTION: Dwelling LEGAL DESCRIPTION: Section T ownship and Range: Development: Dove Ru n MHP Lot: 14 COMMENTS:Conventional System for a 3 bedroom dwelling. Issue Date: 12-07-2020 BALDWIN County Health Department APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT Th is is to advise t hat the Onsite System Owner-9650 Do ve Run, LLC. is eligible for the following building permit. LOCATION: 9650 US Hwy 98, Fa irhope , AL 36532 TYPE OF CONSTRUCTION: Dwell ing LEGAL DESCRIPTION: Section Township and Range: Development: Dove Run MHP Lot: 15 COMMENTS:Conventional System for a 3 bedroom dwelling . Issue Date: 12-07-2020 APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise t ha t the Onsite System Owner-9650 Dove Run, LLC. is eligible for the following building permit. LOCATION : 9650 US Hwy 98, Fairhope , AL 36532 TYPE OF CONSTRUCTION : Dwell ing LEG AL DESCRIPTION: Section Township and Range : Development: Dove Run MHP Lot: 16 COMMENTS:Conventional system for a 3 bedroom dwelling. Issue Date: 12-07-2020 APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise that the Onsite System Owner-9650 Dove Run, LLC. is eligible for the following building permit. LOCATION : 9650 US Hwy 98, Fai rhope, AL 36532 TYPE OF CONSTRUCTION : Dwelling LEGAL DESCRIPTION: Section Township and Range: Development: Dove Run MHP Lot: 17 COMMENTS:Conventional System for a 3 bedroom dwelling. Issue Date: 12-07-2020 BALDWIN County Health Department APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise that the Onsite System Owner-9650 Dove Run , LLC. is eligible for the following building permit. LOCATION : 9650 US Hwy 98, Fa irhop e, AL 36532 TYPE OF CONSTRUCTION: Dwelling LEGAL DESCRIPTION: Section Township and Range : Development: Dove Run MHP Lot: 18 COMMENTS:Conventional System for a 3 bedroom dwelling. Issue Date: 12-07-2020 BALDWIN County Health Department APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise that the Onsite System Owner-9650 Dove Run , LLC. is eligible for the following building permit. LOCATION: 9650 US Hwy 98, Fairhope, AL 36532 TYPE OF CONSTRUCTION: Dwelling LEGAL DESCRIPTION: Section Town ship and Range: Development: Dove Run MHP Lot: 19 COMMENTS:Conventional System for a 3 bedroom dwelling. Issue Da te: 12-07-2020 APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise that the Onsite System Owner-9650 Dove Run, LLC. is eligible for the following bu ilding permit. LOCATION: 9650 US Hwy 98 , Fairhope , AL 36532 TYPE OF CONSTRUCTION: Dwelling LEGAL DESCRIPTION: Section Township and Range: Development: Dove Ru n MHP Lot: 20 COMMENTS:Conventional System for a 3 bedroom dwelling. Issue Date : 12-07-2020 BALDWIN County Health Department APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise tha t th e Onsite System Owner-9650 Dove Run, LLC. is eligible for the following building perm it. LOCATION : 9650 US Hwy 98 , Fairhope, AL 36532 TYPE OF CONSTRUCTION : Dwelling LEGAL DESCRIPTION : Section Township and Range: Development: Dove Run MHP Lot: 21 COMMENTS:Conventional System for a 3 bedroom dwelling. Issue Date : 12-07-2020 APPPENDIX "C"BALDWIN COUNTY HEAL TH DEPARTMENT RELEASE FOR BUILDING DEPARTMENT This is to advise that the Onsite System Owner-9650 Dove Run , LLC. is eligible for the fo llowing building permit. LOCATION: 9650 US Hwy 98 , Fairhope , AL 36532 TYPE OF CONSTRUCTION: Dwelling LEGAL DESCRIPTION : Section Townsh ip and Range: Development: Dove Run MHP Lot: 22 COMMENTS:Conventional System for a 3 bedroom dwelling. Issue Date: 12-07-2020 APPPENDIX "C"Min 59,621 Square feet GREEN SPACE OSS • EDF' ~ Sl~:..!!;Tt~;lt~ FIRt PR01'ECTION won:s FOR El)f' & REOf" ~ ~ i i -; Q ~ ij t f ! ·I r::»-~S:en::'(~~~~.11~~:ot'af:ld~~~ ~••1 fr.a• co, uoaa f ~y!~e:,a ~=;~~!)' ::o,tr,~ °;:~ t,;.0~=•~ ~! ~re• watar run olf crouna tho 'if +=-~ POl1tln,;i: Ofl, 0..Mng over. 0( bul.1it19 on top ol IM EOF Is not recommerded ond l me,. cH•ct tha h.1neUon•,9 of thot •ysl«n. ! ~ ~m===~=:===~M=;:;O~O~R~E:;=~S~U;=;:R~~~•~ooE~•oot~y~·~·;~~~-;~·."'~;~N~-~· ~~-=-=·~ .. =~~m•~···~;:~-~~~~,=-~~=' '="'=""~·~~'1'~;~,~-:~1:...i~i~~ .. i~~ii!J!O=B~~NO!.;tj2!0;2=0~1~8=.~r=======================::::: : ;;r~~ DOVE RUN 1 PROFESSIONAL LAND SURVEYING DATE 81,,,2020 A RE-PLAT OF PROPERTY LOCATED AT nADfQQ '"' 9650 U. S. HWY Q96 555 NORTH S1:CTION STREET, FAIRHOPE, ALABAMA 36632 FAIRHOPE ALABAMA PHONE (251) 928 -6777 SCALE 1N '"'80' Email mooresurveying@bellsoulh.net APPPENDIX "C"~ ~ STATE OF A LABA MA DEPA RTM ENT OF PUBLIC H EALTH ScoTT f--1.\RRIS. M .D .. .\f.P.H. • Snn He.HTH 0,FICeR BAL DvVI N Cou N TY HEALTH D EPARTMENT 12/07/20 PT Waldrep 124 Newman Street Carrollton GA 30117 Dear Waldrep: Enclosed for your information is the Development Phase 1 key discussion points summary from the Baldw in County Health Department for: Name of D_evelopment: Dove Run MHP Proposed soil test sites were selected to insure that final perc test results will be rep resentative of the property. If you have questions, please do not hesitate to call me. Si~~~---------- Lor n owers Publ ic Health Environmentalist Baldwin County Health Department 251-947-3 618 C linic Office: JJ J~Q Gilbert Drive • Robc m ,Lik AL J 65b, P.O. D rawer ~69 • Robertsdale, .\lab.1ma 3b567-0369 Phone: rl-947-1910 • FJ." 251 -9➔7-,703 Environme ntal Office: 22251 P.tlm¢r Srrcc c • Robem d.1lc. AL 36567 P.O. D r3wcr 169 • Robertsd:ile . Alahamo 36567-011,<J Phone: 251-9·H-3618 • F.v,, 25 1-9➔7-3557 APPPENDIX "C"S T A T E OF ALABA).IA D E PARTM E N T OF PUBLI C H EAL T H ScoTT H.\RRis. l\l.D .. :'vl.P.H. • STATE H EALTH OFFICER BALDWI 1 COUN TY HEALTH D E PARTMENT 12/07/20 PT Waldrep 124 Newman Street Carrollton GA 301 17 Dear Waldrep: Enclosed for your information are the Dev el op ment Phase 2 observations and commentary from the Baldwi n County Health Department for: Name of Development: Dove Run MHP Any lot modifi cations not previously identified will re nder this review null and void and will req uire the site to be re- evaluated . LOTS 2-22 are approv ed for conv entional systems. Sen ior PHE Baldwin County Health Department 251-947-3618 Clinic Office: 231!10 Gilbert Drive • Rabcmd.ile. :\.L J6'io7 P.O. DrJwer 369 • Robcrrscble, ,\labama 16,67-0169 Phone: 2,1-9-17-1910 • F.i.s: 251 -9-!7-;701 E n vi.ro n men tal Offic e: 2225 1 P.tlm~r Street · R ,bcmd.tle. A.L 36567 P.O D rawer 369 • Rc,bertsd.,k A\ahama 36,67-0169 Pho ne: 251-9-17-3618 • Fax: 25l-9-!7-355 7 APPPENDIX "C"STATE O F A LABA;\,I A D E PARTM ENT OF P U BLIC H EALTH ScoTT HARRIS. i\l.D .. :'I LP.H. • Snn HEALTH O FFI CER BALDW I N COU N TY HEALTH DEPARTMEN T 12/07/20 PT Waldrep 124 Newman Street Carrollton GA 3011 7 Dear Waldrep: Enclosed is the Phase 3 Final Development assessment from the Baldwin County Health Departme nt for: Name of Development: Dove Run MHP Applications for onsite sewage disposal systems shall be accompanied by a plot plan meeting the requirements of 420-3-1 of-the Onsite Sewage Disposal and Subdivision-Onsite Sewage Systems, Water Supplies and Solid Waste Management rules. If y ou hav e questions, please do not hesitate to call me. Publ ic Health Environmentalist Baldwin County Health Department 251 -947-3618 Clin ic Office: 2J1S0 Gilbert D rive · Robertsd.tlc .. -\L 36567 P.O. Drawer 169 • Ro bermlale. ,\labama 16,67-036<J Phone· 211 -947-1910 • FJx: 151-9-1 7-5703 E nviro n mental Office: 11151 P.t.lm~r Strecr • Robcm d,il c. AL Jo567 PO. Drawer 169 • Robertscblc. AlahJ ma ,6567-0%1) Ph one: 251-9-1 7-361~ • F.tx: 251-947-3557 APPPENDIX "C"ID : 221 22/07S/02E Sec,TS, Rge: Phase 2 -Health Department Recommendations Dove Run MH P Name of Development: 19.12 Property Size Acres: '124 Newman Street Street: PT Waldrep Responsible Person Jcar rollton CityjTown : Phone Number: Our recommendations concerning this preliminary application are as follows: ~ '3o117 ST : ZIP: (770) 301-6522 D Check if Public Sewer is Feasible? Sewer size: h soo· DisNearPubSewer: I Citv of Fair hooe Name Sewer System : 0 Public Water D Individual Water I Fairhooe NameWaterSystem: 0 Dwellings D Establishments D Other Development 0 Large Flow Development / Small Flow Systems with small flow system for each unit (8 or fewe r bedrooms or 1200 gpd or l ess for establishments) D Large Flow Development / Large Row System, i.e., Decentralized Cluster System Soil Lim itation Chara ter ization: Slight -soils favorable for conventional onsite systems -soil types are: Eustis Projected flow: (gpd) 1450/Lot LorgeFlowDevType : !Mobile Home Park Treatment Type Perf level : f Primarv Est Sewage Composition: Sampling Frequency: I Multiple-Family Dwelling : Mon itoring Criteria: Single-Family Dwell ing: 13 bedrooms Co llection Method: PROTECTION OF EDF and REDF Oper Maint Manual Rec? □ All lots shall have EDF and REDF areas protected to preve nt any construction damage that would d isturb the so ils ab ility to properly accept, treat, o r dispose of effluent. Ex;,t;ng/p,oposed lot mod;fication" I"°"' f Any lot modifications other than those identified in this review will render this review null and void. Observation dates: 112;02;20 Re comme ndations Any lot modifications not previously identified will render this review null a nd vo id and will require the site to be re-evaluated. LOTS 2-22 are approved for conventional systems. Preliminary CEP 3 Part A Historical Actions Monday , December 7, 2020 Page I of 2 APPPENDIX "C"ID: 221 Phase 2 -Health Department Recommendations Dove Run MHP Name of Development: ONSITE PROGRAM ENVIRONMENTALIST Sig '.~~~~~ Date: 2/02/20 Monday, December 7, 2020 PT Waldrep Responsible Person ONSITE PROGRAM SUPERVISOR /supervising PHE: Signature Date: P.O. Drawer 369 Robertsdale, Alabama 36567 Phone Number: 251 -947-3618 Page 2 of 2 APPPENDIX "C"ALABAMA DEPARTMENT OF PUBLIC HEAL TH PERMIT TO INST ALL(Repair) AN ONSITE SEWAGE DISPOSAL SYSTEM BALDWIN County Health Department Permit Number: 20-5-197699 New Conventional Small Flow No of Bedrooms: 3 A A PPLI CANT : PT Waldrep Owner Phone : () - Property Address: 9650 US Hwy 98 Property City, State: Fairhope, AL Property Zip : 36532 Development Name: Dove Run MHP Pl at: Lot: 2 B INSTALL AT THIS SI TE : An approved onsite sewage disposal system constructed in compl iance with the Onsite Sewage Disposal Rules (C hapter 420-3-1) and the approved plot/construction plan. 1. SEPTIC TANK: 1000 gallons 2. EFFLUENT DISPOSAL FIELD Treatment Type: *Septic Tank with Risers & NSF Filter Other requ ire ments: Conve ntional with 250 linear feet 1750 square f eet ) of *Gravel Field or Equi valent i nstalled in a 36 inch wide trench at a d epth o f 20 -24 inches Below Original Ground .Lev el Header NOTE: MINIMUM 25% of linear footage can be installed as separate washing machine line (Primary EDF reduction not to exceed 1/5 of total). NOTE : Linear footage must be increased by 50% if spa/hot tub (90 Gallons or greater capacity) is installed. C ADDITIONAL PERMIT CONDITIONS: Landscape Area for adequate drainage Comments Conventional System for a 3 bedroom dwelling. Location On Site: See Plans Permit Issued Date: 12/7/2020 Permit Expires On: 12/7/2025 LON_X_COORD LAT_Y_COORD Signature Public Health Environmentalist Applicant may have a system installed ONLY BY A LICENSED P ERSON who has complied with the provisions of Act 99-571 , as enacted by the Legislature of Alabama in its 1999 regular Session, and as implemented . No changes without prior written approval. Ca ll the Health Department PRIOR to beginning installation at (251) 947-3618 No part of any installation shall be covered or used until inspected, corrections made (i f necessary), and approved by the local health department (unless expressly authorized by the local health department in writing). Permitting of this site for the installation and usage of an onsite sewage disposal system is based on, and contingent upon, the certifying professional's soils tests and statements being accurate. This sewage disposal system permit to install is nul l and vo id if: (a) conditions are changed from those shown on the application or the approved ploUconstruction plan; or (b) conditions of t his permit are not followed. Any part of the installation which has been covered prior to approval shall be uncovered, if necessary, upon direction by the local health department. NOTE: Effluent lines must be a minimum of 100 feet from any water well or source of potable water, 50 feet from any surface waters, 10 feet from any existing or proposed swimming pool, 5 feet fro m any property line, 25 feet from a natural or man-made drainage feature, embankment, or cut, and 5 feet from any dwelling. The issuance of this permit is based on the soil test results reported on the application form and is site-specific for the area selected by the engi neer land surveyor/soil classifier/site evaluator. Issuance of the Permit To Install (Repair) An Onsite Sewage Disposal System. and subsequent approva l (if any) o f same by representatives of the Alabama Department of Health or county health departments, shall not be construed as a guarantee that such systems will fun ction satisfactorily for any given period of time ; furthermore, the healt h department does not assume any liability for damages which are caused, or which may be caused , by the malfunction of such a system. The submittal of the Application To Install (Repair) An Onsite Sewage Disposal System assumes that the owner, appl ica nt, or developer has insured that the tract is usable for t he installation and usage of an onsite sewa ge disposal system. ADPH-CEP-4/Rev. 0 1/2001 Original-Installation P erm it APPPENDIX "C"PARTA CEP..2 APPLICATION FOR A PERMIT TO INSTALL (REPAI R) SMALL FLOW ONSITE SEWAGE DISPOSAL SYSTEM For a System of Total Flow < 180 I gpd or :5,_1 2 Bedrooms ALABAMA DEPARTMENT QF YUBLIC HEAL TH 0 New D Repair For Department Use Only J3a;. /J <.-b ,:'? County Health Department Co. Health Dept. I.D. No. ---=---=-----' d -/ -J.6;J-l> Date Received To Be Completed and Signed By the Owner/Authorized Agent l :l -1 -o(o 0£5 Date Fee Paid '7 ~-oo Fee Amount -~~cc-o-?-___ Fee Code 02&'1/e ~ Receipt No. (1) Owner Name 9650 DOVE RUN LLC PT WALDREP (Type or Print) (2) Daytime Phone: LJ 770-3016522 (3) Alternate Phone: Lj _______ _ (4) Property's -E91 l Address (or directions if address not available): 9650 US HWY 98 FAIRHOPE, AL (5) City FAIRHOPE (6) Co unty BALD W IN (7) State AL (8) Zip 36532 (9) Property Size: 67'X143 acre(s) (10) Water System serving site :_F_A_I_R_H_O_P_E ________ Ii] Public D Private IF THIS PROPERTY IS W ITHIN A LARGE FLOW DEVELOPMENT COMPLETE ITEMS 1 1 -1 5: (11) Name of Development: DOVE RUN MOBILE HOME PARK (12) Plat/Phase/Addition/Sector; TWO (13) Block: __ (14) Lot:_2 __ (15) Health Dept. Site Development Plan (including CEP -3 Section A Part 3) has been reviewed D Yes □ No (Note: The Developer can provide Site Development Plan ieformation relative to this lot) IF THIS SYSTEM WILL SERVE A DWELLING(S). COMPLETE ITEMS 1 6 -23 WITH THE TOTAL QUANTITY OF EACH: (16) Site built (permanent) Dwelling(s):___ (17) Man ufactured Home (mobil e, double wide):_1 __ _ (18) Number of bedrooms: 3 (19) Basements: ,------- (2 0) Garbage Disposals:____ (21) Spa/Hot Tubs: gallons (22) Wells/Potable Springs: (23) Swimming pool: ___ _ (this includes irrigation wells) IF THIS SYSTE M WILL SERVE AN ESTABLISHMENT(S), COMPLETE ITEMS 24 -28 AND INCLUDE A FLOOR PLAN DRAWN TO SCALE: (24) Number of buildings to be affected by this project: ___ _ (25) Use ofBuilding(s): ___________________ (restaur ant, church, school, etc.) (26) Number of Patrons/day: (27) Number of Employees: (28) Number of Shifts: --- PLEASE READ BEFORE SlGNlNG: By signing this application, I am stating that the information in this part is complete, true and co rrect; and th at the OSS wi ll be installed a ccording to the d esign as a ppro ved by the ADPH and will be maintained ac cording to the manufacturer's recommend ation. the operation and maintenan ce pla n , and the Permit. I understand that the property named in this application shall not be further divided, or the system thereo n modified in any way, witho ut approval by t he Health D epartment. 1 acknowledge that the person who installs (repairs) and certifies this onsite system must be a licensed installer or individual who is in compliance with the provi sions of state law, specifically Act 99-57 1 (Code of Ala., 1975, T itl e 34, Chapter 21 A, S ections I -26), as enacted, and as implemented. I do hereby g ive pe rmi ssion to the health department to ente r onto the property, at reasonable ho urs, for the purpose of processing this applic at io n . /[this onsite svstem application is for an engineered svstem. as defined hv the onsite rules, vou are her eby informed that the Health Department will onlv review the application and accompanvim: documentation for completeness. No site visit or installation inspection will be performed. The Health Department depends on the Professio11al Engineer to ensure that tile system is installed accordin to the submitted desi n and is in co • e with the rules. The Ith De artment assumes 110 liabili . ¥owner Authorized Ag ent: Signature:~...__.,...-.,,,::,1,....::?,,.___y____.:::,,==~..c::.~-\--\..,L-------Date: __ \_\_,\c-"j()~\-•1-0~~-- (},~ ' , Ma ilin g Address: 555 N SECTION STREET City: FAIRHOPE State:_A_L ______ Zip: 36532 CEP-2 3/2017 APPPENDIX "C"CEP-2 APPLICA TlON CONTINUED -Small Flow Owner Name or Location 9650 DOVE RUN LLC / 9650 US HWY 98 FAIRHOPE PART B • SYSTEM Pl.ANNING (29) Designed system is: 0 Engineered Iii Conventional (30) Establishment Estimated Water Usage ------=;----~oallons/day (31) Size oflot (excluding easements): ~------sq. ft. (32) Sanitary Sewer is NOT available to thi s lot D (33) Plot plan drawn to scale attached O (required with all applications) Iii Lot dimensions/size/property lines Iii Location of all soil test sites Iii Location/dimensions of structures [j] Location ofOSS & REDF Iii Ut ilities/easements/water lines Iii Layout ofOSS D Sw-face waters/drainage features [j) Max/Min Trench Depth Proposed □ Well locations □ Aggregate & Cover ReeommcndcdJRequircd D Landfill, dump , cave, or sinkhole D Depth offil1 D % slope & direction D Drainage/Gullies/>25% Slope Identified D Location of embankments/cut/fill (34) Construction Plan attached (See attached instructions) 0 Engineered system applications mu st include a CONSTRUCTION PLAN which shal l be certified by an engineer. NOTE: A construction plan is not required for a system generating 1800 gallon s or less of sewage (not high strength sewage) a day proposing to use a conventional onsite sewage disposal system. (35) 0 Soil Survey NRCS Property Location Information Iii Vicinity Map If availab le -Section: _2_2 __ T 7 s If available -Latitude (degrees/m inutes/seconds) -------Longitude (degrees/minutes/seconds) ______ _ Application Attachments: Iii Legal Description or Copy of Deed O Engineer Calculations (engineered design) Establishment _____ _ BODffSS lbs./day ------------------------------------------------APPLICABLE srG NA TURES BELOW------------------------ FO R CONVENTIONAL SYSTEMS: D Engineer [j) Land Surveyor D Geologist D Soi l Classifier 0 PHESS OOther --------- MOORE SETH MOORE SURVEYING INC last Name -PRINT or TYPE First Name Firm Name (if applicable) 555 N SECTION ST FAIRHOPE AL 36532 251-928-6777 ~--~----,,,,111,,, City State Zip Code Telephone Numb~' ~ * 1111 e information contained in this part of the application, including all related attachments,,~~lew,·tr~ ~0'.,.., correct. '·<;) ....J•.O'. .... : ~ .. •0«; ::: ;;F ~-...o~ :::en :< <o~co:o:: Signature :: :w ~ (;J < ~::::iE= _<{.o -41~.::,.: - . . . . 16671 -:. ).;> ~ ~ .....J 9:.-·~-~ For app licab le professional s -Reg1strat1on No.: ______ [j) License P otocopy attached ~ 6 •.. er s,'0.,:-... ~ "':-,.,,. • ••• Q.._ ••• ·A'.,·,, ,,, •····•• x:' ' FOR ENGINEER DESIGNED SYSTEMS: By signing below, l acknowledge that the Health Department is relying upon ;lf,w.ol!ssiona'W~el!)e , judgment and skill to ensure that the system is installed according to the submitted design and in accordance wilh applicable statutes anil 1~U. I f~rther acknowledge that no site visit or installation inspection will be conducted by the Health Department based upon its reliance on this signed certification by me. l.n,•t Nam " -PRINT or TYPE First Name Firm Name S treet or PO Box City Stare Zip Code Telephone Number I certify that the design feature s of the OSS at the address above have bee n designed , specified , or approved by me , and conform to de sign princi ples applicable to such projects. In my professional judgment, thi s system , when properly constructed, operated and maintain ed , will achi eve the estab lis hed performance standard s and comply with applicable statutes of the State of Alabama and the ADPH. Signature __________________ ~_Date _____ _ Registration No.:-----~□ Lice nse Photocopy attached PART C -SrrE EvALUATION D CEP 2/3 Part C Site Evaluation Form attached CEP-2 3/2017 APPPENDIX "C"CEP-2/3 Site Evaluation Data Name/Establishment/Development DOVE RUN MOBILE HOME PARK 9650 US HWY 98 FAIRHOPE , AL Location/ Address Eva luator D Soi l Classifier D Engineer [!] Land Surveyor D Geologist Method Used Ii] Percolation D Unified D Mapping D Morphology 0 PHESS -CEP2 only NOTE: All percolation results shall be reported. All testing methods and results are subject to verification bytheADPH. Hole No. 1 2 1. Unified / Morphology Method / Soil Boring Data for Percolation Method (Attach Additional Sheets As Needed) Layer ID/ Depth Of Mottles, Redox, Etc Texture* Texture Other Horizon* Up/Lo Dominant Group* Boundary Color Of Each Layer 0 - 1 O" 10YR 4/4 1 0" -28" 10YR 4/6 28" -40" 10YR 5/4 40" -60" 10YR 5/4 @48" -SR 4/6 Field Sizing 24 mpi Restriction Restriction Type (circle): ASHES Minimum Vertical Separation @ 24 Depth (in.) Depth (in .) Rock Pan Water Indicator Distance in Appendix A, 48 Other .Table 19 -- 0 -6" 10YR 5/2 6" -15" 10YR 5/4 15" -60" 2.5Y 6/4 Field}.lg _/8_ ~mpi Restriction Restriction Ty pe (circle): Minimum Vertical Separation @ ?) Depth (in.) De pth (in .) ASHES Rock Pan Water Distance in Appendix A, N/A Indicator Other Table 19 -- CEP-2/3 3/2017 APPPENDIX "C"Field Sizing mpi Restriction Restriction Type (circle): ASHES M inimum Vertical Separation @ Depth (in.) Depth (in.) Rock Pan Water Indicator Distance in) Table 19 __ Other -- * Requrred for Umfied/Morphology Method only 2. Percolation Test Data (Attach Additional Sheets As Needed) Extended Date Beginning / Beginning / To tal Depth From Stabilized Saturation Percolation Of End Time Of End Time Of Depth of Surface Percolation Procedure Hole No. Percolation Saturation Testing Hole To R ate in Testing Tests Restriction Min. per inch ~No O Yes 1 11/10/20 8AM -11AM 11 :30/1 :30 24" 24 2 24" 18 3. Professional Soil Classifier Certified Soil Mapping data attached D SITE EVALUATOR Primary EDF design is limited by the most restrictive test result, which is recorded as Hole #-'1 ____ . Phone 251 -928-6777 Fax ______ _ E-mail mooresurveying@bellsouth.net MOORE SURVEYING INC 555 N. Section St _F_a_irh_o~p_e~,A_I __ 36532 Firm Name Address CEP-2/3 3/2017 APPPENDIX "C",...___.,,, .s. 1 I I I I I I I I I r-+l , I I I I • • 1 I I I ' ' I I ! I l I I , I I I I I • • I I I I I I I I I I I I I I I ----- -----r------------....'.. __ I I I I I +-- 1 I I ' I I I I I I I I I I I PERCOLATION TEST DATE: NOVEMBER 10, 2020 PERCOLATION TEST RATE 24 MIN/IN MIN TRENCH DEPTH; 20" MAX. TRENCH DEPTH 24" NO GROUND WATER DETECTED CONVENTIONAL SYSTEM OR EQUAL WITH ONLY A 20% REDUCTION 750 SQUARE FEET OF DRAINFIELO 1000 GALLON SEPTIC TANK 0 "' NOT VALIO 1JJ'fflOUT AN' IWBOSSED Sltil OR OIUOJ)fAI, SIOIU,rU'RC. A.LL OOPIJ:9 UD r~ AU ]lrlVAt.a> U U) MJ.Y KOT BS USC roR A.HY PUaJ>OsK. ·-l MOORE SURVEYING, INC . -~ PROFESSION AL LAND SURVEYING J 555 NORTH SECTION STREET, J! FAIRHOPE, ALABAMA 36532 i PHONE (251} 928 -6777 Email moorau"• ObeU.Oulh.nel l)OVE RUN M_OBILE H OME PARK PHASE 2 -SP ACE #2 11' = JO' 11 10 s wm APPPENDIX "C",------·-------·-----·----,,, OtatrioQe It Otilit)' Cotttnent·-·-· i!)• est. --·----·-·--------·-------·-------------·--f-·-· Min 59,621 Squore Feet GREEN SPACE ~ l PROTCCTION NOTES FOR E0f' &: ~OF' w ;; ~ • g q ~ +=-ij I f . I t I ~~!_-~=)' ;!o,"'~ °;':. t;-:;er~ ~ ~~• WOtel' rwi oU crQl.nd th41 'i ~ =-=,:i ~~u:~ o'Me9.~~ o, tt'4 £Or .. "°t ,ec~ ond 1 ;;:m;===:=~====;:=;=~=;;~~~=;:~=;:;:;='7;' .. ~' .. ~' ~-·~"~·"'~··~..,~·""=tor~ ... ~; .. ~"'==""=·=· ;:"'~-~~··~--:·:·~·..,:=~='='::"'::"=r"' 7.,~,~,,i ... ~ .... ~. ==:i=====F====i====================:==========::,, ! DOVE RUN t A RE-PLAT OF PROPERTY LOCATED AT MOORE SURVEYING, INC. ··----UII•--JOD NO. 2020 184 --PROFESSIONAL LAND SURVEYING DATE 8/13/2020 9650 U. S, HWY #98 FAIRHOPE ALABAMA ml.I YOU 566 NORTH SECTION STREET, '"' --~ FAIRHOPE, ALABAMA 36632 m •, a.i • ...,.._ PHONE (251) 928 -6777 o,a:v .. ._... SCALE 1 .. • 80' Email mooresurv~yingObellaouth.net APPENDIX "D"October 14 , 2020 To Whom it may concern: Dove Run LLC will be having a Community Meeting on October 21 , 2020 at 5:00 P.M. at the East entrance of Dove Run Mobile Home Park located at 9685 U.S. Hwy 98, Fairhope. Alabama. The reason for this Community Meeting is to discuss the expansion of the existing Mobi le Home Park. Attached is a plan showing the proposed expansion. lf you cannot attend, please give me a call or emai l me a note. s;ni ' Seth 'J!ft:ir--··/' Moore Surveying Inc. 25 I -928-6777 mooresurveying@ bellsouth.net. 1m • nu N()\J BY:~- APPENDIX "D"DOVE RUN MOBILE HOME PARK A MUL TTPUAL OCUPANCY PROJECT (MOP) 9650 U S HWY 98 F AI RHO PE, AL 36532 ATENDEES OF COMMUNITY MEETING 10/2 1/2020 9650 Dove Run L LC, OWNER 124 Newnan St Carrol lton GA 3011 T im Swenson S ite Manager Seth Moore Moore Surveying In c 555 N. Section St Fa irhope , A l Adjacent Property Owners in Attendance: Ron & Sheila Schmidt 9645 County Road l I Fairhope, Al Doug Lowell 14065 St Hwy 181 Fairhope, Al Other Attendees David & Tara Kincaid 9664 County R oad l 1 Fairhope, Al Charisse Dorgan 9851 County Road 11 Fairhope, A l Sherry Nelson 9761 County Road 1 J Fairhope, A l Other Adjacent Property Owners Invited but did not attend: Young, Bobby L & Gloria J 9797 Lari-bel Dr Fairhope, Al Stapleton, Arthur Wesley 9814-A St Hwy I 04 Fairhope Al Keller, William 9764 U S Hwy 98 Fairhope Al APPENDIX "D"The meeting started about 5:05 on the 21 st of October. I in t roduced myself to the attendees and handed out a copy of the proposed plan for the Dove Run Mobile Home Park (MOP). l explained the plan and the process of the development and the process of the approvals with the City of Fairhope. J asked for questions and comments. Mr. Schmidt asked if the developer would be removing the trees on the south end of the project and about the existing ditch ? l explained to him that the deve loper wanted to keep as much screening as poss ible on the southern end of the property. I also told him that there is a 30-foot Bui lding Setback requirement for this project. I a lso explained the Detention area will have to be deeper to accommodate the added runoff fro m this addition and that the existi ng ditch will not be changed. Mr. Swenson explained the plans are in the works lo clean out the existing trash and thi11gs in the wooded are on the southern end of the property but not any trees. Also thattheexisting Mobile Homes will have new Skirt in g around each Mobile Home. I asked if there are any other concerns about the development of the park and there were none. The attendees did have a problem with drugs and thefts involving the otJ1er Mobile Ho mes to the west. Mr. Swenson assured the attendees that those people are no longer t here and yes before the new owners purchased the place there was police at the park al most every other weekend but that that was in the past when the others owned the Park. Mr. Swenson also told the altendees that the Mobile Homes in the add ition will be new and that they will be o n a lease purchase plan so that the people owned the Mobile Hornes and did not rent them. They wi ll sti 11 have to rent the spaces. I believe that everyone in attendance left with t he assurance th a t this should be a good and well managed development and that th e New Owner is will improve the Mobile Home Park. We closed the meeting about 5:45. DOVE RUN (EAST PHAS E) US-98, BALDW IN COUNTY 10% Rule Watershed Map The 10 percent area extends to Mary Ann Beach Road and does not include any public drainage conveyance systems. The 10 percent drainage area consists of the area east of Keller Road extending to County Road 11 and the US-98 ROW containing over 80 acres. Due to the reduction in discharge from this site (infiltration bed and discharge pipe) when compared to existing and predevelopment conditions there will be no adverse impact to the natural drainage basin or the Mary Ann Beach Road drainage system. Hydraflow Rainfall Report Hydraflow Hydrograptis Extension for Autodesk® Civil JD® by Autodesk , Inc. V2020 Monday , 10/26/2020 Return Intensity-Duration-Frequency Equation Coefficients (FHA) Period (Yrs) B D E (NIA) 1 0 .0000 0 .0000 0.0000 -- '2 168 .8650 14 .7000 1,0149 -- 3 0,0000 0.0000 0.0000 -- 5 36 .1123 3.6000 0.6048 -- 10 40 .6045 3.6000 0 .5994 -- 25 45 .2885 3.3000 0.5863 -- 50 47 .8911 3.0000 0,5729 -- 100 49 .3107 2.5000 0 .5559 -- File name: DOVE RUN .IDF Intensity= B / (Tc + D)"E Return Intensity Values (in/hr) Period (Yrs) 5 min 10 15 20 25 30 35 40 45 so 55 60 1 0 .00 0.00 0 .00 0.00 0.00 0.00 0 .00 0.00 0 .00 0 .00 0.00 0.00 2 8.20 6.52 5 .41 4.62 4.03 3.57 3.21 2.91 2,66 2.45 2.27 2.12 3 0.00 0.00 0 .00 0.00 0 .00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 5 9.83 7 .45 6.16 5.34 4.75 4.31 3.96 3 ,68 3.45 3.25 3.08 2.93 10 11.18 8.49 7.04 6.11 5,44 4.94 4.56 4.23 3.96 3.73 3.54 3.37 25 13 .10 9.93 8.24 7 .15 6 .38 5 .80 5.34 4.97 4.66 4.40 4.18 3.98 50 14 .55 11 .02 9.14 7 .94 7 .10 6.46 5.96 5.55 5.21 4.92 4.68 4.46 100 16 .09 12.11 10 .04 8.73 7 ,81 7.12 6.58 6 .13 s.n 5.45 5 .18 4.95 Tc= time in minutes . Vah,ies may exceed 60. Pre cip file name · D ·\BARTON ENGINEERING\Civil\Drainage\Hydraflow\DOVE RUN .pep . Rainfall Precipitation Table (in) Storm Distribution 1-yr 2-yr 3-yr 5-yr 10-_yr 25-yr 50-yr 100-yr SCS 24-tiour 0.00 6 .00 0.00 7 .75 9.00 10.40 11 .60 13.00 SCS 6-H r 0 .00 4.20 0.00 3.50 6 .20 7.00 7.60 8.80 Huff-1st 0 .00 0.00 0.00 0.00 0 .00 0 .00 0 .00 0 .00 Huff-2nd 0.00 0 .00 0 .00 0.00 0 .00 0 .00 0.00 0 .00 Huff-3rd 0 .00 0.00 0 .00 0.00 0 .00 0 .00 0.00 0 ,00 Huff-4th 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 0.00 0.00 Huff-Indy 0 .00 0.00 0.00 0.00 0 .00 0.00 0 .00 0.00 Custom o.oo 0.00 0.00 0.00 0 .00 0 .00 0 .00 0 .00 Pond Report Hydraflow Hydrographs Extension for Autodesk® Clvll 30® by AUtodesk , Inc. v2 020 Pond No. 1 -POND Pond Data Contours -User-defined contour areas. Con ic method used for volume ca lculalion . Begin ing Elevation= 51 .00 ft Stage I Storage Table Stage (ft) Elevation (ft) Contour area (sqft) Iner. Storage (curt) Total storage (cuft) 0 ,00 51.00 14.415 0 0 0 .80 51 .80 16 ,955 12 ,142 12 ,142 1.00 52 ,00 16 ,859 3 ,281 15,422 2.00 53 .00 19,282 18,055 33.477 3 .00 54 ,00 21 ,823 20 ,537 54 ,015 3.50 54 .50 23 ,000 11,203 65 ,218 Culvert/ Orifice Structures Weir Structures [A] [BJ (C] [PrfRsr) [A] [BJ Rise (in) = 24 .00 0 .00 0 .00 0 .00 Crest Len (ft) = 0.00 0 .00 Span (In) = 24 .00 0 .00 0 .00 0 .00 Crest El. (ft) = 0 .00 0 .00 No. Barrels = 2 0 0 0 WeirCoeff. = 3.33 3 .33 Invert El. (ft) = 51 ,80 0.00 0 .00 0 .00 Weir Type -- Length (ft} = 20 .00 0 .00 0 .00 0.00 Multi-Stage = No No Slope(%) = 1.00 0 .00 0,00 n/a N-Value = .013 .013 .013 n/a Orifice Coeff. = 0 ,60 0.60 0.60 0 ,60 Exfil.(in/hr} = 0.500 (by Contour} Multi-Stage = n/a No No No TW Elev. (ft) = 0 ,00 Monday , 10/26 /2020 [CJ [DJ 0.00 0 .00 0 .00 0.00 3.33 3 .33 No No Nole, Culvert/Orifice o~tflows are ana lyzed under ln lel (ic) and oul lel (oc) con1rol. Weir llsers ct,ec~ed for or ttice conditions (le) and submer{leMce (s ) Stage / Storage/ Discharge Table Stage Storage Elevation ClvA ClvB Clv C PrfRsr WrA WrB WrC WrD Exfll User Total ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 51 .00 0.00 0 .000 0 .000 0.80 12,142 51.80 0.00 0.185 0.185 1.00 15,422 52 .00 0.50 le 0.195 0.694 2.00 33,477 53 .00 10.80 oc 0.223 11 ,03 3.00 54 ,015 54.00 24 .13oc 0.253 24 .38 3.50 65 ,2 18 54 .50 36 .19 oc 0.266 36.46 Hydrograp h Report Hyd rafl ow Hyd rog raphs Exte nsion for Autodesk® Civil 30® by Au tode sk , In c. v2020 Hyd . No . 1 PR EDEVEL OPMEN T Hydrograph type Storm frequency Time interva l Dra inage area Intensity IDF Curve Q (cfs) 35 .00 30 .00 25 .00 20.00 = = = = = = Rational Peak d ischarge 2 yrs Time to peak 1 min Hyd . vo l ume 18.710ac Runoff coeff. 5 .802 in/hr Tc by User DOVE RUN.IDF Ase/Rec limb fact PREDEVELOPMENT Hyd. No . 1 - 2 Year /\ V \ V \ V \ Mo nday, 10 / 26 / 202 0 = 32 .57 cfs = 13 min = 25 ,403 cuft = 0.3 = 13 .00 min = 1/1 Q (cfs) 35 .00 30 .00 25 .00 20 .00 15.00 10 .00 V \ 15.00 10 .00 5 .00 0 .00 V V 0 2 4 6 8 10 12 -HydNo.1 14 16 18 20 \ 5 .00 \ 0 .00 26 22 24 Time (min) Hydrograph Report Hyd rafl ow Hyd rogra phs Extension for Autodesk® Civil 30® by A utodesk, Inc . v2020 Hyd . No . 1 PRE DEVELOPMENT Hydrograph type Storm frequency Time in t erval Drainage area Intensity IDF Curve Q (cfs) 60 .00 50 .00 40 .00 30 .00 = = = = = = Rational Peak discharge 50 yrs Time to peak 1 mi n Hyd . vol u me 18 .710ac Runoff coeff. 9.781 in/hr Tc by User DOVE RUN.IDF Ase/Rec limb fact PREDEVELOPMENT Hyd . No . 1 -50 Year V\~ ✓ \ ~ I / \ J ~ \ Mo nda y, 10 / 26 / 20 20 = 54 .90 cfs = 13 min = 42 ,82 1 cu ft = 0.3 = 13.00 min = 1 /1 Q (cfs) 60 .00 50.00 40 .00 30 .00 20 .00 V I ~ 20 .00 V 10 .00 0.00 I V' 0 2 4 6 8 10 12 -Hyd No .1 \ I\ 14 16 18 20 22 ' 10 .00 \ 0.00 26 24 Time (m in) Hydrograph Report Hydra fl ow Hydrographs Extens ion fo r A ut odesk® Civil 30® by Autodes k , Inc. v2020 Hyd . No . 1 PREDEVE LOPMENT Hydrograph type Storm frequency T ime i nterval Drainage area Intensity IDF Curve Q (cfs) 70 .00 60 .00 50.00 40 .00 30 .00 = = = = = = Rational Peak discharge 100 yrs Time to peak 1 m i n Hyd . volume 18 .710ac Runoff coeff. 10.746 in/hr Tc by User DOVE RUN.IDF Ase/Rec limb fact PREDEVELOPMENT Hyd . No . 1 -100 Year - / /~ " / V '\ "' / V ' "' ' Monday , 1 0 / 26 / 202 0 = 60 .32 cfs = 13 min = 47 ,046 cuft = 0.3 = 13.00 min = 1/1 Q (cfs) 70.00 60 .00 50 .00 40 .00 30 .00 20.00 / , "' 20 .00 10 .00 0.00 /' / 0 2 4 6 8 10 12 -HydNo.1 14 16 18 20 -~ 10 .00 "' 0.00 26 22 24 Ti me (m in) Hydrograph Report Hydraflow Hydrographs Extension fo r Autodesk® Civil 3D® by Autodesk , Inc. v2020 Hyd. No. 3 DISCHARGE Hydrograph type = Reservoir Peak discharge Storm frequency = 2 yrs Time to peak Time interval = 1 min Hyd. volume Inflow hyd. No. = 2-POSTDEVELOPMENT Max. Elevation Reservoir name = POND Max. Storage Storage Indication method used . Exfiltration extracted from Outflow. Q (cfs) 60 .00 DISCHARGE Hyd . No. 3 - 2 Year 50 .00 40 .00 30.00 20 .00 10 .00 ~ ............._ 0.00 0 20 40 60 80 100 120 140 = = = = = 160 Monday, 10/26/2020 9.641 cfs 18 min 20 ,318 cuff 52.90 ft 31 ,625 cuft Q (cfs) 60 .00 50.00 40 .00 30.00 20.00 10 .00 180 0.00 200 -HydNo.3 -HydNo.2 II I I I I I I Total storage used= 31 ,625 cuft Time (min) Hydrograph Report • Hydraflow Hydrographs Extension for Autodesk® Civil 30® by Autodesk , Inc . v2020 Hyd.No.3 DISCHARGE Hydrograph type = Reservoir Peak discharge Storm frequency = 5 yrs Time to peak Time interval = 1 min Hyd. volume Inflow hyd. No. = 2 -POST DEVELOPMENT Max. Elevation Reservoir name = POND Max. Storage Storage Indication method used . Exfiltration extracted from Outflow. Q (cfs) 70 .00 DISCHARGE Hyd . No. 3 -5 Year 60.00 50 .00 40 .00 30 .00 20.00 10.00 "'-. ' r---......_ 0.00 0 20 40 60 80 100 120 = = = = = 140 Monday , 10/26/2020 11.89 cfs 18 min 25,339 cuft 53.10 ft 35,532 cuft Q (cfs) 70 .00 60.00 50.00 40 .00 30 .00 20.00 10.00 160 0.00 180 -Hyd No . 3 -HydNo.2 ii I I I I I II Total storage used = 35 ,532 cuft Time (min) Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk , Inc. v2020 Hyd.No.3 DISCHARGE Hydrograph type = Reservoir Peak discharge Storm frequency = 10 yrs Time to peak Time interval = 1 min Hyd . volume Inflow hyd. No. = 2 -POST DEVELOPMENT Max. Elevation Reservoir name = POND Max. Storage Storage Indication method used . Exfiltration extracted from Outflow. Q (cfs) 80 .00 70.00 60.00 50.00 40 .00 30.00 20.00 10 .00 0.00 ~ 0 20 "' ~ 40 60 DISCHARGE Hyd. No. 3 -10 Year 80 100 120 140 = = = = = Monday , 10/26/2020 14.11 cfs 18 min 31,000 cuft 53.32 ft 39,977 cuft Q (cfs) 80.00 70.00 60.00 50.00 40 .00 30.00 20.00 10.00 160 0.00 180 -HydNo.3 -HydNo.2 II I I I I I IT Total storage used = 39,977 cuft Time (min) Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 30® by Autodesk, Inc. v2020 Hyd. No. 3 DISCHARGE Hydrograph type Storm frequency Time interval Inflow hyd. No. Reservoir name = = = = = Reservoir 25 yrs 1 min 2 -POST DEVELOPMENT POND Storage Indication method used . Exftltration extracted from Outflow. Peak discharge Time to peak Hyd. volume Max. Elevation Max. Storage Q (cfs) 100.00 DISCHARGE Hyd. No. 3 -25 Year 90.00 80 .00 70.00 60.00 50.00 40.00 30.00 20 .00 10.00 ' """r-----......_ 0.00 0 20 40 60 80 100 120 140 Monday, 10 / 26 I 2020 = 16.53 cfs = 18 min = 38,794 cuft = 53.62 ft = 46,221 cuft Q (cfs) 100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10 .00 160 0.00 180 -HydNo. 3 -HydNo.2 II I I I I I II Total storage used= 46,221 cuft Time (min) Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 30® by Autodesk , Inc. v2020 Hyd.No.3 DISCHARGE Hydrograph type = Reservoir Peak discharge Storm frequency = 50 yrs Time to peak Time interval = 1 min Hyd . volume Inflow hyd. No. = 2 -POST DEVELOPMENT Max. Elevation Reservoir name = POND Max. Storage Storage Indication method used. Exfiltration extracted from Outflow. Q (cfs) 120.00 DISCHARGE Hyd. No. 3 -50 Year 100.00 80.00 60.00 40.00 20 .00 ~ ~ 0.00 0 20 40 60 80 100 120 = = = = = 140 Monday , 10/26/2020 19.14 cfs 18 min 44,663 cuft 53.85 ft 51,020 cuft Q (cfs) 120 .00 100.00 80.00 60 .00 40 .00 20 .00 160 0.00 180 -HydNo.3 -HydNo.2 11 1 1 I I I I Total storage used = 51 ,020 cuft Time (min) Hydrograph Report Hydraflow Hydrographs Extension for Autodesk ® Civ il 3D® by Autodesk , Inc. v2020 Hyd. No. 3 DISCHARGE Hydrograph type = Reservoir Peak discharge Storm frequency = 100 yrs Time to peak Time interval = 1 min Hyd. volume Inflow hyd. No. = 2 -POST DEVELOPMENT Max. Elevation Reservoir name = POND Max. Storage Storage Indication method used . Exfiltralion extracted f rom Outflow. Q (cfs) 120.00 DISCHARGE Hyd . No . 3 -100 Year 100.00 80 .00 60 .00 40 .00 ~ 20 .00 '" ~ ~ - 0.00 0 20 40 60 80 100 120 = = = = = 140 Monday , 10 /26 /2020 25.40 cfs 18 min 50 ,623 cuff 54.04 ft 54,992 cuff Q (cfs} 120.00 100 .00 80.00 60 .00 40 .00 20 .00 160 0.00 180 -HydNo.3 -HydNo.2 1111 1 I 11 Total storage used= 54,992 cuft Time (min) From:Hunter Simmons To:Emily Boyett Cc:Buford King Subject:FW: Case SD 21.02 Dove Run East Date:Monday, December 21, 2020 2:10:19 PM From: Gary Trainer <garytrainer@hotmail.com> Sent: Monday, December 21, 2020 2:01 PM To: planning <planning@fairhopeal.gov> Subject: Case SD 21.02 Dove Run East SENT FROM AN EXTERNAL ADDRESS I am a resident of Key Allegro Estates, which is adjacent to the Multiple Housing Project, Dove Run. In response to your letter of December 11, 2020, my comments are as follows: With regard to the waiver requiring sidewalks, I have no comment. With regard to the waiver requiring street lighting, I feel that street lighting is a definite deterrent to crime and undesirable activities. In general, I think that approval for a 22 unit Multiple Housing Project (Dove Run East) should not be granted for the following reasons: This would in effect be an expansion of the existing Dove Run. Presently, Dove Run is comprised of many dilapidated mobile homes, shoddy add- ons, and accumulations of junk. There is no reason to doubt that the expansion would result in more of the same. For those of us who live in Key Allegro Estates and maintain our property and take pride in its appearance, the addition of an additional 22 lots would make a bad situation even worse. Therefore, I urge you to reject preliminary approval for this project. Gary Trainer, P.E. (inactive) Cell (210) 232-2755 From:Hunter Simmons To:Emily Boyett; Buford King Subject:FW: Case: SD 21.02 Dove Run East Date:Tuesday, December 22, 2020 1:24:48 PM -----Original Message----- From: Rich <choppin.viragohelp@yahoo.com> Sent: Tuesday, December 22, 2020 1:24 PM To: planning <planning@fairhopeal.gov> Subject: Case: SD 21.02 Dove Run East SENT FROM AN EXTERNAL ADDRESS ________________________________ I am against the consideration of expanding the Dove Run Mobile home park off Hyw. 98 south of Fairhope. I live in Key Alegro Retirement park and have noticed the run down condition of the homes in Dove Run. Many of homes seem to need much repair of be condemned. Have the management clean up the park first be considering any expansion. Thank you Richard Moring From:Hunter Simmons To:Emily Boyett; Buford King Subject:FW: Case: SD 21.02 Date:Tuesday, December 22, 2020 1:16:50 PM From: mike sullivan <micmike1@yahoo.com> Sent: Tuesday, December 22, 2020 11:35 AM To: planning <planning@fairhopeal.gov> Subject: Case: SD 21.02 SENT FROM AN EXTERNAL ADDRESS This letter is in reference to the proposed Dove Run East, a 22 unit Multiple Occupancy project. I strongly object to to this expansion of the existing Dove Run Mobile Home development. If one was to conduct a site survey of this existing community, they would find a mixture of homes in various condition, some of which should be condemned. If the landlord of the property allows these home to exist in this condition, it demonstrates that they do not care about the neighborhood and are not good property managers. If they are allowed to proceed forward with the expansion, it would just be potentially 22 dilapidated homes that would be an eyesore the existing neighborhood / community. Also, the existing neighborhood home(s) do not have any designated off street parking, and most automobiles are parked on the dirt outside the homes. Also, with regards to the (2) requested waivers: - Street lighting should be mandatory for any planned community for the safety of its residents.The community should not be given permission to proceed unless the proper requirements are submitted. The community that is immediately adjacent to Dove Run complies with the street lighting requirements so why should not Dove Run? - Sidewalks should also be mandatory for the safety of the residents, especially a community like Dove Run since there will be most likely children living in the neighborhood. Also, the installation of sidewalks / driveways adds to the curb appeal of the neighbor allowing the community to be more aesthetically pleasing to the surrounding neighborhood From:Hunter Simmons To:Buford King; Emily Boyett Subject:FW: Case:SD21:02 DOVE RUN EAST Date:Tuesday, December 22, 2020 8:21:22 AM -----Original Message----- From: Key Allegro Villas <debourgeproperties@yahoo.com> Sent: Monday, December 21, 2020 9:05 PM To: planning <planning@fairhopeal.gov> Subject: Case:SD21:02 DOVE RUN EAST SENT FROM AN EXTERNAL ADDRESS ________________________________ As managing partner of the property next door to Dove Run, I would like to express my concern over plans to expand their park. I would never object to anyone wanting to improve their property however the existing park is an eyesore. Dilapidated homes, piles of rubbish, inoperable vehicles are commonplace and the majority of the park. Our residents have been vandalized by the residents of Dove Run with numerous vehicles being broken into. Fairhope Police have been out countless times. Drug deals take place in open site. I would hope the planning board would force the out of state owner to clean the place up before allowing him to make any additions. I also urge the board to not grant any waivers for facilities required for subdivision development. Thank you Tim DeBourge (Owner) Key Allegro Villas (property along west side of Dove Run) From:Hunter Simmons To:Emily Boyett Subject:FW: Case:SD21:02 DOVE RUN EAST Date:Monday, December 21, 2020 3:17:55 PM From: lemaylindsey@yahoo.com <lemaylindsey@yahoo.com> Sent: Monday, December 21, 2020 3:15 PM To: planning <planning@fairhopeal.gov> Subject: Fwd: Case:SD21:02 DOVE RUN EAST SENT FROM AN EXTERNAL ADDRESS ---------- Forwarded message --------- I am opposed to this occupancy project for the following reasons: In my opinion and from what I have seen and experienced living next to Dove Run, 1. Dove Run property is already run down, unkempt and unclean. 2. Trash and debre are piled up behind many of the mobile homes in Dove Run. 3. Many of the mobile homes and outbuildings there look to need a lot of repair or replacement. 4. There is a fence dividing our over 55 retirement community from Dove Run and often trash is thrown over the fence from Dove Run. We, elderly people then have to clean it up to keep our neighborhood clean. 5. We and our neighbors take pride in our homes and neighborhoods. We try to be good neighbors to everyone. Increasing to number of mobile homes in Dove Run will only increase the blight, and trash, and make it harder for old people like us to enjoy our lives, living next door to an even larger mess than what is there now. Thank you for the opportunity to appeal this project. From:Hunter Simmons To:Emily Boyett Subject:FW: Case:SD21:02 DOVE RUN EAST Date:Monday, December 21, 2020 3:18:22 PM From: Sandra Lindsey <zondranana@gmail.com> Sent: Monday, December 21, 2020 3:18 PM To: planning <planning@fairhopeal.gov> Subject: Fwd: Case:SD21:02 DOVE RUN EAST SENT FROM AN EXTERNAL ADDRESS ---------- Forwarded message --------- ---------- Forwarded message --------- I am opposed to this occupancy project for the following reasons: In my opinion and from what I have seen and experienced living next to Dove Run, 1. Dove Run property is already run down, unkempt and unclean. 2. Trash and debre are piled up behind many of the mobile homes in Dove Run. 3. Many of the mobile homes and outbuildings there look to need a lot of repair or replacement. 4. There is a fence dividing our over 55 retirement community from Dove Run and often trash is thrown over the fence from Dove Run. We, elderly people then have to clean it up to keep our neighborhood clean. 5. We and our neighbors take pride in our homes and neighborhoods. We try to be good neighbors to everyone. Increasing to number of mobile homes in Dove Run will only increase the blight, and trash, and make it harder for old people like us to enjoy our lives, living next door to an even larger mess than what is there now. Thank you for the opportunity to appeal this project. From:Hunter Simmons To:Emily Boyett; Buford King Subject:FW: Dove Run East expansion proposal Date:Tuesday, December 22, 2020 1:17:10 PM From: Bruce Margreiter <bpmarg87@gmail.com> Sent: Tuesday, December 22, 2020 11:27 AM To: planning <planning@fairhopeal.gov> Subject: Dove Run East expansion proposal SENT FROM AN EXTERNAL ADDRESS To the Planning Department: My wife, mother-in-law (age 88) and I share a new double wide mobile home we recently purchased in Key Allegro Villas, just a few yards to the west of Dove Run. In the months since August we have endured very loud music, trash burning, wild dogs and frequent fireworks at night. Dove Run has numerous derelict homes that any city of pride would have forced to be abandoned years ago. It is obviously not managed, but is simply a rental ghetto. Why would the fine City of Fairhope allow a group of slumlords to expand an already depressed trailer park next to a retirement community? If you haven't visited Dove Run recently, you need to before making any decisions regarding further expansion. I beg you, please do not allow this travesty to occur next to our peaceful and well kept 55+ park. Thank you for your consideration. Best regards, Bruce and Patricia Margreiter 9602 Coral Sea Dr. Fairhope From:Hunter Simmons To:Emily Boyett Subject:FW: Dove Run East Date:Monday, December 21, 2020 3:18:38 PM -----Original Message----- From: Jane Sylvester <sailingadream@yahoo.com> Sent: Monday, December 21, 2020 2:55 PM To: planning <planning@fairhopeal.gov> Subject: Dove Run East SENT FROM AN EXTERNAL ADDRESS ________________________________ To Whom It May Concern: I am writing to dispute the addition of any further additions to Dove Run East. I currently live across from this area and I am thankful that a fence divides us. The property is poorly maintained as well as the dwellings that now exist there. Adding more units will only add to the unkept area that already exists! We take pride in our little community and having a run down area that is not maintained next to us is unsettling due to excessive noise , commotion and lack of maintenance. I chose to live in this retirement community for the peace and quiet, allowing any further units to be added to this already run down area is not ideal for my retirement living. In addition the owners and property manager do not live here and obviously don’t want to maintain upkeep! Thank you Jane Sylvester Sent from my iPad From:Hunter Simmons To:Emily Boyett; Buford King Subject:FW: Dove run Date:Tuesday, December 22, 2020 1:21:23 PM From: Donald Kendrick <donalde43@yahoo.com> Sent: Tuesday, December 22, 2020 11:42 AM To: planning <planning@fairhopeal.gov> Subject: Dove run SENT FROM AN EXTERNAL ADDRESS I own property in the area and I am opposed to any additional rental spaces in Dove Run. Reason being the current homes are in terrible condition and some appear to be not live able plus much trash and junk laying around Sent from Yahoo Mail for iPhone From:Hunter Simmons To:Emily Boyett; Buford King Subject:FW: Dove Run Multiple Occupancy Project Date:Tuesday, December 22, 2020 1:17:28 PM From: Jim Vogt <jimvogt7@gmail.com> Sent: Tuesday, December 22, 2020 10:36 AM To: planning <planning@fairhopeal.gov> Subject: Dove Run Multiple Occupancy Project SENT FROM AN EXTERNAL ADDRESS I am a resident in Key Allegro Villas. I oppose the additional 22 lots in which Dove Run, LLC multiple Occupancy project is requesting. These mobile homes are not taken care of and many were in poor to inhabitable conditions before Hurricane Sally. Additional 22 mobile homes will only further deteriorate this park. If they are approved, which I hope not, the waivers in which they are requesting should not be allowed. They need to have street lights and sidewalks put in. Key Allegro Villas is a retirement community and Dove Run has many children and teenagers harassing the elderly now. Dove Run, LLC should not be approved to expand. Sincerely, James Vogt 9544 Coral Sea Drive Fairhope, AL 36532 From:Hunter Simmons To:Emily Boyett Cc:Buford King Subject:FW: Proposed expansion of adjacent property Date:Tuesday, December 22, 2020 8:15:24 AM From: mary tidey <stidey@hotmail.com> Sent: Monday, December 21, 2020 9:57 PM To: planning <planning@fairhopeal.gov> Subject: Proposed expansion of adjacent property SENT FROM AN EXTERNAL ADDRESS December 21, 2020 City of Fairhope Planning and Zoning Department To whom it may concern; I am writing with my concerns about the property expansion of 9650 Dove Run. I am a resident at Key Allegro Villas at 9604 Hwy 98, Fairhope. My address is 9557 Palm Beach Dr. The property owners of Dove Run should not be allowed to expand. The property is not well maintained nor are the residents maintaining any upkeep of their units. It became apparent after Hurricane Sally when the fence dividing the properties was blown down. The properties on the Hwy 98 of Dove Runn appear to be somewhat well maintained but deeper into the property it is dilapidated, cluttered, have broken down vehicles on the lot, dogs running loose, and what appears to be broken refrigerators/freezes with the doors still on and not secured. And this is not a result of the hurricane. At one time there appeared to be port-a-pots on the property, without any evidence of a construction or repair work being done. I suspect that addition units will not be maintained nor any kind of maintenance be enforced. I understand that these units are “rent to own”. If that is the case, the owners/managers should strive to keep their property maintained. If you do approve this expansion, make them put in street lights so everyone can see the shambles, day or night, that this property is in. Maybe the children that run around unsupervised. I’ve seen numerous mobile home communities on Hwy 98 and understand that my standards may not apply to everyone. But allowing this expansion only promotes neglect, slum lord mentality and distracts from the beauty of Fairhope, Baldwin County and the Eastern Shore. Your consideration in this matter is appreciated. Sincerely, Stephen and Mary Tidey Sent from Mail for Windows 10 --- From:Hunter Simmons To:Emily Boyett; Buford King Subject:FW: Un-approval of request by 9650 Dove Run, LLC requesting of increase of additional 22 unit Multiple Occupancy Project and requested Waivers. Date:Tuesday, December 22, 2020 8:22:49 AM From: Gary Wasko <gswasko@att.net> Sent: Monday, December 21, 2020 6:54 PM To: planning <planning@fairhopeal.gov> Subject: Un-approval of request by 9650 Dove Run, LLC requesting of increase of additional 22 unit Multiple Occupancy Project and requested Waivers. SENT FROM AN EXTERNAL ADDRESS Dear Planning Commission of Fairhope, It would be ludicrous to even consider such plan. I live adjacent to that current property and can believe I've seen better slums. A quick visit by the Planning Commission to visit this property should totally agree with my statement. Currently, this park has no city water (uses well water), has no city Sewer system (uses septic tanks), has no street lighting. It is owned by an out of state owner and managed by a North Baldwin Real Estate company, who only collects rent and provides no maintenance. It has several inhabitable trailers that should be condemn yet has families living in them. Additionally if you checked police records you will fine many reports of unsupervised delinquent minors roaming the streets of adjacent properties looting and threating residence of he retirement community of age 55 plus people. It is completely unfeasible to anyone in their right mind would agree to increase the occupancy of property and on top of that allow waivers that would further ad to this slum. Sincerely G.S. Wasko 13389 Sea Breeze Blvd. Fairhope, AL 36532 FOR FILE NOT FOR RECORDINGOPERATION & MAINTENANCE PLAN AND AGREEMENT FOR DOVE RUN MOBILE HOME PARK 16 December 2020 r FDR ~ScoR DI ENGINEER'S CERTIFICAT E L the undersigned , a Registered Professional Engineer in the State of Ala ba ma ho lding Certificate Number 24109, hereby certi fy that 1 have reviewed the design herein whi c h was do ne under my direct control and supervis io n a nd that, to the best of my professional knowledge a nd to the best of my belief, con forms to the requirements of th e Fairhope Subdivision Regu lati o ns and to a ll o th e r rules, regulations, laws, and o rdinances applicable to my desig n . ~L\ David Shume r, P.E. ,,,,,,,. .,,,. lalllll! •. , ~ 0 ,, ~ AL 24109 = -= s -f*i~~\\ ~ ,,.., s ~v-'1 NG1Nt~ ,,~ §- Plans which a re certified consist of Page 1 thru 8, each of wh ich bears my seal and signature.~~0o'''"'"'t\\-~~ .,,,,,. M. S~ ~,,,.._ 1,,,,,,.""'''\ FOR FILE NOT FOR RECORDINGCity of Fairhope, Alabama Storm Water Facility Maintenance Agreement THIS STORM WATER FACILITY MAINTENANCE AGREEMENT (t his "Agreement") is made , executed and entered into this __ day of ______ _, 20_, by _____________ (here inafter called "Landowner"), to and for the benefit of the City of Fairhope, Alabama , a municipal corporation organized under the laws of the State of Alabama (hereinafter called the "City"). Recitals: WHEREAS , Landowner is the owner of that certain real property located in Baldwin County, Alabama and more particularly described on Exhibit "A" attached hereto and by reference made a part he.reef (t he "Property"); WHEREAS , Landowner is in the process and constructing and developing a Multiple Occupancy Project on the Property to be known as DOVE RUN MOBILE HOME PARK (the "Development''); WHEREAS , Landowner has applied with the City for preliminary plat approval for the plat of the Development, a copy of which is attached hereto as Exhi bit ''B" (the "Plat"); WHEREAS, as a condition to the preliminary approval of the Plat, the City requires the construction and improvement of certain storm water management facilities as shown and referenced on the Plat and/or otherwise approved by the City in writing (the "Facilities"); Page 1 of 9 FOR FILE NOT FOR RECORDINGWHEREAS , as a further condition to the approval of the Plat, the City requires that the Facilities be constructed and adequately maintained by Landowner , its successors and assigns, including any homeowners association formed by Landowner for purposes of managing and maintaining any common areas of the Deve lopment (the "Association "); Agreement : NOW THE REFORE , for and in consideration of the premises and other good and valuable consideration , the receipt, adequacy and sufficiency of which are hereby acknowledged , Landowner and the City , intending to be legally bound, hereby covenant and agree as follows: 1 . Landowner shall construct and improve the Facilities strictly in accordance with the plans and specifications therefor (a) set forth on the Plat and/or (b) otherwise approved by the City in writing . Landowner acknowledges and agrees that the completion of construction of the Facilities is a condition to the City's final approval of the Plat; provided , however, that in the event the City allows Landowner to provide a bond or other guarantee of completion of the Facil ities , the Facilities shall be completed at least thirty (30) days prior to the expiration of said bond or other guarantee. 2 . Landowner shall maintain the Facilities in such condition that the Facil ities properly operate , funct ion and perform (as designed by a professional engineer) for their intended purpose(s), which maintenance shall include, at a minimum , all maintenance required by all laws and ordinances of the City, the ma in tenance plan attached hereto as Exhibit "C", all items set forth on the Maintenance Checklist (hereinafter defined), and such other maintenance as is customary in Baldwin County , Alabama with respect to substantially similar stormwater management facilities. As used herein, the term "Facilities" shall include, without limitation, all pipes , channels or other conveyances built to convey storm water to the Facilities , as well as all storm water structures , improvements, and vegetation provided to control the quantity and Page 2 of 9 FOR FILE NOT FOR RECORDINGquality of storm water that discharges from the Property. In connection with Landowner's maintenance of the Facilities , Landowner shall follow and comply with the Storm Water Structural Control Maintenance Checklists attached hereto as Exhibit "D" and incorporated herein by reference ("Main tenance Checklist"). 3. Landowner shall inspect the Facilities and submit an inspection report every three years . Said inspections shall be conducted at the sole expense of Landowner by a professional engineer registe red in the State of Alabama and reasonably acceptable to the City and which inspection report shall be certified by said engineer to the City , which form of certification shall be reasonably acceptable to the City. The first inspection report is due by December 3i st of the fifth year after completion of construction of the Facilities and subsequent inspection reports are due by December 31 st of every successive fifth year thereafter. Each inspection report shall detail the then-current state of effectiveness of the Facilities and shall note any deficiencies rn the Facilities and/or any portion or component thereof. The purpose of the inspection reports is to assure safe and proper operation and functioning of the Facilities . 4. Landowner hereby grants an irrevocable license to the City and its authorized agents and employees to enter upon the Property and to inspect the Facilities whenever the City deems necessary. The City shall provide Landowner copies of any inspection findings of the City. In the event the City finds any deficiencies in the Facilities , whether as a result of the inspectio n reports required under Paragraph 3 hereof or as a result of a City inspection conducted in accordance with this Paragraph , the City shall have the right , but not t he obligation , to issue a written notice to Landowner of any such deficiencies. In the event the City issues any such deficiency notice , Landowner shall cure any such deficiencies within the time set forth for such deficiencies required by applicable law (whether federal , state, local or otherwise) and in any event within thirty (30) days of its receipt of such notice . Page 3 of 9 FOR FILE NOT FOR RECORDING5 . In the event Landowner fails to maintain the Facilities In good working condition acceptable to the City and in accordance with the terms and conditions hereof , the City shall have the right , but not the obligation , to enter upon the Property and take whatever steps are necessary to correct and bring the Facilities into good working condition and to charge the costs of such repairs to Landowner; provided , however, that in no event shall the foregoing be construed as to allow the City to erect any structure of permanent nature on the Property outside of the easement or other areas for the Facilities as shown on the Plat. It is expressly understood and agreed that the City is under no obligation to maintain or repair the Facilities and in no event shall this Agreement be construed to impose any such obligation on the City. 6. In the event the City pursuant to this Agreement , performs work of any nature, or expends any funds in performance of said work for labor, use of equipment , supplies, materials, and the like, Landowner shall reimburse the City for all such costs and expenses within thirty (30) days of Landowners receipt of the City's written demand therefor. Any sums not reimbursed to the City within said thirty (30) day period shall accrue interest at the rate of twelve percent (12%) per annum. 7. In the event of the employment of an attorney for the collection of any amount due hereunder or for the institution of any valid suit for the enforcement of any of the terms and conditions hereof, or on account of or for any other reason in connection herewith , Landowner covenants and agrees to pay and reimburse the City for its reasonable attorney's fees incurred in connection therewith. 8. This Agreement imposes no liability of any kind whatsoever on the City and Landowner covenants and agrees to defend , indemnify and hold the City harmless from and against any and all liability, loss, cost , damage and expense (including reasonable attorney's fees) in the event the Facilities fail to operate properly , whether as a result of improper design, maintenance or otherwise. Page 4 of 9 FOR FILE NOT FOR RECORDING9. This Agreement shall be recorded in the records of the Probate Court of Baldwin County , Alabama and shall constitute a covenant running with the land , and shall be binding on Landowner and its successors and assigns with rega rd to any interest in the Property, including , without limitation, the Association. It is expressly contemplated hereby that Landowner may convey the Facilities to the Association in which event the Association shall be obligated to perform all duties and obligations of ''Lan downer" hereunder. 1 O. Landowner represents and warrants to the City that Landowner is the sole and absolute owner of the Property and is properly authorized to enter into th is Agreement. 11 . This Agreement shall be construed in accordance with the laws of t he State of Alabama. 12. This Agreement may be executed in multiple counterparts by original or facsimile signatures, and each such counterpart shall be considered an original , but all of which together shall constitute one and the same agreement. 13. In the event of a default by Landowner hereunder, the City shall be entitled to all rights and remedies provided under applicable state ·law, including the right of specific performance. 14. This Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. 15 . This Agreement shall not be construed more strictly against one party than against t he other merely by virtue of the fact that it may have been prepared by counsel for one of t he parties, it being recognized that all parties have contributed substantially and materially to the preparation of this Agreement. Page 5 of 9 FOR FILE NOT FOR RECORDING16. Each notice, request , and communication required under this Agreement shall be in writing . It will be deemed to have been received : (i) on personal delivery; (ii) on the second business day after its deposit for overnight delivery with a recogn ized overnight delivery service; (iii) if by facsimile , on receipt of electronic confirmation of its receipt (but only if the facsimile is followed by delivery by United States mail); or (iv) if mailed, on actual receipt (but only if sent by registered or certified mail, with return receipt requested , addressed to the other party's address below): If to 1he City: City of Fairhope , Alabama If to Landowner: Attn : Planning Director 555 South Section Street Fairhope, Alabama 36532 9650 Dove Run , LLC Attn : ·---------- 124 Newnan Street Carrollton , GA 30117 Any party hereto may change its address for notice hereunder by giving notice to the other party in accordance with the foregoing . Any such change in address shall be effective ten (10) days following receipt of such notice by the receiving party . 17. Time is of th e essence with respect to each obligation of the parties hereto under this Ag r eement. 18. The foregoing constitutes the entire agreement between the parties with respect to the subject matter hereof and may not be modified or amended except in a writing signed by all of the parties hereto. To the extent that this Agreement differs in any manner w hatsoeve r from prior written or oral agreements regarding the subject matter hereof, or from any documents which are attached hereto , the terms and conditions of this Agreement shall control. Page 6 of 9 FOR FILE NOT FOR RECORDING[Remainder of Page Intentionally Left Blank] Page 7 of 9 FOR FILE NOT FOR RECORDINGIN WITNESS WHEREOF, Landowner have caused this Agreemen t t o be executed by and through its duly authorized representatives effective as of the date first set forth above. LANDOWNER : 9650 Dove Run , LLC By: _________________ _ Name: ------------- As Its: ------------- ST ATE OF ____ _ COUN TY OF ____ _ I, the undersigned Notary Public in and for said County in said State , hereby certify that ________ whose name as _____ of a ________ , is signed to the forego in g instrument and who is known to me, acknowledged before me on this day that, being informed of the contents of the instrument, he /she , as such _____ _ and with full authority, executed the same voluntarily on the day the same bears date for and as the act of said __________ _ 20_. Given under my hand and official notarial seal this __ day of ____ _, {SEAL} NOTARY PUBLIC My Commission Expires: _______ _ Page 8 of 9 FOR FILE NOT FOR RECORDINGExhibit List: Exhibit A -Description of the Property Exhibit B -Copy of Maintenance Plan Exhibit C -Copy of the Construction Drawings Page 9 of 9 FOR FILE NOT FOR RECORDINGSITE, STORMWATER, AND DRAINAGE SYSTEM MAINTENANCE PLAN FOR DOVE RUN US-98 The intent of this maintenance plan is to m ai ntain the drainage system, retention pond , aggregate bed, and discharge to the original eng in eered design. l . In spect the site regularly during daily operations and properly dispose of litter and any sol id waste discovered. 2. ln s pect for sediment, debris, and litte r (monthly and/or after every 3/4" or greater rainfall event). 3. Continuous maintenance of t he s ite grading & landscaping by the owner or representative to ensure that no erosion oc c urs that could allow sediment to be rel e ased from the proper ty . lf erosion has occmTed the location of erosion shall be stabilized and the drainage and retention s yste m shall be immediately in spected and cleaned of any sediment. 4 . Property owner or manager is responsible for the operation and maintenance of the storm wa te r system and BMP's. Property owner shall keep records of the installation and of all maintenance and repairs , and sh all retain the records for at leas t five (5) years. 5. LID Maintenance: Property owner shall monitor the rate of i nfiltrati on of the re tention pond perpetua lly. The infiltration bed is designed as a dry system. If the p ercolation rate slows to a level w here s urface water remain s for more than 72 hours an additional evaluation of th e s ub s urface soils will be requ ired . If the issue persists additional measures (sand chimney, s ubs urface aggregate bed, etc) may be required. I h ereby agree, as owne r of th e property located in Baldwin County, Alabama , referred to as Dove Run, to establish a requ irement for the owners of the units to monitor and maintain the storm water facilities in accordance with the above Maintenance Plan. Maintenance shall be perpe tual with th e owner of each uni t with in th e develo pment havi ng an equal responsibility. The City of Fairhope or Baldwin County are not re sponsible for mainte na nce of any storm water facilities within thi s development. PT W aldre p Given und er my hand and seal. thi s the ___ day of ________ , 20 __ . Notary Public My Commission Expires: FOR FILE NOT FOR RECORDINGt CONSTRUCTION DRAWINGS (GRADE, DRAIN, PAVE, WATER, & SEWER) FOR DOVE RUN EAST ~,JJ l0CA1IOH ; !._ ... .I NOT[:. 1Ht NTOINill DMi1:. ~--Y, ~ lAIQ1Jfr5 NIIJ DftMINZ rAiCUna ,._ flRIYATt NG al. 8E frUMTAN]) IV 1HE DC\E..CPOt / 011911Jt. 1ME tl1DINJil IIQtTl-(f'-IM,Y, ~ lAIIEllCJr41'I NIJ CIIMINZ 'ACIJlla .,,_ NOT It MANTAND rr llM.o.f ccunv. , IDW:XJM. lOl'I,. 91D. ~~~lOn::::oo.H~~ .... ~-fl!GI.U,'TIONS It mmT AT lHAT 1M. NC> THE """"""' 9'AU. K IIIOUClfT lfTO ~ WlH ntDE 91t.CU.A'TIC»iS "'°"-TO aJ04 MU Ollt ATl'IWml MIL SITE DATA: TOTAL DEVELOPMENT SIZE: 8.71< AC (379,475 SF) ZONING: NONE SETBACKS: US-98: REAR: 125 FT HWY CONST SETBACK (ALDOT) 30 FT (COUNTY) SIDE: 20 FT (FAIRHOPE) TOTAL SPACES: MINIMUM SPACE AREA: MAXIMUM SPACE AREA; 22 9,714 SF 21,635 SF GREEN SPACE CALCULATIONS: TOTAL AREA• 397,475 SF (9.12 AC} UNIT AREA• 293,954 SF (6,75 AC) PROPOSED SPACES• 22 EA 3.3 UNITS/AC• 15% GREEN SPACE REC'D GREEN SPACE= 397,475 X 0.15 • 59,621 SF REC'D GREEN SPACE PROVIDED • 63,423 SF (16.0%) DRIVE LENGTH = 2,190 lF SPEED LIMIT: 15 MPH USE: MANUFACTURED HOME COMMUNrTY UTILITY PROVIDERS: WATER: SEWER: POWER: COMMUNICATION: GAS: OWNER: 9650 DOVE RUN, LLC FAIRHOPE UTtLITI€$ 0N-$1TE SEPTIC BALDWIN EMC AT&T FAIRHOPE UTILITlES (NOT PROPOSED) 124 NEWNAN STREET CARROLL TON, GA 30117 DESIGNER: DAVID M SHUMER, P.E. 3213 MIDTOWN PARK SOUTH MOBILE, Al 36606 FLOOD DATA: THIS PROPERTY IS SHOWN ON THE FEMA FLOOD INSURANCE RATE PANEL 01003C0786M, DATED 04119/2019, ANO IS SHOWN TO BE IN FLOOD ZONE "X.UNSHADEO". INDEX TITLE 1 TYPICAL SECTION & NOTES 2 SITE LAYOUT 3 PLAN -PROFILE 4 EROSION CONTROL 5 CROSS-SECTIONS 6-7 OAIJPI CDJR.6JE' I, M ~ A lll[asmm, PIIOf't'SIION,lrL OfCNIJl N 1N[ STATI t, .«ii.MAMA, HClllNJ CIJft'f'ICA'I!'. .....,_ 24101, ..-.V aJfRN TH.AT I HAW: ~ nc 0DIQN NDIQil ._,. us OCN:: lNIIJt ll't CMECT 0tNlNa. NC> ...,..._.. #IIJ lHAT. lO N: lfST ti Ill' Pll0FD90NAL. 1010amC1E MrO TO n€ IEST 0, lfY IIUEF, 00NJ'CAIS TO THE IIIDJ.IIIIDEfTS OF ff FAIIIHIJIIIE s.aNtKlt IIEG.UnoNI #ID T0 M.L. 01HDt 1111.B. lllGU.AftCNS. LA'II. NC) 0flDIUrHCD ~ TO VY Da10N. ~ • OCD'9FB XPQ DA~ DAlC DO"'I: Q -t.-...aic CTJ nEE PUriNS IHOt /IJII£. CIJlt11F1ED CXN9S1 0, p,a. 1-7. EM>t C, WfCH aMS WY 9£M. NG mrtATUIIC z :::, 0:: w > 0 0 A:EVISIOHS: DAAWNBY: OMS DESIGNED BY; OMS A • SHI 160!!:C~ '""'""""'~"'."'"1 10 '°'" FOR FILE NOT FOR RECORDING\ ~\ I I I !111>1>11; l,1No>1v Iv ~ 11>1u.-. HJ.nos >l~d NMO.L0IW nzt :)77 '~Nlcl33Nl~N3 cl3VIJnHS ,e NOlcl\7'8 I I t I I Q 68 a, FOR FILE NOT FOR RECORDING• YWY\: VY'lV\IV 111 ::111i,uY'l ····--•• -------··•···------·· ---- Hlnos )l~d NMOJ.011~ C llC ~OIJ.Y:K>l :J77 '9Nlc133Nl9N3 Nncl 3/\00 cl3WnHs '8 NOlcl\7'8 Al.lllln -1noA \fl 311S ----... _ -----_ --I - 11 11 E:l 1 I uu~~ 11 , --,i>i- l ~ I I ""' - I ~a I B!-~ ·i .# 0 ~" ~ m, i i . • --• I ---;mi---ti.t @~ •i E I • p ◄ ~ /;' ~ ~t .,, I ~~ l ,, . ~ J ~!,-l§L__ .... ~ ! -----• l,.,~A; ~ '" ,,., ... I . ,,. "'I ; ,.~ !! •f ._,I ~ V ~ I ~ ,. : i! -WL__ --""--ai ' ~ .I:' -_ J!!L_ -• ----,ebg ,J --iSlil ~ '°~i E ~-_);AL__ -1 Slltt •AIOMII (I~"~ ~ ~ 0 "" ~ ~ ~ ~ • C . Ii ~ ® ~ i n w FOR FILE NOT FOR RECORDING!IU\IO!i: \fl~"1al\f II' ,; II IK>Vi Hlnos )0:Md NM01Cll'4 £l2C Jll 19NIH33Nl9N3 H3V>JnHS >e NOlHVB Nn~ 3/\00 AJ.lllln -lnOAVl 31.1S FOR FILE NOT FOR RECORDINGL ¥t,f--=-~ . " • a a I ... 00 -~ -I ..... ~± ... oo ..,J_ ..... ... .., I i ,1 I l I ~ 1( ... '!.u I .,.~ I I _,' I ~· I / I I ----------------P\11 STA.: J.>+00.00 NQ.N.-'4.7$ .~".',;"!. ~ ~ STA: 17♦12.60 ~ llrYI 56.0J K: 29,20 L'tC:: 50.00 -ti.: , .. oo ll♦CO ,,... ,...., , .... moo , .... ttf 2tl ti 1111 """"' PWOPOITY BCUIONIY ---•·-PRCIPIRTYUN[ L/LilL/.L .,.._..,u,,,;a -- ---O.S,..C CJCZ: a, PAWMOff ---Dm140IS'Wil..T c::=:::J M0P0Sm .wPM..T ,fart; lHE 1lffl'.RNAL Dfl'tC. lillCMlS-CF"-WAY, AQAOS. tA!OlfM1'S NI) llRAfi.Mil; F'M:11.mES Nl/f£. AIVAlE NI) lai. l!IE UAIN'THNED IV THC DtW1.0PUt / CMret. 1HE NTDINM. Rl<Mff.-0f'-WAY, ROM>S. ~lS NG DltMWJE rAOi.JlES IIU.. HOT IE lrilMfTAMD 8Y ~ aJIJfrfTY. F NlMDUM. L01Sr, SITU. ~~~ron:~~~~BF REQUnaNS 1H UP'tCT AT nfAT lK. IHJ nit PRCFDITY ,u,u_ ll!lt 9lltOUl:»f1' IO'O CXl,IPU~ WiM 1t105E tlfQ.I.A'IOfS PftOR TO SlJCJi ~ OIi ATTDiPlm WC. Cf'.JQ(JQ Alf1ffl1KW PClll HOD t. DETDf'lkJN flCIID t.A'l'DOT MAY V"'4'f sur.attl..Y DtJIOOH:C, ~ STE C::OCllTIOC$ 2. ~/Hl.1RA110H ''iUJJW[ MUST 6[ tDUM. TO CII CRATDI TK#i ___ Cl.lSC f[ET AFTDI COtift£1'IQrf 0,-f1HAI.. GIA[9(0. $fAllJZAfl(Jit. NCJ UHDSCAPl«1 l. AS-«A.T ~ Qlt lLTl'f1t .9QNED fN A ~ SJlf\E"rUR lH.-.T PllfOWXS: M ACN"'--WUME a, 1HE AFTtNtof "°l'CJ 94AU. BE Pl!tO"CIED 10 THE DQirml P'90II TO l"INM. IH~ ~ ~TOL ._ PJ.$$-'MIOUOH n.ows IS ~ 'R0W CR'-Slt PRIPERm U....... F'ftCl.j M1 PROPDU'I' NCI AIIE HOT 101a ~ OH 'MS flRQPfJllY, H POPG CS IXSIQj£D TO N1. lR"1t IUKFT F'ROW M PftOIQS!D IW'flO'GIOllS -.C AU.DWIO 1H( Cff9T£ ~ TO PASS ~ IN A IWNJt ntAJ Vi\.TOG 'ftE CODlKJ,fS ~ TD MS f'HASE fF Of:Wl..CPWOfr. I j \ 21+oo mNWtS t cewv, NOD:S:-I I I I I -~i 8 i; 8 00 P\11 SfA•'1+t1.AI n1110.-6.l.Ot ... 00 '··00 --00 00 11 ,, 1'C o+af«D 9t.M.1.. BE PfOY'FC -,-M a:NJr1IClff: --ff nn.D Nit 0lf'nJIDIT 1HM DEPtCrmOH MSDRA-..C. 2. ~ 10 WJtFY 9l"f.: a.EVAf'IOHS PRIOR 10 ~0 .,._ 1 fllE'T8flKIN POO N«J W:Cltl.4.11\£ SWJU N1U5 ~AU. 11£ PflOTtetm DUINC CCN~ TD nu: Qll£.ATEST D'IDfT PCISSll!U TD IINNZl C::C:U-ACl'O( " UO'JI.WfO SCLS. 4. ST'CJW OftAN.MlE MAlatM.S NC> NITAl.LA~ PftOCDS: SHAU. It 00CllllilAT!D NC> APPll!(M]) BY 11« EH01Mmt ~ TO "'5T,LLATION. AU. DIU,ttA(E SlRUC1Ull£S (PIPl ICSfM.Ul'IOH, HUOWALL 4.Mcnott eax, Cl!An: N.£1', ETC.) 94M.L et:~ ,#rt.OOT STNIJNID MA.OS NfO ..:ET M aaEO M..DOT :R:!lPICATIOltS. ,_ (19,c, AHD ~ AU. S'tt.M'S NCJi II001S Cl flllEEJ: TO If ftEWICMD. STUWS 3-tAU. 11111[ CJHlJfC) TO A ~ OIPTH fS" S-<r NrfO 9AO<f'lllD 'lf1H ~M. AJ. OCIWACTm _. MAX. r IS1$. &. All OCS1Ull9U) «JS 1HAT 00 ilfOT HA1'[ A ffm'IJ) at0UICI CO\O !'.WU. BE <XnERfl) WTH 4• C'F n:PSal. ;HO SOLi) sattD UPON M CCIR£110H Cf" ntE f"lt0.8:T. 1 • ..ooT S'f'S1EMS nK11 TRfIS TO IEIAI\I nf-'T J,,/1/£. N CXHUCT WlH M PROPO$G IIPROWJ«NTS &HAU. 8( SAW QJT IN A NEAT QlJCN,. UN[ NfJ CIIES."'ilD ~ A lll\.UNCUS 1"EAM>IT. e. lRED TO flEWMN SHAU. Sit PROTECTU). Pfl01tCft\lt FEJrafG ~ BC IMST.trillD lO l'EltlCC H RISI( fl 0-'MACE TO ROOT S'l'S1D4 w ....J -z LL :::::> ~ 0:: a.. w > zo <( 0 ....J a.. ' /j I i:: I 11 • g 01\A~!Y';; OM$ OESIOAIEDB1; DfllS !E SHI '""'""'"'~,....... 50 """ FOR FILE NOT FOR RECORDING~~t lO"f\1'dV IV =I ll~U.,.. fl.I.nos )l~d NMO.LOIIII £ :ic :Jll ':)Nlcj33 Nl::>N3 ~3V•JnHS '8 N0lcj'V8 ----------------I ~'01 -.~n•'- ' " 1 11 _:~-\~ ----- 1 I I m• -~;i,_ ' ' 'i' II i I! Mrl fie f la; ~ euE i i ~Ill h~;: .,..., h re"-i ~ t !! !flir ~ i ii I ;i l wl 1~1~ i~.,, ~ ii§ I ~ l!~Hii ), liiid! .,!ft "4 ..,, t I FOR FILE NOT FOR RECORDING• • I I I I • I I I I • • • • • I I I • • I I • I • • • • I I • • -• • • • • • • -• .. • • • • I • • • --o· -. -· ;;j. + + + + "'. a· ~-8· p 0 0 8. 0 o. o. 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 • N "' ;::· ... + + + + ~-8· "'. 8· p 8. 0 8. 8. o. -I • • • • • . • • • • • I • • • • • • • • • I I • • I • I • I • • I I • I • I • • • I I I • • • • I • • I • I I • • • • • I I • • • • • • • • -• --I • • • . -. -• a • • ·-~--... "' "' .. + + + + ~ ~-o. ~-o. 0 0 8. 8. 8. 0 o . • • I • • • ' • • I • • • • I • • • • • • • • • I I • I I • I I • I • I I I • • I -I I I ! -~ 0 0 ~ ~ *;,; G ~ ~~ CROSS-SECTIONS BARTON & SHUM ER • 2 i I m ,. ,, ... ; ENGINEERING, LLC -" ~ 0 < ~ ~ DOVE RUN .... "' I ~ ij , .. ~· LOCATION: 3213 MIDTOWN PARK SOUTH 0 ~ -----------• -· -.... ---• 4. ·------.. -. MORJI F Al ARAMA ~flMfi FOR FILE NOT FOR RECORDING• !Ml~I: \tV,\tll V l\t ,t llllUl"I . ... -... . -····--····-·-.. ----·. ----(I~! " 0 HJ.nos 14Wd NMOlQIV, &l?C !NOU.'t':J(), I .. co Nn~ 3/\00 i ::>77 '9NltJ33Nl9N3 i ~ ~ ~ . ~ tJ3v-JnHS ,g NOH:1'7'8 SNOl183S-SSO~8 't;-"'" i iw~ p ~ ~ B ~ • • • • • • • I • • • I I • • • • • • I I • • . ' ' • • = • -~ •o = •o -0 0 • :il d =· .g •o §I: + + + " ·"' 0 •N • • • • • t::t::t:: • • • ~~ • • • .• • • ~ • • • • • • • I • • • • • I • • • • • • • • • • I • I • • • I I I • • • • • l:t:: • • • • - I:~~ • ' • • • • • ~~ • • . • EE • I • • ~ • •o ·g •o •o 0 0 I 0 d d d d •O . .,, •o . .,, + + + ~ + 0 -~ -~ o N -~ -• • • -• • • • • • • • • • • • • • • • • • • • • • ' • I • • • • I • • • • • • I I • • • • • • I I • I • • • • • I • I • I I • • • • • • • • • • • ' I • . • • • • • • t ·g •o ·g ·g 0 d d d d •o . "' •o + + + . .,, ., ,.._ .... + -~ • • • • . ' ' • • • • • • ' • • • • • • • • • I • • • • • • • • • • • I • I • • • MULTIPLE OCCUPANCY PROJECT (MOP) PRELIMINARY APPROVAL CHECKLIST Article V, Section F.5.b. Storm Water Standards-Flow Control-Design Standatds and Calculations b. Design Standards and Calculations -The method of determining storm water runoff, plans, and designs hall be ba ed on principles of good engineering practice and the following standards: (1) Calcu lations shaJI be based on the Rational Method (Q=cia) for small basins. up to I 00 acres. where: Q=est1rnated peak discharge in cubic feet per second c=coefficient of runoff (from table below) )=rainfall intensity, inches per hour, for a design storm derived from the time of concentration tc = time of concentration in minutes, from figure 4-l3 of the Alabama Department of Transportation of Hydraulic Manual , incladed in Appendix. D . a=drainage area in acres Recommended values for '"c' may be found in table 4 -2 of the Alabama Departtnent of Transportation Hydraulics Manual in cluded in Appendix E. ft is recommended that the intensity, ' l' be obtained from the Intensity-Duration-Frequency curve for Mobile produced by the NationaJ Weather Service. (2) When the proposed development lie s within a large watershed where flows from upstream drainage areas are pa sing through the proposed development, a rainfall-runoff model such as the Soil Conservation Service (SCS) technicaJ release 20 (TR-20) should be used to calculate offsite flow. Flow should be calculated using a 25-year 24-hour rainfall, the depth of which can be obtained from SCS Technical Release 55 (TR-55). This flow shaU be taken into account when designing detention outfall structures if the upstream flow passes through the proposed detention pond. The effects of (and on) upstream and downstream ponds in the watershed shall be analyzed . (3) All proposed conduits or channels shall be of sufficient capacity to accommodate potential runoff from developed area, including the entire upstream drainage area. The project engineer sh.all include in his submitta ls evidence that he has included in bis design the tributary area(s). If an exi ting channel runs through a proposed development the engineer must consider this flow when designing detention and outfall structures. (4) ln general , inlets shall be provided so that surface water is not carried across any intersection, or for a distance of more than 600 feet in the gutter . When calculations indicate that gutter capacities are at maximum catch basins shaU be used to intercept the flow at that point. (5) Open channels and ditches shall be so designed as not to create a traffic hazard or to cause erosion. The minimum slope for paved ditches shall be 0.5 percent and for non-paved ditches shall be one percent. Maximum design flow velocities shall conform to the current edition of the Alabama Highway Department Hydraulics Manual. (6) Cleanout access shall be provided at a ma.x.imum spacing of 300 feet for pipes 24 inches or less in diameter and 400 feet for pipes exceeding 24 inches. Cleanouts shall also be provided at each change in line and grade. (7) Concrete box culverts shall be designed and constructed according to requirements of the Alabama department of Transportation Standard Specifications for Highway Construction, current and the Alabama Department ofTransoortat:ion Special Standard Highway Drawings. ON/A I t81Accepted I □Revise and Resubmit per comments Cross Reference: Alabama Highway Department Hydraulics Manual, Alabama Department of Transportation Standard Specifications.for Highway Construction , Alabama Department of Transportation Special Standard Hif!hwav Drawin£S. Comments: 18 last amended 7/28/2020 MULTIPLE OCCUPANCY PROJECT (MOP) PRELIMINARY APPROVAL CHECKLIST Article V. Section F.6. Storm Water Standards-Erosion Control Erosion Control - a. Surface water runoff origfoating upgrade of exposed areas shall be controlled to reduce erosion and sediment loss during period of exposure . All land disturbing activities shall be planned so as to minimize offsite edimentation damage. b. No grading o r earth moving operations hall commence until erosion and sedimentation control mea ures shall have been implemented. c. All disturbed areas shall be stabilized as quickly as i practicable with permanent vegetation and erosion/sediment control measures . The duration of exposure to erosive elements shall be kept to a minimum . d. Detention ponds shall be stabilized by means of grassing. sodding. erosion control netting. or a combination thereof. Sediment shall be removed from the pond prior to acceptance, and any disturbed areas shaJl be re- grassed. The use of red clay as a means of stabilizing detention ponds is prohibited. e. Temporary vegetation and/or muJching shall be provided protect exposed high-risk erosion areas during development. f. When the increase in peak rates and velocity of storm water runoff resulting from a land disturbing activity is likely to cause damaging accelerated erosion of the receiving channel , plans shall include measures to control velocity and rate of release so as to minimize damage to the channel. g. No land disturbing activity shall be permitted in proximity to a lake, natural watercourse or adjacent property unless a buffer zone is provided along the boundary thereof to confine visible siltation and to prevent erosion ; provided. however, that this prohibition shaJI not prevent such activity undertaken as a part of the construction of such lake or watercourse channel. h. The angle for graded slopes and tills shall not exceed that which can be retained by vegetation cover or oth er adequate erosion control methods. Provision shall be made for planting or otherwise protecting slopes within th shortest possible time from exposure thereof. i. Erosion and sedimentation control measures , structures and devices shall provide control from the calculated post-development peak runoff. Runoff rates and computations may be calculated from procedures contained in the ''National Engineering Field Manual for Conservation Practices" and shall be based on rainfall data publi hed by the National Weather Service for the area and /or official local record . j. Engineer shall provide for permanent protection of on-site or adjacent stream banks and channels from the erosive effects of increased velocity and volume of stonn-water runoff resulting from land disturbing activities . k. Erosion and sediment control plans and details shall be based on the current edition of the 'Alabama Handbook for Erosion Control , Sediment Control and Storm Water Management on Construction Sites and Urban Areas '. Ernsion control plans shall be prepared by a certified professional in erosion and sediment control such as a Certified ProfessionaJ in Erosion and Sediment Control (CPESC). □NIA I IZIAccepted with comments I □Revise and Resubmit per comments Cross Reference ; National Engineering Field Manual for Conservation Practices and Alabama Handbook for Erosfon Control Sediment Control and Storm Wat er Management on Con truction Siles and Urban Areas Comme11ts: For tlte aoolicant's i,1formation. 20 Last amended 7/28/2020 MULTIPLE OCCUPANCY PROJECT (MOP) PRELIMINARY APPROVAL CHECKLIST A rticle V. S ec tion F.8.a.-d. Storm Water Standards -Post Development Wate r Quality Bes t Managem e nt Practices a . Stom, water quality BMPs for new development and significant redevelopment are required for projects that disturb three acres or more or subdivisions with four or more lots. (The effective acreage for a project-is not Jirnited to a fractional part of the total con cept' even though developed in phases, it is the total area of the conceptual plan s whkb governs). The BMPs must be designed to achieve the goal of removing at least 80 % of the average annual post-construction total suspende<l solids (TSS ) load . The stonn water quali ty BMPs will b considered in complianc e with this requiremellt if; ( 1) BMPs are sized to capture and treat the water quality treatment volume, which is defined as the runoff volume resulting from the first 1.8 inches of rainfall from a site ; and, (2) Appropriate structural stom1 water BMPs are selected designed constructed and maintained. Stonn water quality BMPs may be required on smaller projects if it is determined in the Planning Commission 's discretion that the intensity of the development could cause off-site stonn water impacts during or after development. b. The storm water quality treatment goal is designed to capture 85% of the annuaJ stonn water runoff. Stonn water quality BMPs must be designed to treat the nmoff from the first 1.8 inches of rainfal I. Eacb site's storm water quality treatment volume is also based on its percent impervious cover. The treatment standard is the same for all sites unless other secondary pollutant reduction goaJs are established by ADEM· for instance through the establishment of Total Maximum Daily Loads (TMDLs). The storm water quality treatment methodology to detennine treatment volume is as follows: WQv = P x Rv xA/12 Where: WQv = water quality treatment volume, acre-feet P = rainfall for the 85% storm event ( 1.8 inches) Rv = runoff coefficient (see below) A = drainage area in acres Rv = 0 ,015 + 0.00921 f = drainage area impervious cover in percent (50% imperviousness would be 50) c . This storm water quality treatment goal is designed to give the developer flexibility ii1 meeting the 80% TSS reduction goal on each site . BMPs may be selected to meet the storm water quality requirements in numerous ways through the application of low-impact site design and layout, non-structural BMPs, and structural BMPs. d. The City encourages use of low-impact site design practices that reduce the impact of development on sto1m water quality and quantity. Low-impact site design practices are meant to: ( I) Minimize the imperviou cover on a site (2) Preserve the natural infiltration ability of the site, (3) Route storm water to' micro controls such as rain barrels , rain gardens etc. that treat small portions of site storm water from the site , and, (4) Minimize long-term BMP maintenance by preserving and using natural features of the site . □NIA I 1&1Accepted I □Revise and Resubmit per comments Comments: 23 Last amended 7/28/2020 MULTIPLE OCCUPANCY PROJECT (MOP) PRELlMINARY APPROVAL CHECKLIST Article V. Section F.11 f (6)-(11) Required Use of Low Impact Development (LID) Techniques (Continued) f. The following LID techniques are available for use by applicant given the particular circumstances and characteristics of the proposed subdivision: ~N/A (6.) Grass Buffers: The City finds that the potential benefits of grass buffers are among other items, in straining stormwater providing limited quality treatments, while providing some moderate flow attenuation. Special design considerations are: Typically work best in smaller drainage areas where volumes are reduced, special consideration should be given in pervious soils, not recommended with high swell soils, should have low slopes, adjacent areas and layout shot1ld be c.onsidered in the design. Suggested characteri tics where topography, soils and slope permit vegetated open channels and spaces should be considered as a significant or a primary means of storrnwater conveyance. (7.) Constructed wetland channels or wetlands: The City finds that the potential benefits of constructed wetland channels or wetlands are, among other items, flow attenuation buffering of flooding events, evapotranspiration, sedimentation, and treatment of stonnwater quality. Special design considerations are: Not recommended in high swell soils, low slope, forebay is recommended, primary benefit of pollutant removal, not volume reduction, adjacent areas should be considered in the desjgn, (8.) Step Pool Stormwater Conveyance Structures: The City finds that a step pool stormwater conveyance structure may attenuate stonnwater flows, provides evapotranspiration, reduce sediment transport and water quality treatment. Special design considerations are: Not recommended in high swell soils. Adjacent areas should be takeo into consideration in order to ensure Jong term viability of step pool structures and adjacent erosion. (9.) Jn-line stormwater storage: The City finds that in-line storage may provide for attenuation and limits sedimentation. Special design considerations are: Designed to be self-cleaning where possible or suitable clean out access is provided and designed into t he system, designed to surcharge non-sensitive areas with no flooding in parking lots structures, or other typically occupied spaces. ( I 0.) Site design for habitat. wetland, and water body conservation: The City finds that site design that incorporates the natural features of the property can help to minimize erosion and reduce stress on natural water conveyance and attenuation systems by preserving a natural vegetated state of native plants, water courses, and flood prone areas. Suggested characteristics are: The technique may be used in conjunction with the City s planned unit development or village subdivision processes to propose alternative street layouts and design so that impervious areas and other improvements are sited with due regard to the natural elements of the property. Special design considerations : To consider adjacent areas in the design since important natural features that utilize this LID technique often extends past property lines o r the phases of proposed development. (11.) Restoration of Habitat or Wetlands and Water Bodies: The city finds that the restoration of habitat or wetland and water bodies can be productive to improve the environment by minimizing erosion and reducing stress on natural water conveyance and attenuation systems by preserving a natural vegetated state of native plants, water cour es, and flood prone areas. Suggested characteristics are: This technique may be used in conjunction with tb.e City's planned unit development or village subdivision processe to propose alternative street layouts and design so that impervious areas and other improvements are sited with due regard to the natural elements of the property. Use only native plants in the development process and take special consideration to restore portions of the site to predevelopment native ecological communities, water bodies or wetlands with more than 10% of the development footprint. Special design considerations: To consider adjacent areas in the design since important natural features that uti I ize this LID technique often extend past property lines or the phases of proposed development. I □Accepted I □Revise and Resubmit per comments Comments: 29 Last amended 7/28/2020 MULTIPLE OCCUPANCY PROJECT (MOP) PRELTh1INARY APPROVAL CHECKLIST Article V. Section F.11 f (I 2)-(15) Required Use of Low Lmpact Development (LlD) Techniques (Continued) f. The following LID techniques are available for use by applicants given the particular circumstances and characteristics of the proposed subdivision: i:giN/A (12.)Greeaways: The City finds that greenways provide for beneficial use of LID for potentially active and passive recreation opportunities and wildlife corridors. This technique allows for the creative integration into a development proposal that is frequently linked with other natural or recreation sy terns that ex'tend past th property lines of the propo ed development. Suggested characteristics : Typically, greenways are easier to integrate into a development proposal on larger acreages , They are frequently utilized as linear parks and often include sensitive wetland areas steep slopes gullie or other natural land fonns, creeks; and unique wildlife habitat for protected pecies . (13 .) Restoring Channel Morphology and Natural Function : The City finds that restoring channel morphology and natural function provides for flow attenuation infiltration and reduces sedimentation . Special considerations are: Typically works mo t effectively in larger development proposals where a substantial linear footage of channel can be re tored. lt is important to consider the upstream and downstream current and future characteristics so conversation of land use in accounted for in the design. (14.) Bio-Retention: The City finds that bio-retention provides for flow attenuation infiltration , limited evapotranspiration reduced sedimentation, and stormwater quality treatment. Suggested characteristics are: To be used as both a stormwater and aesthetic feature frequently throughout developments. Special attention should be given to plant and ground cover considerations given the volume and duration of the designed stom1water. pecial design considerations are: Typically work best in mall drainage areas with frequent use and distribution , special attention is required in pervious soils and should be used in areas with high permeable soiJs (hydrologic soils groups A and B), not recommended in high swell soils . ( 15.) Level Spreader: The City finds that level preaders can be an effective tool to evenly distribute flows and r tum volumes and velocity to a predevelopment distribution pattern . There are limited stomlwater straining and water quality improvements. Suggested characteristics are: Level spreaders are intended to work in a complimentary fashion with other LfD techniques such as, but not limited to sand filters and grass buffers . Special design considerations are ; Typically level preaders are used downstream of an outfall and have a low slope with stabilized and vegetated buffers both up and downstream. They typically are instaJled a suitable distance from the property lin e (30 -35 i suggested) so that flow energy is dissipated. and predevelopment heet flow characteristics are generated. Special consideration should be given in areas with highly erodible soils. (16.) Additional infonnation regarding LJD techniques is included in the document Planning For Stormwater, Developing a Low Impact Solution, a publication of the Alabama Cooperative Extension Service. This document is available for download from the Alabama Cooperative Extension Service website. □Accepted □Revise and Resubmit per comments Comments: 30 Last amended 7/28/2020 MULTIPLE OCCUPANCY PROJECT (MOP) PRELIMINARY APPROVAL CHECKLIST The contractor shall employ such measures as are nece sary for control of erosion and sediment and the protection of adjacent properties during construction . The contractor shaJI also maintain al I retention ponds and flow control structures during construction so as to protect adjacent properties , General maintenance of the Work shall be the contractor's responsibility until final acceptance thereof. 4. Licenses and Bonds -Contractors shall have appropriate State and local Licenses for the type of work he or she will be perfonning. The contractor shall also obtain a Performance Bond and a Labor and Materials Bond, or provide a letter of credit. A Maintenance Bond in accordance with City Code Section l9-2(f) shall also be furnished. 5. General Specifications -Any item of work not covered by the specifications herein shal 1 conform to the minimum requirements of Alabama Department of Transportation Standard Specifications for Highway Constructions, current edition and any requirements of the Alabama Department of Environmental Management. Where the plans require open ditches they shall be constructed with a maximum slope of 2: I unless the plans provide otherwise. Ditches shall have flat bottoms. All roadway cross-drain pipes shaJl be a minim am diameter of 18 inches and shall be reinforced concrete culvert meeting state specifications. Otlier culverts shall confonn to state specifications. Culverts sbalJ be placed in excavated trench to the I ine and grade shown on the plans. The maxim um widtl1 of the excavated trench shall not exceed the outside diameter of the culvert by more than ooe-halfthe diameter on either side of the pipe, Material for backfill of culvert trenches shall consist of small diameter uniform material and shall be free of large rock or other unsuitable material Backfill shall be placed in uniform lifts not exceeding eight inches in thickness and shall be compacted to not less than 95% relative density. Backfill shall be placed uniformly on each side of the culvert. All pipes shall be laid in conformity to state specifications. Not less than 12 inches cover shall be placed over any culvert 48 inches or less in diameter and 24 inches of cover shall be placed over pipes exceeding 48 inches in diameter , When a battery of pipes i used, a clear spacing of one~halfthe pipe diameter shall be provided between adjacent pipes. Wherever possible . box culverts should be used in lieu of multiple pipes. Maximum allowable cove1 · pipe clas and strength requirements shall conform to manufacturer's recommendations and state specifications. No pipe less than 18 inches in diameter shall be used within pub lic roadways or streets. Headwalls of reinforced concrete shall be constructed on all pipe culverts and shall conform to the plans and state specifications. Jn the event that the City or the project engineer determines that significant erosion or sedimentation is occurring because of land disturbing activity. the contractor shall stop all construction and take necessarv prote.ctive action. ON/A I 181Accepted with comments I □Revise and Resubmit per comments Cross Reference; Alabama Department of Transportation S!andard Specfficalionsfor Highway Constructions, current edition Comments: For tl,e aoolica11t's i11formatio11. 34 Last amended 7/28/2020 MULTIPLE OCCUPANCY PROJECT (MOP) PRELIMJNARY APPROVAL CHECKLIST Article VL Sec tion H Construction Standards-Sanitazy Sewerage I. AJI subdjvisions shall have sanitary sewer service. The sewer service shall be provided by either the Fairhope Public Utilities or an approved sewer service. 2. All sanitary sewer systems constructed within a subdivision and all sanitary sewer systems constructed outside of a subdivision but servicing a subdivision shall be constructed in accordance with those certain 'Standard Specifications for Constructing Sanitary Sewer Facilities and Water Facilities which is on tile at the City of Fairhope Water & Sewer Department. 3. Individual septic tank type systems that have been approved by the Baldwin County Health Department and the Fafrho e Public Utilities Sewer De artment ma be utilized. ON/ A □Accepted l3l Re\'ise and Re . ubm,t pl:r comments Cross Reference: Standard S eci tcations or Constructin Sanita Sewer Facilities and Water Facilities Comments: Tlte hmm,lary .,11rw!y im.:lude,J witlt the app/ic:utio11 im:lude.v (l ,\·i1:11a111re Mod, _f,•r th"' Baltltt ir Cmm~1 · Hen/th Deparlment l,vwever tl,e signature bl,,cli !!"late.\ "No ritprese111,11i1111 i.· mudc tlwt ,my /111 ,,,, l,i pl"/ vif/ '" c ommmlat an Onsite Sl!wage Sntenr (OSSJ PJe11 ·e pro,•ide dn,r. expli it 11pprMul ,,j t/,(1 OS y tem hJ tit B11ltlwin Cmmty Heu/ti, Deparlmt!III. Su,ff is c,,nc,:rr,e<I ahmll the re/it,hi/i1,, mttl /mt"· term n111it11ent111ce of 1 l•e11~v--Iw,, (22) Jeptic . ystems located 01 9. I 2 ,,ae.\. Arlide V, S,,C1it111 "'E·• i.~ nut i11clude,I in th • JUOP r1.•qflireme111~-. lwwe1•er if ubjec:I applic1.1titm m II lrm#tio11fll .rnl,dfrl hm, 11 ,·epli< s1•stem f<>r eac/r l (), fJO(Jsf +I-s ,,ce ~•,mid 1101 be acce table. Article VJ, Section l Construction Standards-Permanent Monwnents I\ lv11u1111:11i--shall be set at all points where the exterior boundaries of the subdivision intersect, including points of curvature and points of tangency on curved boundaries. All n11111umeni-. c111J interior lot comers shall be marked :is pr..:-'icnbctl h) 1h1c nw,;1 n:1.-enl cdn1t.111 t11'1hL ;\lahanw. u iet\ or Prn1L's-.1n11al I .,111J \unc~-,ws Dn1..umi.:111 ,\t,1111/or,/, 11/ /'rocr1< L' /or \1111·e1111}! in th' 'iuh· u( 1/11/,,1111<1 □NIA I 1:8:l Accepted with comments I □Revise and Resubmit per comments Comments: For the applicant's information. A "pli1t" may not necessarily be required for this developmenl. A final approval process is required so that as-built drawings of the various sy.~tems may be submitted, ,md to create a means of tle,licating certain facilities to the City of Fairhope. Article VI, Section K. Construction Standards-Inspection oflmprovements When all required improvements have been installed , the sub-divider shall call for a final inspection. The Planning Director and/or his/her authorized agent and other City Department representatives shall inspect the site to detennine if the required improvements are satisfactorily installed according to plans, specifications, standards and applicable laws and ordinances. To detennine if the streets are insta11ed to minimum standards, the sub-divider shall select an independent testing laboratOQ:'. aPJ2roved by the City to make the necessID tests. Tests shall be conducted at the expense of the sub-divider as required by Chapter 19 of the Fairhope Code of Ordinances. □NIA I 1:8:lAccepted with comments I □Revise and Resubmit per comments Cross Reference: Chapter 19 of the Fairhooe Code of Ordinances (testinf! reauirements) Commet1ts: For the annlicant's informaJion. 36 Last amended 7/28/2020 From : Mary Booth (mailto :MBOOTH talbaldwincountyal.gov] Sent: T uesday, October 6, 2020 5:06 PM To: David Shumer Su bject: RE: Dove Run So what is left to complete Ph 2? Fr om : David Shumer <david@bartoneng.com> Sent : Tuesday, October 6, 2020 5:03 PM T o: Mary Booth <MBOOTH@baldwincountyal.gov> Subject: RE: Dove Run I This message has originated from an External Source. Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. Th e t urno ut to US-98 was insta lled but not t he road. Michael Smith at t he ALDOT said that a gra ding an d landscaping permit (MB-05) would be requi red to address some grading work and an overlay. The p ipe and drive can remain as co nst ructed. Thanks, Dav id 251-689-3915 From : Mary Booth (mailto:MBOOTH@ba ldwincountyal.gov] Sent: Tuesday, October 6, 2020 4:17 PM To: Dav id Sh um er Subject: RE: Dove Run I need to dig into this one a little. I believe all lots were approved but I am needing to confirm (by viewing the file) that everything has been complied with under t he initial construction phase just to make sure we do not need to submit a Planned Development site plan, especially with the road and pond i n place . I am having to refer back to the 1999 Sub - Regs. I am attaching w h at I have for the file in reference to drainage, etc. Is the secon d road constructed? Just not the lots? Thanks, Mary Booth, CAPZO Subdivision Coordinator Baldwin County Planning and Zoning 22251 Palm er Street Robertsdale, AL 36567 •office: 251-580-1655, ext. 8531 ~ E-Mail: mbooth@baJdwincountyal.gov Please note the Robertsdale Planning and Zoning office has relocated and our new location is: Central Annex I, 22251 Palmer St., Robertsdale, AL 36567 . Our office is located between Probate and Revenue. 2 .. From: David Shumer <dav id@bartoneng.com > Sent: Tuesday, October 6, 2020 3:51 PM To: Mary Booth <MBOOTH@baldw incountyal.gov> Subject: FW: Dove Run I This message has originated from an External Source . Please use proper judgment and caution when opening attachments, clicking links, or responding to this email. Now attached. Thanks, David 251-689-3915 From: David Shumer [mailto:david@bartoneng.com ] Sent: Tuesday, October 6, 2020 2:00 PM To: Mary Booth (MBOOTH@baldwincountyal.gov ) Subject: Dove Run Mary, Were you able to determine if the existing approval is still valid or if it was closed out/expired? The original drawing that I have are dated December 1999 (attached) so the first phase was developed under the first version of the MHP requirements. If you have an example plan with all the certificates I will mimic that with my drawing(s). Thank you, David David M. Shumer, P.E. BARTON & SHUMER ENGINEERING , LLC 3213 Midtown Park South Mobile, Alabama 36606 c: 251 .689.3915 o: 251.219.4942 3 FERRYRDCOUNTY RD 32 DANNE RDRIVER PARK RDMOORE LNCOUNTY RD 33TERESA DREQUESTRIAN LNJ B LNDUSTY RD CLAUDE'S PL D ANNE LN MANDRE LLLNMEADOW RD OLD PIERCE RDOLD TIMNEY LNPIERCE RDPHILLIPS PLRADCLIFF LNRIVER CREEK DR City of FairhopePlanning Commission January 4, 2021 ¯RIVER PARK RDOLDTIMNEY LN MANDRELLLN SD 21.04 - River Place Legend COF Planning Jurisdiction ¯ ¯ ^ PPIN 30354 Project Name: River Place Subdivision Site Data: 23 lots / 18.06 acres / 1.27 units per acreProject Type: Final Plat of Major SubdivisionJurisdiction: City of Fairhope Extraterritorial JurisdictionZoning District: Baldwin County Planning District 14 PPIN Number: 30354 unzoned Baldwin CountyGeneral Location: West side CR33 1/4 mile south of CR32Surveyor of Record: Justin Palmer, PLSEngineer of Record: Millar R. Austin, PEOwner / Developer: Riverwood Estates, LLCSchool District: Newton Elementary, Fairhope Middle and High SchoolsRecommendation: Approve with conditionsPrepared by: J. Buford King 12/21/2020 Assurance Risk Managers, Inc. 10651 East Bethany Drive Suite 300 Aurora CO 80014-2688 Maribeth Sugg (303) 454-9562 (303) 454-9564 maribeth.sugg@arm-i.com Austin Engineering Company, Inc. 7778-B McKinley Avenue Mobile AL 36608 Hanover Insurance Company 22292 20-21 EO A Professional Liability Claims Made Policy LH4 A458323 06 10/02/2020 10/02/2021 Each Claim 500,000 Aggregate 1,000,000 Riverwood Estates LLC 7883 Delta Woods Dr Bay Minette AL 36507 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED INACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement onthis certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THISCERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIESBELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZEDREPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBRWVDADDLINSD 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. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED?(Mandatory in NH) DESCRIPTION OF OPERATIONS belowIf yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIREDAUTOS ONLY ACORD® I ~ I I □ - - ~ □ □ - - - - - - - -H I I I I I □ I 1 SD 21.04 River Place – January 4, 2021 Summary of Request: Public hearing to consider the request of Mr. Chris Lieb, PE on behalf of Mr. Millard Austin, PE of Austin Engineering and Mr. Raymond Lee of Riverwood Estates, LLC for final plat approval of River Place, a 23-lot major subdivision. The property is located approximately ¼ mile south of County Road (CR) 32 on the west side of CR33 (AKA River Park Road). The preliminary plat was approved at the June 3, 2019 Planning Commission meeting (Case number SD 19.25). Excerpts of the site data tables is included below: Comments: The City of Fairhope Subdivision Regulations contain the following criteria in Article V.B.2. Approval Standards. “2. Consistency with Plans, Regulations and Laws - The Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a.The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; •Not appliable – subject development is not located within one of the City of Fairhope’s zoning districts. Further, the City of Fairhope Comprehensive Plan does not appear to contemplate the area of location of subject development which is more than two miles east of the commercial node at the intersection of SR181 and CR32 noted in the comprehensive plat. (Subject property is “off the map” of the comprehensive plan)DRAFTSIJE DA TA TOTAL NUM IBER OF LOT$ = 23 SM AL L.E ST LOT SI ZE = 0.46 ACR ES± TO TAL ACR EAGE = 8 .06 ACR ES± DENS IT Y = .. 27 LOTS PER Acrl:E T•OTAL LI NEAR FEET OF STIR EET = 1,J~o· F"RON T SETB,ACK = 40 FEET S IDE SET18ACK -10 FEET REAR SETBAC K = 30 FEET COMMO AR EA TOTAL COMMON AREA = 2.86 ACR ES± CO M ON A.R E A FO:R D ETE IN Tl ON = 1.13 AC IR ES± CO MO A EA FOR GR EE NSPAC E = .93 ACR ES± GR EENS PAC E R EQU IRE[) = 1.806 ACR ES ± (10%) NI GTES : t Ml. GR E~SPAC E HAS A B~KET ORN AG E EliSEMBITT. 2. THI S PRO PERTY IS IN ZON E "X:" AS PER THE MAP BY lHE FED ERA L EMERGENCY Wi/NAG 0MI OO AG ENCY, FEOffiAL INSURANC E ADM INISli :TI ON COMM UNITY P EL NU l 8 0R 815, OF 11 00 FO BALD~~ N COUNTY AN D M./.IP UM BER 01003C07BOM & 01003007791M AS PER REVISED MAP DAT APR IL 191, 20 9. NOTES : All LOT SIDE SET BACKS ARE o• E):)CEPT LOT 11 , WHI CH HAS .A 5' SETBACK ON THE 'NEST SIOE. 2. AL L LOTS SHALL HAV E A 7.5' EASEM BNTS ALONG BOT H SIDES EXC EPT LOr s WH ICH Hi!,,\'[ D ADJOIN I LOTS , TI-I OS E LOTS Will HAVE A 5' SIIDE DR.A INA.G E EASEMENT. J . AL L LOTS WILL SHM.l. HA.\'E A 5' REAR DRAINAGE EAS EMEl'U. R~ TJ 7.5' _J I SIDE :1 I._. I OliE : OEliENlli ON / COMr ON AREAS SHA LL BE M.o\J ITAi ED B'I' TI-IE PROPEIRlY OW NERS ASSOCIATI ON D OT B,Y BAUlW I COUI NTY OR THE SlAliE OF AJ..ABMM.. 2 SD 21.04 River Place – January 4, 2021 b. The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; • Not appliable – The City of Fairhope Comprehensive Plan does not appear to contemplate the area of location of subject development which is more than two miles east of the commercial node at the intersection of SR181 and CR32 noted in the comprehensive plat. c. The proposed subdivision is not consistent with these Regulations; • Subject development appears to comply with the City of Fairhope Subdivision Regulations d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; • Staff has not observed any evidence indicating non-compliance with applicable state or federal laws and regulations e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” • Staff has not observed any evidence the development endangers health, safety, welfare, or property within the planning jurisdiction of the City. Follow-Up Activities Required by Staff and the Applicant: Condition of approval # 2 memorializes the follow-up procedures required of staff and the Applicant listed below: 1. Applicant shall furnish to staff a copy of the recorded final plat, a copy of the recorded stormwater Operations and Maintenance Plan and Agreement, the Maintenance and Guaranty Agreement (for execution), the Maintenance Bond, the Subdivision Performance Bond, and the Subdivision Performance Bond Agreement. All bonds and agreements shall include the appropriate Schedule of Values (SOVs) for which the bond amount is determined, stamped by the Engineer of Record (EOR). a. The final plat shall be recorded in the Judge of Probate’s office within sixty (60) days of final plat approval by the City of Fairhope Planning Commission, or the final plat approval is null and void. b. Upon receipt of items included in “1” above, staff will prepare a DRAFT resolution of dedication of the improvements (water system) to be dedicated to the City of Fairhope and transmit the DRAFT resolution to the City Clerk for editing and inclusion on a future City Council meeting agenda for adoption by the Fairhope City Council. i. The Mayor of the City of Fairhope will execute the resolution of dedication as well as the Maintenance and Guaranty Agreement upon adoption. ii. The Subdivision Performance Bond Agreement (street trees and sidewalks to be installed during the two-year warranty period) becomes effective on the date of full execution of the Maintenance and Guaranty Agreement. iii. All bonds and agreements shall utilize City of Fairhope bond and agreement forms iv. The City Clerk will serve as the custodian of the Maintenance and Guaranty Agreement, Maintenance Bond, Subdivision Performance Bond Agreement, and Subdivision Performance Bond until release of bonds by staff. 2. Maintenance and Guaranty Agreement and Maintenance Bond a. Duration of two (2) years from the effective date (date executed by mayor) b. Forms for the Maintenance and Guaranty Agreement and Maintenance Bond will be furnished to the applicant in electronic form upon approval of Case # SD 21.04 by the Planning Commission c. The amount of the maintenance bond shall be not less than 30% of the total cost of the work to be accepted by the city (as calculated by the EOR’s SOVs). DRAFT 3 SD 21.04 River Place – January 4, 2021 d. The principal for the Maintenance Bond shall submit the Maintenance Bond within sixty (60) days of the effective date of the Maintenance and Guaranty Agreement or the obligation of the City to accept the improvements for maintenance shall terminate and be of no further force or effect. 3. Subdivision Performance Bond Agreement and Performance Bond a. Matches the Maintenance and Guaranty Agreement time period and effective date resulting in a duration of two (2) years during which street trees and sidewalks shall be installed b. Forms for the Subdivision Performance Bond Agreement and Subdivision Performance Bond will be furnished to the applicant in electronic form upon approval of Case # SD 21.04 by the Planning Commission c. The developer wishes to install street trees and sidewalks during the 2-year maintenance period and in lieu of installation will provide a Subdivision Performance Bond. The bond shall be submitted within sixty (60) days of final plat approval or the final plat approval is null and void. d. The Subdivision Performance Bond amount shall be 125% of the engineer’s estimate as determined by SOVs. 4. Stormwater O&M Inspections a. The first O&M inspection shall be completed by the EOR by December 31, 2025. b. Subsequent inspections shall be complete by the EOR by December 31st every successive fifth year following the initial inspection Recommendation: Staff recommends approval SD 21.04 River Place final plat with the following assumptions and conditions: APPROVAL ASSUMPTIONS 1. The setbacks reflected on the plat (40’ front, 30’ rear, and 10’ each side) are as approved by Baldwin County or shall be reflected as-approved by Baldwin County on the plat to be recorded. 2. The roadways within subject development will not be dedicated to the City of Fairhope. This approval recommendation assumes the roadway design and drainage system design is satisfactory to Baldwin County and any revisions will be reflected on the recorded plat and/or as-built drawings. Any amendments to the as-built drawings required by County approval will be furnished to The City of Fairhope for file purposes. CONDITIONS OF APPROVAL 1. Memorialize the follow-up activities required by staff and the applicant more fully-described in the staff report, above. 2. The water service and fire hydrant related to lot 23 are not installed at the time of writing of this staff report. Installation of the fire hydrant and water service to the satisfaction of the City of Fairhope Water and Sewer Superintendent shall be completed prior to application of signatures to the final plat. 3. Video inspection of the drainage system shall be submitted to The City of Fairhope for file purposes. Please include the video inspection on a compact disc and submit with the City’s copy of the recorded plat. DRAFT DATE 11/16/2020 SURVEY LEGEND • -PRCPERTY Cl:RNER CRS -itcrltr~R/Ef~Fo1~~T J::f -PINER P□LE CURVE# ARC LENGTH <R>-RECDRDDMNSl□N CRF-CN'PEDREB..,RFDUND -l, -GUYANCH□R ('°')-..,CTUH...DIHENSl□N RBF-RE~Rr□UND Q~FIREHYDRflNT Rl'J -RlGHT-□F-'J'°'Y CTP -CRIMPED TCP PIPE FOL.ND IXl -'-'"'TER B.SL -BUILDIN:; SETB..,CK LINES DTP -□PEN TOP PIPE FOUND ~ Y~XfER HETER -UTEL-UNDERGR□UNDTELEC□HCloF-CONCRETEM□NUIENTF□lJNDl&l-'J□□DSTAKE -~L-UNDERGROUND P□'JER @ _ SHIIT..,RY SEWER M'°'NHOLE@ -ST □RH M'°'NHll...E =s~:= ::~..,~~:EER'J~~~INE~--T:~~~NNEE :AE;~sRTAL B ~..,BL~~ ~~:~~..,L ---,.,..,TER LINE -•u-BURIED FIBER □Pnc"' -SET 'w□OD ST..,KE (I' X 2· -□HP -□VERl£'°'D P□'JER Lit£«) -LIGHT POLE ~ -SIGN • -'JELL r::::::::=;Jc□NCRETE c:=:=JGR..,VEL c==)'°'SPHH...T ~ ~~rE□ !5&-01-o~f-024.001 ..... , ..... 157400lDPIERCERD FAIRHCFE.,..__.36532 C1 C2 C, C5 C6 Cl CB C9 C10 C11 C12 C13 C16 C17 C18 C19 C20 C21 C22 C23 C24 55--01--0~~!iif--024.(XXJ WI..LW,IHMOOREANDE'IEL'l'NBEIUX 15JB50t.DPEICERD FAl~OPE,IL.38532 CERTIFICATE OF APPROVAL OF THE CITY OF F Al RH OPE PLANNING COMMISSION THE WITHIN PLAT OF RIVERWOOD ESTATES, BALDWIN COUNTY, ALABAMA, IS HEREBY APPROVED BY FAIRHOPE CITY PLANNING COMMISSION. THIS THE __ DAY OF _____ 2020 SECRETARY CERTIFICATE OF APPROVAL AT&T THE UNDERSIGNED, AS AUTHORIZED BY AT&:T, HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE Of BALDWIN COllNlY, AI..AB.4M,\ lHIS THE ___ DAY Of ____ 2020. (AUTHORIZED SIGNATURE) CERTIFICATE OF BALDWIN EMC (ELECTRIC) 39.27' 39.27' 116.78' 150.93' 29.19' 27.00' 15.05' 27.88' 23.14' 441.43' 21.05' 43.94' 25.96' 20.51' 23.44' 26.37' 54.98' 54.98' 47.99' 21.38' 25.32' THE UNDERSIGNED, AS AUTHORIZED BY BALDWIN EMC {8.ECTRIC), HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING Of SAME IN THE PROBATE OFFICE Of BALDWIN COUNTY, AI.ABAW., THIS THE __ DAY Of ____ 2020. (AlJTHORIZED SIGNATURE) CERTIFICATE OF CITY OF FAIRHOPE (WATER) THE UNDERSIGNED, AS AUTHORIZED BY CITY Of FAIRHOPE (WATER), HEREBY APPROVES Tl-IE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS THE __ DAY Of ____ 2020. (AUTHORIZED SIGNATURE) CERTIFICATE OF FAIRHOPE UTLITIES (GAS) THE UNDERSIGNED, AS AUTHORIZED BY FAIRHOPE UTILITIES {GAS), HEREBY APPROVES TtlE WITHIN PLAT FOR THE RECORDING Of SAME IN THE PROBATE OFFICE Of BALDWIN COUNTY, ,'J.Al!AMA, THIS THE __ DAY Of ____ 2020. (AUTHORIZED SIGNATURE) CURVE TABLE LINE TABLE RADIUS 25.00' 25.00' 250.00' 200.00' 775.00' 775.00' 60.00' 60.00' 45.00' BOO.DO' 52.90' 55.75' 825.00' 175.00' 200.00' 225.00' 35.00' 35.00' 200.00' 200.00' 200.00· DELTA CHORD DISTANCE LINE# DIRECTION LENGTH 9croo·oo· S45"14'00"W 35.36' L1 S0'14'00"'W 10.00' 9croo·oo· N44"46'00"W 35.36' L3 NIT14'00"E 10.00' 26'45'52" S76'51'04"'W 115.72' L19 N75"05'29"E 7.50' 43°14'14" S85'05'15"'W 147.37' l24 S81'48'21"'W 20.35' 2°09'28" S74'22'22"E 29.19' l26 S73"17'38"E 23.70' 1•59'45• S76'26'59"E 27.00' l28 S2'39'12"E 73.82' 14'22'16" N88"23'37"E 15.01' 26'37'16" S71'06'37"E 27.63' 2n7'57" S72'31'57"E 22.89' 31°36'53" N89"06'04"W 435.85' I 22°48'19" N68"15'56"W 20.92' I 45"09'29" N75"31'09"W 42.81' 1"48'10" N75"59'34"E 25.96' 6'42'52" N78"26'55"E 20.50' 5·42'52• S78'26'55"'W 23.42' 6'42'52" N78"26'55"E 26.35' 91TOO'OO" N44"46'00"W 49.50' 9croo'oo" N45"14'00"E 49.50' 13'44'55" N88"40'49"E 47.88' 6'07'33" N71"26'212"E 21.37' 720'18" S78'10'08"W 25.60' i·crr/20.00' T NOTE: DETENTION / COMMON AREAS SHALL BE MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION AND NOT BY BALDWIN COUN1Y OR THE STATE OF AI.ABAMA. CERTIFICATE OF OWNERSHIP AND DEDICATION STATE Of ALABAMA GOU~ OF BALDWIN Tl71S IS TO CERTIFY THAT I, RAYMOND C. LEE AS MEMBER OF RIVERWOOD ESTATES, LLC AM THE OWNER OF THE LAND SHOWN AND DESCRIBED IN THE PLAT, AND THAT I HAVE CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED AS INDICATED HEREIN, FOR THE USES AND PURPOSE HEREIN SET FORTH AND DO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE OESIGN ANO TITif HEREON INDICATED; AND GRANT Al.l. EASEMENTS AND DEDICATE All STREETS, ALLEYS, WALKS, PARKS AND OTHER OPEN SPACES TO PUBLIC OR PRIVATE USE AS NOTED TOGETHER WITH SUCH RESTRICTIONS AND COVENANTS NOTED BELOW OR ATTACHED IN A SEPARATE LEGAL DOCUMENT. DATED THIS THE ___ DAY OF _____ 2D20 OWNER CERTIFICATION BY NOTARY PUBLIC STATE OF ALABAMA COUNTY Of BALDWIN I, ________ A NOTARY PUBLIC IN AND FOR THE COUNTY OF BALDWIN IN THE STATE OF ALABAMA DO CERTIFY THAT WHOSE NAME IS SUBSCRIBED TO THE CERTIFICATE Of OWNERSHIP AND DEDICATION, APPEARED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGED THAT HE SIGNED, SEALED AND DELIVERED SAID INSTRUMENT AT THIS FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSE HEREtl SET FORTH. GIVEN UNDER MY HAND ANO NOTARIAL SEAL THIS THE __ DAY OF ____ , 2020. NOTARY PUBLIC PARCEL# 511-01-01-0--001-006.000 cw.NIW.1. e.1~,:or:K~M lNfGI.EY FAIRHOPE,I-L.3653:2 ,---------------7 I I I PARCEL# I I 56-01-01-0-001--00l!I.0OJ I I KIIIIEI\T~H~~O~Al<ERS I j FAIRHOPE. ...... 365J2 I I I t---------------1 I~ PARCEL# ;:ti I~ s11-01-01--o-001-0011.0o4 ~I :~ GENE~6~iF~~ ;: lg POINT Of gl S89'52'59"E 1291.15'(R&:A) ii,! BEGINNING{! PN«:El..f 56-01-01-0-001--027.000 THEODORE R. ~ =N= .w£ITE GECI PENSACOLAFL.32005 NOTES: 1. All LOT SIDE SETBACKS ARE 1 O' EXCEPT LOT 11, WHICH HAS A 15' SETBACK ON THE WEST SIDE. 2. All LOTS SHALl HAVE A 7.5' EASEMENTS ALONG BOTH SIDES EXCEPT LOTS WHICH HAVE NO ADJOINING LOTS. THOSE LOTS WILL HAYE A 15' SIDE DRAINAGE EASEMENT. 3. ALL LOTS WILL SHALL HAYE A 151 REAR DRAINAGE EASEMENT. TYPICAL MINIMUM BUILDING SETBACKS ON LOTS CERTIFICATE OF APPROVAL BY THE BALDWIN COUNTY HEALTH DEPARTMENT THE UNDERSIGNED, >S AUTHORIZED BY THE IW..OWIN COUNlY HEALTH DEPARTMENT, HEREBY APPRMS THE WITHIN PLAT FOR RECORDING IN THE PROBATE OFFICE Of BALDWIN COUNlY, Al..ABAl,IA, THIS THE ___ DAY Of ___ , 2020. (AUTHORIZED SIGNATURE) CERTIFICATE OF APPROVAL BALDWIN COUNTY ENGINEER THE WITHIN PLAT OF RNER PLACE, IW..DWIN COUNlY, Al..ABAW., IS HEREBY .'PPROVED BY THE EW..DWIN COUNlY Pl.ANNING COMMISSION, THIS THE __ DAY Of ____ 2020. (AUTHORIZED SIGNATURE) POINT OF COMMENCEMENT "'"'"E"AST --CORNERCf' SECTION 1, T-7-S, R-2-E RECORD LOCAOON (NOTRECO\IERE□) I I I PARCELi I ss-03--06-0-002--013.004 I lllENII,\ H.1::~Mt>PAR1~· ~S(JI I F,IJRHOPE,AL395J2 L ________ _ OLD TIMNEY LANE ,--------- 1 I I : ,,_,,_~";!,!_,,._,"'° I I I JOSEPHliEOWENS 1em l'MIIPARKROAl:I FAIRHOPE,Al..36532 L ________ _ I I I I I PARCELi I 55-03--05--0-002-016.ooo I J:IUI.N ~4,Mlll~AN~~~-HORTON FAIRHOPE.AL3e.532 PARCEL# 55-03-06-0-002-016.00J ""'""' 16699RMRPAAIC~ FAIRHOPE,Al..36532 PARCEL# 55-03-CMl-0-002-0111.004 IWERSQII..VOO"AIIDUI.NIJ'l'CALYERT ~371!1 ROCKWELL LI.ME FAIRH'.lPE,Al...35532 1---------- 1 I I g z z ~ COUNTY RD. 32 VICINITY MAP g RIVER CREEK DR. ~ ~ ' ~ COUNTY RD. 32 g ' 1 [ OLD TIMNEYLN. 11 SITE J I LOCATION .,,---M=E-AD~o-w-,=o-......... NOTTO SCALE NOTTO SCALE SURVEYOR'S NOTES: '~ ]',I l, GRAPHIC SCALE ,oo ' ,oo ( IN FEET ) 1 inch -100 fl .S!.!.E....ll.. TOTAL NUMBER OF LOTS = 23 SMALLEST LOT SIZE = 0.46 ACRES± TOTAL ACREAGE -18.06 ACRES± DENSITY = 1.27 LOTS PER ACRE TOTAL LINEAR FEET OF STREET -1,380' FRONT SETBACK -+O FEET SIDE SETBACK -10 FEET REAR SETBACK -30 FEET COMMON AREA TOTAL COMMON AREA = 2.86 ACRES± COMMON AREA FOR DETENTION = 1.13 ACRES± COMMON AREA FOR GREENSPACE -1.93 ACRES± GREENSPACE REQUIRED -1.806 ACRES± (10%) NOTES: 1. ALL GREENSPACE HAS A BLANKET DRAINAGE EASEMENT. 2. THIS PROPERTY IS IN ZONE "x• AS PER TI-IE MAP BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION COMMUNITY PAI\IEL NUMBER 815 OF 1100 FOR BALDWIN COUNlY AND MAP NUMBER 01003C0780M &: 01003C0779M AS PER REVISED MAP DATED APRIL 19, 2019. 1. UNLESS STATED OTHERWISE HEREON, THIS PLAT WAS PREPARED WITHOUT BENEFIT OF AN ABSTRACT OF TITLE. NO LIABILITY IS ASSUMED BY THE UNDERSIGNED FOR LOSS RELATING TO ANY MATTER THAT MIGHT BE DISCOVERED BY AN ABSTRACT OR TITLE SEARCH OF THE PROPERTY. 2. REPRODUCTIONS OF THIS PLAT ARE NOT VALID UNLESS SEALED WfTH AN ORIGINAL SURVEYOR'S SEAL 3. TYPE OF SURVEY -BOUNDARY SURVEY FOR SUBDIVISION PLAT 4. ALL BEARINGS BASED ON GLOBAL POSITIONING SYSTEM OBSERVATION USING THE NORTH AMERICAN DATUM OF 1983. ALL DISTANCES SHOWN ARE GROUND DISTANCES. ALL MEASUREMENTS WERE MADE IN ACCORDANCE WITH U.S. STANDARD FEET. 5. FIELD WORK WAS PERFORMED 11/17/2020. RECORD PR OPERTY P E SCR J PTJ □N1 COMMENCING AT THE NORTHEAST CORNER OF SECTION 1, TOWNSHIP 7 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA; THENCE RUN s-00·19'29"-w, ALONG SAID SECTION LINE, 1152.77 FEET TO A POINT; THENCE RUN WEST, LEAVING SAID SECTION LINE, 42.45 FEET TO THE WEST RIGHT-OF-WAY LINE OF BALDWIN COUNTY ROAD NUMBER 33, AND THE POINT OF BEGINNING; THENCE RUN S-00•14•00"-W, ALONG SAID WEST RIGHT-OF-WAY LINE OF BALDWIN COUNTY ROAD NUMBER 33, 607.13 FEET TO A POINT; THENCE RUN N-89"21' 46"-W, LEAVING SAID WEST RIGHT-OF-WAY LINE OF BALDWIN COUNTY ROAD NUMBER 33, 1955.89 FEET TO A POINT; THENCE RUN N-00"14'12"-E, 208.99 FEET TO A POINT; THENCE RUN N-00"13'58' '-E, 208.96 FEET TO A POINT; THENCE RUN 'S-89'58'46"-E, 650.68 FEET TO A POINT; THENCE RUN N-04•39'06"-E, 182.63 FEET TO A POINT; THENCE RUN S-8952'59"-E, 1291.15 FEET TO THE POINT OF BEGINNING; CONTAINING 24.19 ACRES, MORE OR LESS. SURVEYORS CERTIFICATION: STATE OF ALABAMA, COUNTY OF BALDWIN I, JUSTIN PALMER, A LICENSED PROFESSIONAL SURVEYOR IN BALDWIN COUNTY, ALABAMA, HEREBY CERTIFY THAT ALL PARTS OF THIS PLAT AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. JUSTIN PALMER, PLS AL. LICENSE NO. 34934 CERTIFICATE OF AUTHORIZATION -1073 -LS THE WOODLANDS GROUP LLC 22881 US HWY. 98, FAIRHOPE, AL 36532 PHONE: 251-929-4774 '-'""I ~ ~ C 0 c a. -~ 0 .,_J :::, "' :c 0 .. I-~~ " <:> >, .. ;: <:> = "' == Page 1 of 9 ARTICLES OF INCORPORATION OF RIVER PLACE HOMEOWNERS’ ASSOCIATION, INC. BE IT KNOWN that the undersigned, Riverwood Estates, LLC, acting as an incorporator of a corporation under the laws of the State of Alabama, and in particular, the "Alabama Nonprofit Corporation Act" (Section 10-3A-1 et seq., Ala. Code, 1975) does hereby elect, declare, certify and adopt the following Articles of Incorporation for such corporation: ARTICLE I NAME The name of the corporation shall be RIVER PLACE HOMEOWNERS’ ASSOCIATION, INC. (hereinafter referred to as the "Association"). ARTICLE II PERIOD OF DURATION The period of existence and duration of the life of this Association shall be in perpetuo unless terminated according to the terms of these Articles. ARTICLE III PURPOSE The purposes for which the Association is organized are: 1. To exercise its powers and functions on that certain real property situated in the County of Baldwin, State of Alabama, and more particularly described as follows: Lots 1 through 23 on the subdivision plat of the Property as recorded in Map Book ______, Page _____, of the Records in the Office of the Judge of Probate for Baldwin County, Alabama, which is more particularly described as follows: Commencing at the Northeast corner of Section 1, Township 7 South, Range 2 East, Baldwin County, Alabama; thence run S-00° 19’ 29”—W, along said section line, 1152.77 feet to a point; thence run West, leaving said section line, 42.25 feet to the West right-of-way line of Baldwin County Road Number 33, and the point of beginning; thence run S-00° 14’ 00”—W, along said West right-of way line of Baldwin County Road Number 33, 607.13 feet to a point; thence run N-89° 21’ 46”—W, leaving said West right-of-way line of Baldwin County Road Number 33, 1955.89 feet to a point; thence run N-00° 14’ 12”—E, 208.99 feet to a point; thence run N-00° 13’ 58”—E, 208.96 feet to a point; thence run S-89° 58’ 46”—E, 650.68 feet to a point; thence run N-04° 39’ 06”—E, 182.63 feet to a point; thence run S- 89° 52’ 59”—E, 1291.15 feet to the point of beginning; containing 24.19 acres, more or less. (the “Property”). Page 2 of 9 2. To comply with Environmental regulations as to all property in the subdivision including any and all environmental requirements related to the property, the development thereof and construction or improvements thereon including but not limited to: compliance with all federal, state, county or other laws, regulations or ordinances, including but not limited to compliance with any and all permitting, reporting, and approval requirements of the Alabama Department of Environmental Management. 3. To improve, provide for, beautify and maintain the "Common Areas" including but not limited to making capital improvements to the Common Areas, as such property is defined under the Declaration of Restrictive Covenants to River Place Subdivision, as recorded in Real Property Book _____, Page _____ et seq., of the Probate Court Records of Baldwin County, Alabama (hereinafter referred to as the "Declaration"). 4. To comply with the Detention Area Maintenance Plan (ADAMP@) which is attached hereto as Exhibit “A” and incorporated by reference herein. As the Association shall own the common areas in the subdivision, it shall be responsible for perpetual maintenance of any and all storm water drainage facilities and easements in said subdivision as well as insuring compliance with the DAMP as to all common areas. Said maintenance responsibilities will run with the land and are enforceable by any person or entity damaged by failure to maintain such facilities. The Association has expressly acknowledged its duties by execution of the Certification which is contained with Exhibit “A.”. (Do you have this document to attach as Exhibit A?) 5. To provide for various types of services and to maintain certain fixtures and other items for the benefit of the Lot owners (Members) as set forth in the Declaration. 6. To, at the option of the Board of Directors, provide liability and other types of insurance for the Association. ARTICLE IV GENERAL POWERS The powers of the Association are as follows: 1. To acquire by gift, purchase or otherwise, to own, hold, enjoy, lease, operate, maintain and to convey, sell, lease, transfer, mortgage, or otherwise encumber, dedicate for public use, or otherwise dispose of real or personal property in connection with the business of the Association. 2. To care, at the option of the Board of Directors, for vacant, unimproved and unkempt Lots in said Property, remove and destroy grass, weeds and rodents therefrom and any unsightly and obnoxious thing therefrom, and to do any other things, and perform any labor necessary or desirable in the judgment of the Association to keep the Property neat and in good order. 3. To enforce charges, restrictions, conditions and covenants existing upon and created for the benefit of the said Property over which this Association has jurisdiction including, but not limited to, those set forth in the Declaration; to pay all expenses incidental thereto; to enforce the decisions and rulings of the Association having jurisdiction over any of said Property; to pay all Page 3 of 9 of the expenses in connection therewith; and to reimburse any Lot Owner, at the option of the Board of Directors, within the Property for all costs and expenses incurred by such entity in connection with the enforcement, or attempted enforcement, of any of the conditions, covenants, restrictions, charges, assessments or terms set forth in these Articles of Incorporation and/or the covenants and restrictions set forth and appearing in the Declaration. 4. To fix the annual charges or assessments to which the Property shall be made subject and the proportionate amount to be paid by each Lot Owner as hereinafter set forth; to collect such charges and assessments affecting the Property and each lot within the Property; to pay all expenses in connection therewith, and all office and other expenses incident to the conduct of the business of this Association and all licenses, franchise taxes, and governmental charges levied or imposed against the property owned by this Association; such charges and/or assessments shall become a lien upon the individual Lots located within the Property for the proportionate amount owed to the Association by each Lot Owner as soon as due and payable; however, as hereinafter set forth, such lien against an individual Lot shall be subordinate to and inferior to a recorded first mortgage and, in addition, to a purchase money mortgage which encumbers such Lot. A foreclosure of a first mortgage and/or a purchase money mortgage or the acceptance of a deed in lieu of foreclosure by a mortgagee of a first mortgage and/or a purchase money mortgage shall automatically extinguish any accrued Association lien then existing as a lien against such Lot and such unpaid share assessment(s) shall be deemed to be expenses collectable from all of the remaining Lot Owners, including such acquirer, his or its heirs, successors or assigns as a Special Assessment. 5. To expend the monies collected by the Association from assessments or charges and other sums received by the Association for the payment and discharge of all proper costs, expenses and obligations incurred by the Association in carrying out any or all of the purposes for which this Association is formed. 6. To borrow money, to mortgage, pledge, deed in trust, or hypothecate any or all of its real or personal property as security for money borrowed or debts incurred. 7. To do any and all things that a nonprofit corporation organized under the laws of the State of Alabama may lawfully do, and generally to do and perform any and all other acts which may be either necessary for, or proper or incidental to the exercise of any of the foregoing powers, and such powers as are granted by the provisions of the laws of the State of Alabama to a nonprofit corporation. 8. To promulgate Rules and Regulations concerning the use of the Common Areas. ARTICLE V MEMBERSHIP AND VOTING RIGHTS 1. There shall be only one (1) class of membership. The Members of this Association shall be all of the Owners of record of any Lot within the Property (including any Lots that may be added to the Property in the future), provided that no person or corporation taking title as security Page 4 of 9 for the payment of money or the performance of any obligation shall thereby become entitled to membership. 2. Membership in the Association shall be established by the recordation in the Baldwin County, Alabama, Probate Court Records of a deed of conveyance transferring record title to a Lot within the Property. Each Member shall be responsible for the delivery to the Association of an executed true copy of said deed. 3. Membership shall be appurtenant to and may not be separated from ownership of any Lot within the Property which is subject to these Articles of Incorporation. 4. Each Member shall be entitled to vote at a meeting of the Members and shall be entitled to cast the number of votes as hereinafter set forth. 5. The voting power of Members of this Association shall be limited to one (1) vote for each Lot owned within the Property. For example, a person or entity owning two (2) Lots within the Property would be allowed to cast two (2) votes. 6. Membership in the Association shall automatically lapse and terminate when any Member shall cease to be the Owner of record of a Lot within the Property. 7. When a Lot within the Property is owned of record in joint tenancy or tenancy in common, the membership as to such Lot within the Property shall be joint and the right of such membership (including the voting power arising therefrom) shall be exercised only by the joint action of all Owners of record of such Lot within the Property. 8. Each Member of this Association shall have such interest in all the Property owned by this Association as is represented by the ratio of the number of votes in this Association. Such interest is and shall be appurtenant to the Lot or Lots within the Property which qualify such person or entity for membership. ARTICLE VI NOT FOR PROFIT CORPORATION This Association shall be without capital stock, will not be operated for profit and will not distribute gains, profits or dividends to any of its members. The members of this Association shall not be personally liable for the debts, liabilities or obligations of this Association. The purposes of this Association shall be served without pecuniary profit to any Director or Member of the Association. ARTICLE VII NAME AND ADDRESS OF INITIAL REGISTERED AGENT The address of the registered office of this Association is 7883 Delta Woods Dr., Bay Minette, Alabama 36507, and the name of the registered agent at such address is Raymond C. Lee. Page 5 of 9 ARTICLE VIII BOARD OF DIRECTORS The affairs of this Association shall be managed by a board of at least th ree (3) but not more than twenty (20) Directors who must be Members of the Association. The number of Directors may be changed by amendment of the By-Laws of the Association. Until such time as a Board of Directors shall be elected according to the provisions contained in the By-Laws (subject to the restriction hereinafter contained), the affairs of the Association shall be governed by an Interim Board of Directors composed of two (2) individuals, who need not be Members of the Association, composed of the following persons: Raymond Lee 7883 Delta Woods Dr. Bay Minette, AL 36507 Millard Austin 7778-B McKinley Avenue Mobile, AL 36608 Except as otherwise provided, the Interim Board of Directors shall have the same powers and duties enumerated in these Articles and in the By-Laws for the elected Board of Directors. Notwithstanding contrary provisions, in the Articles of Incorporation or in the By-Laws of this Association, Riverwood Estates, LLC, shall have the absolute authority and right to appoint and remove all Directors of the Association until such time as Riverwood Estates, LLC, no longer holds title to any Lot located within the Property. At such time as Riverwood Estates, LLC, no longer holds title to any Lot within River Place Subdivision, or should it earlier relinquish its right to appoint Directors, the transition from Developer control to control by the Lot owners shall be accomplished by Riverwood Estates, LLC, appointing at least three (3) Members to the Board of Directors who shall serve until the next annual meeting of the Members. Thereafter, Members shall be elected to the Board of Directors as provided by these Articles of Incorporation and as provided under the By-Laws. The initial By-Laws of this Association shall be adopted by its Board of Directors. The power to alter, amend or repeal the By-Laws or adopt new By-Laws shall be vested in the Board of Directors of this Association. ARTICLE IX INDEMNIFICATION The Association shall indemnify every officer and Director of the Association against any and all expenses, including counsel fees, reasonably incurred by or imposed upon any officer or Director in connection with any action, suit or other proceeding (including the settlement of any such suit or proceeding, if approved by the then Board of Directors of the Association) to which he may be made a party by reason of being or having been an officer or Director of the Association Page 6 of 9 whether or not such person is an officer or Director at the time such expenses are incurred. The officers and Directors of the Association shall not be liable to the Members of the Association for any mistake of judgment, negligence or otherwise, except for their own individual willful misconduct or bad faith. The officers and Directors of the Association shall have no personal liability with respect to any contract or other commitment made by them in good faith on behalf of the Association and the Association shall indemnify and forever hold each such officer and Director free and harmless against any and all liability to others on account of any such contract or commitment. Any right to indemnification provided for herein shall not be exclusive of any other rights to which any officer or Director of the Association or former officer or Director of the Association may be entitled. The Directors shall exercise their powers and duties in good faith and with a view to the interest of the Association. No contract or other transaction between the Association and any corporation, firm or association in which one (1) or more of the Directors of this Association is a Director or officer or has a pecuniary or other interest therein, shall be either void or voidable for such reason or because such Director or Directors are present at the meeting of the Board of Directors or any of the committee thereof which authorizes or approves the contract or transaction or because his or their votes are counted for such purpose, if any of the conditions specified in any of the following paragraphs exists: (a) The fact of the common directorate or interest is disclosed or known to the Board of Directors or a majority thereof are noted in the minutes and the Board authorizes, approves or ratifies such contract or transaction in good faith by a vote sufficient for the purpose; or (b) The fact of the common directorate or interest is disclosed or known to the Members or a majority thereof and they approve or ratify the contract or transaction in good faith by a vote sufficient for the purpose; or (c) The contract or transaction is commercially reasonable to the Association at the time it is authorized, ratified, approved or executed. Common or interested Directors may be counted in determining the presence of a quorum at any meeting of the Board of Directors or committee thereof which authorizes, approves or ratifies any contract or transaction and may vote there at to authorize any contract or transaction with like force and effect as if he were not such Director or officer of such other corporation or not so interested. ARTICLE X ASSESSMENTS 1. To provide the total sum necessary for the operation of the Association and all expenses incurred in connection therewith, each Member for each Lot owned within the Property shall pay a portion of the total amount necessary for such purposes to the Association. The portion to be paid by each Member for each lot owned within the Property (except as otherwise stated in the Declaration) shall be equal to the total sum necessary for such purposes multiplied by a fraction, Page 7 of 9 the numerator of which shall be the number one (1) and the denominator shall be the total of the number of Lots then existing within the Property. 2. The amount of assessment against each Member as provided under Paragraph 1 of Article X shall be assessed by the Association as a lien at the beginning of each annual assessment period as such period is determined by the Board of Directors. Each assessment shall be due and payable within thirty (30) days of assessment except as otherwise provided herein, and upon default of payment within such period of time, the assessment shall be a lien against each Lot within the Property owned by the defaulting Member, and the Association shall be entitled to enforce the payment of said lien according to the laws of the State of Alabama and to take any other actions for collection from the defaulting party or parties as provided under the laws of said State. Any such lien against a Lot located within the Property shall be subordinate to a recorded first mortgage and, in addition, to a purchase money mortgage which encumbers such Lot located within the Property. 3. In addition to the annual assessments authorized above, the Association may levy in any assessment year, special assessments for the purpose of defraying, in whole or in part, the cost of any construction, reconstruction, repair or replacement of the items enumerated under Article III herein; provided that any such special assessment shall have the assent of a majority (51%) of the votes of the Members who are voting in person or by proxy at a meeting duly called for this purpose. 4. Of the total sum approved by the Association to meet the costs and expenses as provided under Paragraph 3 of Article X, each Member for each Lot located within the Property and owned by such Member shall pay to the Association a special assessment equal to the total sum approved for such purposes multiplied by a fraction as determined above under Paragraph 1 of Article X. 5. The amount of the special assessment provided for in Paragraphs 3 and 4 of Article X shall be assessed as a lien by the Association. Each such assessment shall be due and payable within thirty (30) days of assessment except as otherwise herein provided, and, upon default of payment within such period of time, shall be a lien against each Lot within the Property owned by the defaulting Member, and the Association shall be entitled to enforce the payment of said lien according to the laws of the State of Alabama and the Association may take any other lawful action for collection from the defaulting parties. 6. Both annual and special assessments may be collected on a monthly basis or quarter ly or annual basis as determined by the Board of Directors. 7. Should the Association employ legal counsel to seek collection of any past due assessment or record liens as allowed upon payment default, the delinquent lot owner(s) shall be responsible for payment of reasonable attorney’s fees and costs of collection incurred by the Association. ARTICLE XI COVENANTS RUN WITH TITLE Page 8 of 9 The undersigned, who owns and represents all of the ownership interest in and to the real Property hereinabove described, agrees that these Articles of Incorporation, the purposes and powers of the Association and the authority to establish liens against the property herein described shall constitute covenants intended to run with the title to the herein described Property and t he same shall be binding upon the parties hereto and upon their respective heirs, grantees, successors and assigns holding title to any portion of the Property. ARTICLE XII DISSOLUTION The Association shall only be dissolved in accordance with Section 10-3A-140, et seq. Ala. Code, (1975). ARTICLE XIII AMENDMENTS Amendment of these Articles shall be pursuant to Section 10-3A-80, et seq. Ala. Code, (1975). ARTICLE XIV INCORPORATOR The name and address of the incorporator of the corporation is as follows: NAME ADDRESS Riverwood Estates, LLC 7883 Delta Woods Dr., Bay Minette, AL 36507 ARTICLE XV DEFINITIONS The defined words herein used shall have the same meaning as set forth under the Declaration. In the event of any conflict in the terms, words or conditions herein stated and those contained under the Declaration, then, in, such event, the Declaration shall control. IN WITNESS WHEREOF, the undersigned incorporator has caused these Articles of Incorporation to be duly executed on this the _____ day of _______________, 2020. Page 9 of 9 Riverwood Estates, LLC By:_____________________________ Raymond C. Lee Acting as Managing Member STATE OF ALABAMA COUNTY OF ________________ I, the undersigned, a Notary Public in and for said State and County, hereby certify that Raymond C. Lee, whose name as Managing Member of Riverwood Estates, LLC, an Alabama Limited Liability Company, is signed to the foregoing instrument, and who is known to me, acknowledged before me on this day that, being informed of the contents of the instrument he, in his capacity as Managing Member and with full authority, executed the same voluntarily on the day the same bears date. GIVEN under my hand this the ____day of _________________________, 2020. ______________________________________________ NOTARY PUBLIC My Commission Expires: _________________________ This Instrument Prepared by: Pierce Ledyard, PC P. O. Box 161389 Mobile, AL 36616 (251)338-1300 Page 1 of 8 BY-LAWS OF RIVER PLACE HOMEOWNERS’ ASSOCIATION, INC. ARTICLE I NAME AND LOCATION The name of the Corporation is RIVER PLACE HOMEOWNERS’ ASSOCIATION, INC., hereinafter referred to as the "Association." The principal office of the Association shall be located at _____________________________________________, but meetings of Members and Directors may be held at such places within the State of Alabama, as may be designated by the Board of Directors. ARTICLE II MEETING OF MEMBERS Section 1. Annual Meeting. The First meeting of the Members shall be held at the call of the Directors, or a majority of them, upon at least ten (10) days’ notice for such purpose as shall be stated in the notice of the meeting. Each subsequent regular annual meeting of Members shall be held on the day and hour of each year thereafter established by the Board of Directors. Section 2. Special Meetings. Special meetings may be called at any time by the president or by the Board of Directors, or upon written request of one-fourth (1/4) of all the Members who are entitled to vote. Section 3. Notice of Meetings. Written notice of each meeting of the Members shall be given by, or at the direction of, the secretary or person authorized to call the meeting, by mailing a copy of such notice, postage prepaid, at least ten (10) days before such meeting to each Member entitled to vote thereat, addressed to the Member's address last appearing on the books of the Association, or supplied by such Member to the Association for the purpose of notice. Such notice shall specify the place, day and hour of the meeting and, in the case of a special meeting, the purpose of the meeting. Section 4. Quorum. The presence at the meeting of Members entitled to cast, or of proxies entitled to cast, thirty-five percent (35%) of the votes of the membership shall constitute a quorum for any action except as otherwise provided in the Articles, Declaration, or these By-Laws. If, however, such quorum shall not be present, or represented at any meeting, the Members entitled to vote thereat shall have power to adjourn the meeting, from time to time, subject to ten (10) days’ written notice of each subsequent meeting, until a quorum as aforesaid shall be present or be represented. Section 5. Proxies. At all meetings of Members, each Member may vote in person or by proxy. All proxies shall be in writing and filed with the secretary. Every proxy shall be revocable and shall automatically cease upon conveyance by the Member of his lot located within the Property. Page 2 of 8 Section 6. Order of Business. The order of business at the annual Members' meeting and, as far as practical, at all other Members' meetings, shall be: (a) call to order; (b) calling of the roll and certifying of proxies; (c) proof of notice of meeting or waiver of notice; (d) reading and disposal of any unapproved minutes; (e) reports of officers; (f) reports of committees; (g) election of Directors; (h) unfinished business; (I) new business; and (j) adjournment. ARTICLE III BOARD OF DIRECTORS: SELECTION; TERM OF OFFICE Section 1. Number. Except as provided in Article V, the affairs of this Association shall be managed by a Board of at least three (3) Directors who must be Members of the Association except for the interim Directors. The number of Directors serving upon the Board may be increased from three (3) up to as many as twenty (20) from time to time by amendment to these By-Laws. Section 2. Term of Office. Except as otherwise provided in the Articles of Incorporation, at the first annual meeting, the Members shall elect at least three (3) Directors for a term of one (1) year and, at each annual meeting thereafter, the Members shall elect the needed number of Directors for a term of one (1) year. Section 3. Removal. Any Director may be removed from the Board, with or without cause, by a majority vote of the Members of the Association. In the event of death, resignation, or removal of a Director, his successor shall be selected by the remaining Members of the Board and shall serve for the unexpired term of his predecessor. Section 4. Compensation. No Director shall receive compensation for any service he may render to the Association. However, any Director may be reimbursed for his actual expenses incurred in the performance of his duties. Page 3 of 8 Section 5. Action Taken Without a Meeting. The Directors shall have the right to take any action in the absence of a meeting which they could take at a meeting by obtaining the written approval of all the Directors. Any action so approved shall have the same effect as though taken at a meeting of the Directors. Section 6. Organizational Meeting. An organizational meeting of the Board of Directors named in the Articles of Incorporation shall be held within this state at the call of a majority of the incorporators for the purpose of adopting these by-laws, electing officers and the transaction of such other business as may come before the meeting. ARTICLE IV NOMINATION AND ELECTION OF DIRECTORS Section 1. Nomination. Nomination for election to the Board of Directors shall be made by a Nominating Committee. Nominations may also be made from the floor at the annual meeting. The Nominating Committee shall consist of a Chairman, who shall be a Member of the Association and two (2) or more Members of the Association. The Nominating Committee shall be appointed by the Board of Directors prior to each annual meeting of the Members, to serve from the close of such annual meeting until the close of the next annual meeting and such appointment shall be announced at each annual meeting. The Nominating Committee shall make as many nominations for election to the Board of Directors as it shall, in its discretion, determine, but not less than the number of vacancies that are to be filled. Such nominations may be made only from among Members. Section 2. Election. Election to the Board of Directors shall be by secret written ballot. At such election, the Members or their proxies may cast, in respect to each vacancy, as many votes as they are entitled to exercise under the provisions of these By-Laws. The persons receiving the largest number of votes shall be elected. Cumulative voting is permitted for the election of Directors. ARTICLE V MEETING OF DIRECTORS Section 1. Regular Meeting. Regular meetings of the Board of Directors shall be held quarterly without notice, at such place and hour as may be fixed from time to time by resolution of the Board. Should said meeting fall upon a legal holiday, then that meeting shall be held at the same time on the next day which is not a legal holiday. Section 2. Special Meetings. Special meetings of the Board of Directors shall be held when called by the president of the Association or by any two (2) Directors, after not less than three (3) days’ notice to each Director. Section 3. Quorum. A majority of the number of Directors shall constitute a quorum for the transaction of business. Every act or decision done or made by a majority of the Directors Page 4 of 8 present at a duly held meeting at which a quorum is present shall be regarded as the act of the Board. ARTICLE VI POWERS AND DUTIES OF THE BOARD OF DIRECTORS Section 1. Powers. The Board of Directors shall have power to: (a) exercise for the Association all powers, duties and authority vested in or deposited to this Association and not reserved to the membership by other provisions of the Declaration, these By-Laws, or by the Articles of Incorporation; (b) declare the office of a Member of the Board of Directors to be vacant in the event such Member shall be absent from three (3) consecutive regular meetings of the Board of Directors; (c) employ independent contractors, or such other persons as they deem necessary, and to prescribe their duties; (d) amend and modify these By-Laws as the Board may determine from time to time; (e) to make contracts and incur liabilities in connection with the exercise of any of the powers and duties of the Board; (f) to maintain a class action, and to settle a cause of action, on behalf of the owners, with reference to the property of the Association; and (g) to determine policies and to adopt administrative rules and regulations governing the property of the Association, and to amend such administrative rules and regulations from time to time as the Board deems advisable. Section 2. Duties. It shall be the duty of the Board of Directors to: (a) cause to be kept a complete record of all its acts and corporate affairs and to present a statement thereof to the Members at the annual meeting of the Members, or at any special meeting when such statement is requested in writing by one-fourth (1/4) of the Members who are entitled to vote; (b) supervise all officers, agents and employees of this Association, and to see that their duties are properly performed; (c) establish the annual assessment period and fix the amount of the annual assessment against each Member for each Lot located within the Property at least thirty (30) days in advance of each annual assessment; (d) send written notice of each assessment to every Member at least thirty (30) days in advance of each annual assessment period, and levy all such assessments as liens; Page 5 of 8 (e) foreclose the lien against any property for which assessments are not paid within sixty (60) days after due date or to bring an action at law against the Member personally obligated to pay the same; (f) issue, or to cause an appropriate officer to issue, upon demand by any person, a certificate setting forth whether or not any assessment has been paid. A reasonable charge may be made by the Board for the issuance of these certificates. If a certificate states an assessment has been paid, such certificate shall be conclusive evidence of such payment; (g) at its option, procure and maintain liability and other forms of insurance on property owned and/or maintained by the Association; (h) at its option, cause all officers or employees having fiscal responsibilities to be bonded; (i) cause all of the facilities, if any, of the Association to be maintained; (j) adopt these By-Laws for the Association and amend same from time to time as circumstances may require; (k) elect officers of the Association and otherwise exercise the powers regarding officers of the Association as herein set forth; (l) determine who shall be authorized to make and sign all instruments on behalf of the Association and the Board; (m) enforce all covenants contained in the Declaration and to exercise all powers therein vested in the Association. ARTICLE VII OFFICERS AND THEIR DUTIES Section 1. Enumeration of Offices. The officers of this Association shall be a president and vice-president, who shall at all times be Members of the Board of Directors, a secretary and a treasurer, and such other officers as the Board may from time to time by resolution create. Section 2. Election of Officers. The Board shall elect the officers of the Association and the election of officers shall take place at the first meeting of the Board of Directors and following each annual meeting of the Members thereafter. Section 3. Term. The officers of this Association shall be elected annually by the Board and each shall hold office for one (1) year unless he shall sooner resign, or shall be removed, or otherwise disqualified to serve. Section 4. Special Appointments. The Board may elect such officers as the affairs of the Association may require, each of whom shall hold office for such period, have such authority, and perform such duties as the Board may from time to time determine. Page 6 of 8 Section 5. Resignation and Removal. Any officer may be removed from office with or without cause by the Board. Any officer may resign at any time upon written notice to the Board, the president or the secretary. Such resignation shall take effect on the date of receipt of such notice or at any later time specified therein, and unless otherwise specified therein, the acceptance of such resignation shall not be necessary to make it effective. Section 6. The President. The President shall be the chief executive officer of the Association. He shall have all the powers and duties which are usually vested in the office of president of a corporation. Section 7. The Vice-President. The Vice-President shall, in the absence of or disability of the President, exercise the powers and perform the duties of the President. He shall also generally assist the President and exercise such other powers and perform such other duties as shall be prescribed by the Directors. Section 8. The Secretary. The Secretary shall keep the minutes of all proceedings of the Directors and the Members. He shall attend to the giving and serving of all notices to the Members and Directors and other notices required by law. He shall have custody of the seal of the Association and affix the same to instruments requiring a seal when duly signed. He shall keep the records of the Association, except those of the Treasurer, and shall perform all other duties incident to the office of the Secretary of a corporation as may be required by the Directors or the President. Section 9. The Treasurer. The Treasurer shall have custody of all property of the Association, including funds, securities, and evidences of indebtedness. He shall keep the financial records and books of account of the Association in accordance with good accounting practices; he shall keep detailed, accurate records in chronological order of all receipts and expenditures, specifying and itemizing the maintenance and repair expenses and any other expenses incurred; and, he shall perform all other duties incident to the office of Treasurer. The records, books of account, and the vouchers authorizing payments shall be available for examination by any Member of the Association at convenient hours of weekdays. ARTICLE VIII COMMITTEES The Board of Directors shall appoint such committees as deemed appropriate in carrying out its purposes, including, but not limited to the Architectural Control Committee described under the Declaration. ARTICLE IX BOOKS AND RECORDS The books, records, and papers of the Association shall at all times, during reasonable business hours, be subject to inspection by any Member. The Articles and the By -Laws of the Association shall be available for inspection by any Member at the principal office of the Association, where copies may be purchased at reasonable cost. Page 7 of 8 ARTICLE X ASSESSMENTS As more fully provided in the Declaration and the Articles of Incorporation, each Member is obligated to pay to the Association his/her/its pro rata share of the assessment to maintain the business and obligations of the Association. Such assessments are secured by a continuing lien upon the Lot or Lots of the Members against which the assessment is made. Any assessments, annual or special, which are not paid when due shall be delinquent. If the assessment is not paid within thirty (30) days after the due date, the assessment shall bear interest from the date of delinquency at the rate of twelve (12%) percent per annum, and the Association may bring an action at law against the Member obligated to pay the same or foreclose the lien against the property, and interest, costs, and reasonable attorney's fees of any such action shall be added to the amount of such assessment. A Member may not waive or otherwise escape liability for the assessments provided for herein. ARTICLE XI AMENDMENTS Section 1. These By-Laws may be amended by the Board at a regular or special meeting of the Board by a vote of a majority of a quorum of Directors present in person or by proxy. Before voting upon an amendment to these By-Laws, each Director shall have a copy of the proposed amendment at least three (3) days prior to a meeting called for such purpose. Section 2. In the case of any conflict between the Articles and these By-Laws, the Articles shall control. ARTICLE XII VOTING RIGHTS Section 1. Each Member shall be entitled to vote at a meeting of the Members of the Association and shall be entitled to cast the number of votes as hereinafter set forth. Section 2. The voting power of Members of this Association shall be limited to one (1) vote for each Lot owned within the Property. For example, a person or entity owning two (2) lots within the Property would be allowed to cast two (2) votes. Section 3. Membership in the Association shall automatically lapse and terminate when any Member shall cease to be the Owner of record of a Lot within the Property. Section 4. When a Lot within the Property is owned of record in joint tenancy or tenancy in common, the membership as to such Lot within the Property shall be joint and the right of such membership (including the voting power arising therefrom) shall be exercised only by the joint action of all owners of record of such Lot within the Property. Page 8 of 8 Section 5. Each Member of this Association shall have such interest in all the property owned by this Association as is represented by the ratio of the number of votes in this Association. Such interest is and shall be appurtenant to the Lot or Lots within the Property which qualify such person or entity for membership. ARTICLE XIII MISCELLANEOUS The fiscal year of the Association shall begin on the first day of January and end on the 31st day of December of every year, except that the first fiscal year shall begin on the date of recordation of the Articles. ARTICLE XIV DEFINITIONS As used in these By-Laws, words or phrases shall have the same meaning and definitions as set forth in the DECLARATION OF RESTRICTIVE COVENANTS FOR RIVER PLACE SUBDIVISION. ARTICLE XV ROBERTS RULES OF ORDER Roberts Rules of Order (latest edition) shall govern the conduct of the Association meetings when not in conflict with the Articles of Incorporation or these By-Laws. Adopted: ___________________________, 2020. _______________________________________ CHAIRMAN, BOARD OF DIRECTORS RIVER PLACE SUBDIVISION DECLARATION OF RESTRICTIVE COVENANTS KNOW ALL MEN BY THESE PRESENTS, that Riverwood Estates, LLC (“Declarant”), as the Owner of the real property situated in Baldwin County, Alabama, as hereinafter described, does hereby fix, establish and declare the following restrictive covenants relative to the use and development of the Lots in the hereinafter described Property. 1. DEFINITIONS: The following words when used in this Declaration shall have the following meanings: (a) ACommittee@ shall mean and refer to the Architectural Control Committee. (b) ACommon Property@ shall mean and refer to those areas of land shown on the recorded plat of the Property not shown as individual Lots. (c) ADeclarant@ or “Declarants” as herein used are defined to mean and include Riverwood Estates, LLC. (d) ADeclaration@ shall mean and refer to this Declaration of Restrictive Covenants, which shall be applicable to the Property. (e) ALot@ shall mean and refer to any one of the Lots described as Lots 1 through 23 on the subdivision plat of the Property as recorded in Map Book ____, Page ____, of the Records in the Office of the Judge of Probate for Baldwin County, Alabama. (f) AOwner@ shall mean and refer to the record Owner, whether one or more persons or entities of fee simple title to any Lot which is a part of the Property, and if said title is split between estates for life, or for years, and remainder, then, the Owner or Owners of the estate having present rights to possession shall be considered the Owner. Notwithstanding any applicable theory of mortgage, the word Owner shall not mean or refer to any Mortgagee unless and until such Mortgagee has acquired title, whether subject to redemption or not, pursuant to foreclosure or any proceeding in lieu thereof. After any mortgagee, lienholder or purchaser at foreclosure sale acquires title by foreclosure or proceedings in lieu of foreclosure, such mortgagee shall be and become the Owner within the meaning of this Declaration. 2. PROPERTY COVERED: The real property which is and shall be held, conveyed, transferred, sold, used and occupied subject to the liens, charges, rights, limitations, conditions, covenants, reservations, easements and restrictions contained herein is described as follows: Lots 1 through 23 on the subdivision plat of the Property as recorded in Map Book ______, Page _____, of the Records in the Office of the Judge of Probate for Baldwin County, Alabama, which is more particularly described as follows: Commencing at the Northeast corner of Section 1, Township 7 South, Range 2 East, Baldwin County, Alabama; thence run S-00° 19’ 29”—W, along said section line, 2 1152.77 feet to a point; thence run West, leaving said section line, 42.25 feet to the West right-of-way line of Baldwin County Road Number 33, and the point of beginning; thence run S-00° 14’ 00”—W, along said West right-of way line of Baldwin County Road Number 33, 607.13 feet to a point; thence run N-89° 21’ 46”—W, leaving said West right-of-way line of Baldwin County Road Number 33, 1955.89 feet to a point; thence run N-00° 14’ 12”—E, 208.99 feet to a point; thence run N-00° 13’ 58”—E, 208.96 feet to a point; thence run S-89° 58’ 46”—E, 650.68 feet to a point; thence run N-04° 39’ 06”—E, 182.63 feet to a point; thence run S- 89° 52’ 59”—E, 1291.15 feet to the point of beginning; containing 24.19 acres, more or less. All of the foregoing property is herein referred to as the AProperty@ and, as herein used, ALot@ or ALots@ shall refer to the foregoing Lots 1 through 23 unless otherwise specifically specified. 3. PURPOSE OF DECLARATION: The purpose of this Declaration is to insure the best use and most desirable development and improvements of the Property for residential purposes only; to protect the Declarant and future Owners of Lots against such improper use of the surrounding Property as to depreciate the value of their Lot; to preserve, so far as practicable, the natural beauty of said Property, to guard against the erection thereon of poorly designed structures or structures built of improper or unsuitable materials; and, in general, to protect and enhance the value of investments made by purchasers of Lots therein. 4. USE: All Lots in the tract shall be known and described as residential lots. No structure shall be erected, altered, placed or permitted to remain on any residential building Lot other than one detached single-family dwelling not to exceed two and one-half (2-1/2) stories in height, and a private double garage for not more than three cars, and other out-buildings incidental to residential use. 5. DWELLING REQUIREMENTS: The main structure, exclusive of open porches and garages, shall not be less than eighteen hundred (1800) square feet of heated and cooled space unless a variance of these requirements is granted in writing by the Architectural Control Committee. All material and workmanship must be substantially equal to or exceed the minimum FHA or VA building requirements. Only site-built homes are permissible, and no mobile homes will be allowed, unless otherwise authorized in writing by Declarant. No garage may open at the front of the dwelling or facing any street. 6. ARCHITECTURAL CONTROL COMMITTEE: No Building or out-building shall be erected, placed, or altered on any Lot in this subdivision until building plans, specifications, and plot plan showing the location of the building with respect to setback requirements, topography, and finished ground elevation have been approved by the Architectural Review Committee, (hereinafter the “ARC”). In the event the ARC, or its designated representative, fails to approve or disapprove such design and location within thirty (30) days after said plans and specifications have been submitted to it, such approval will not be required and this covenant will be deemed to have been fully complied with. Neither the members of the ARC, nor 3 its designated representative, shall be entitled to any compensation for services pursuant to this covenant. The Declarant reserves the specific right and authority to appoint all members of the ARC until such time as the Declarant has sold and conveyed all Lots within the Property. This right of appointment shall be freely assignable by Declarant. At such time as Declarant, or its assigns, has sold and conveyed all Lots within the Property, the ARC shall be appointed by the Declarant. The ARC shall have authority to grant variances from the requirem ents contained within this Declaration where such variance would be in the best interest of the Property at the sole discretion of the ARC. 7. BUILDING LOCATION: Set back lines shall be as shown on the face of the plat, but not less than 40 feet for front yards, 10 feet for side yards, and 30 feet for rear yards. If applicable city or county zoning regulations require different setback lines, the more restrictive provisions shall control. All buildings shall be located in accordance with such set back lines. For the purpose of this covenant, eaves, steps, porches and garages are considered as part of the building. The ARC shall have the power by majority vote to grant exceptions to these locations as it deems appropriate. 8. CONSTRUCTION PERIOD: Each Lot owner shall be responsible for maintaining the structural integrity of any asphalt or concrete curb and gutter in front of any individual Lot during building construction. Construction equipment access to the Lot should be limited to the permanent driveway location, thereby confining curb and gutter damage to the driveway location. Curb and gutter repair must be completed during driveway installation. Where open ditches with concrete culverts are used, the same responsibility shall apply. Construction on any lot shall be completed within a reasonable time from the date of the actual commencement of construction. Reasonable time, as used herein, shall mean the normal time consumed to construct a residence of similar design in similar subdivisions in Baldwin County. 9. LOT AREA AND WIDTH: Unless approved by the ARC, no residential structure shall be erected or placed on any Lot, which has an area of, or width of, less than that as shown on the plat. Any resubdivision shall be subject to the approval of the ARC. An owner may construct a residence on two adjoining Lots provided that the minimum front and rear building setback line requirements are satisfied. 10. GARBAGE AND REFUSE DISPOSAL: No Lot shall be maintained as a dumping ground for rubbish. Trash, garbage, or other waste shall be kept in sanitary containers. All incinerators or other equipment for the storage or disposal of such material shall be kept in a clean sanitary condition. No homeowner shall use any portion of his Lot for the collection or storage of trash, garbage, old parts, old equipment, or other unsightly articles. 11. NUISANCES: No noxious or offensive trade or activity shall be carried on upon any Lot, nor shall anything be done thereon which may become an annoyance, or nuisance, to the neighborhood. No Lot shall be used for such activities as parking trailers, inoperable motor homes, cars, or trucks not in use, or for repairs of same. Parking of all vehicles shall be limited to the paved areas in the yard. Parking on grass is not permitted. Exterior clothes hanging apparatuses or outside clothes lines shall not be located on the property. 4 12. TEMPORARY RESIDENCE: No trailers, basement, tent, shack, garage, or other outbuildings, including mobile homes, erected temporarily or permanently, shall be used as a residence. Recreational campers, and/or flatbed and similar trailers and boats may be kept on the premises, only if kept in the rear yard portion of the Lot behind the dwelling area and hidden from view from the street. 13. OIL AND MINERAL OPERATIONS: No oil, exploration, drilling, oil development operations, oil refining, quarrying, mining or excavation operations of any kind shall be permitted upon or below any Lot, nor shall oil wells, tanks, tunnels, mineral explorations or shafts be permitted upon or below any Lot. No structure designed for use in boring for oil or natural gas shall be erected, maintained or permitted upon any Lot. Oil, gas, or other highly flammable materials, other than that stored in small containers for household use, shall not be stored in barrels or drums on any Lot. 14. CONCEALMENT OF EQUIPMENT: No air conditioning or heating unit, blower, tower, condenser, water well, garbage can, wood pile, storage pile or other equipment or apparatus shall be erected, placed, constructed, operated or permitted to remain on any Lot unless concealed from view from any adjacent Lot or street by a hedge planting or other enclosure in conformity with the general architecture of the main structure and approved by the ARC. All outside radio and T.V. antennas shall be installed in such a way as not to be offensive from any street. Antennas shall be placed on the back side of the chimney where possible; otherwise, they shall be placed on the back side of the roof. Any satellite dish must be concealed behind a privacy fence or hedge such that the satellite dish will not be visible from any street, or from the adjacent Lots, and said satellite dish shall not be located in a front yard. A satellite dish shall not exceed eighteen (18") in diameter. 15. OUTBUILDINGS: No detached buildings, utility sheds or other structures of any kind, temporary or permanent, shall be constructed or maintained on any Lot unless a fence at least 6 feet in height has been constructed in conformity with the general architecture of the main structure and approved by the ARC, which must serve to conceal the outbuilding as much as reasonably possible from all streets and adjacent lots. 16. SIGNS: No sign of any kind shall be displayed to the public view on any Lot more than five (5) square feet in size, advertising the property for sale or for rent; except during the construction period, one (1) additional sign may be erected by the builder, and a security service sign shall also be allowed when applicable. Any variance of this requirement shall be approved in writing by the ARC. Notwithstanding the forgoing, for so long as the Declarant owns any Lot in the subdivision, the Declarant and/or its agents may place signs in their discretion to advertise the Lots for sale. 17. ANIMALS: Farm animals are not allowed, and no animals or fowl shall be domiciled in the subdivision for commercial purposes. This shall not prohibit or limit the ownership of cats, dogs, or other pets (commonly classified as domesticated) for Owners= pleasure. Permanent domestic pets should be limited to three (3) per household. - - 5 18. FENCES: No fences may be erected nearer to the front lot line than twenty (20) feet behind the front corners of the house on said Lot. In the case of a corner Lot, no fence shall be erected on the lot line without the location thereof being approved by the ARC. All fencing materials, wood, vinyl, etc., must be approved by the ARC. 19. SIDEWALKS: Lot Owners shall construct concrete sidewalks at their own expense with the same standards as would be applicable to similar subdivisions in Baldwin County, Alabama, and, in all events, the location, dimensions and other features of such sidewalks shall be subject to the prior written approval of the ARC. 20. EASEMENTS: All easements shown on the recorded plat of the subdivision are hereby adopted as a part of these restrictions, and all Lots in the Subdivision shall be subject to such easements. The undersigned owner of the subdivision reserves unto itself and its successors and assigns the right and easement, but not the obligation, to construct, install, maintain, repair and replace power, gas, sewer, telephone, and other utility lines, equipment and facilities and drainage ditches, in, on, over and under the streets and roads and easements shown on the recorded plat of the subdivision. No warranty, either expressed or implied is made by the Declarant, or subsequent builders as to the design, adequacy, or continuing function of easements, streets, sewer system, utilities, drainage, or other improvements which have been constructed and approved by the proper governing authorities and utility companies, or have been dedicated to and accepted by said authorities. The signing of the Subdivision plat by the proper authorities and the recordation of said plat shall evidence approval and dedication. The easements for drainage purposes and the facilities located within said easement shall be the responsibility of the respective property owners to maintain and repair. Notwithstanding the forgoing, utility providers, including but not limited to the City of Fairhope, Baldwin EMC, Fairhope Utilities, AT&T, and/or its or their designated contractor, successor, agent, servant, assignee, and its and their employees have a utility easement for the installation , operation, and maintenance of power, water, sewer and natural gas services as noted on the subdivision plat, and also an easement, rights and full permission to come onto any lot in the subdivision for any reason related to the installation, operation and maintenance of the sewer collection system located on and provided for the benefit of the lot. No object, structure or other thing may be constructed on or placed over, on top of or near the utility easement, or the sewer collection system, consisting of the septic tank, septic tank pump, and septic tank lines, in such a way as to impede installation, operation, or maintenance efforts. 21. LIABILITY: Neither the Declarant, the ARC, its employees, agents or assigns, shall be liable to any Lot owner(s) for (i) the manner in which it exercises or for its failure or refusal to exercise any right or authority herein granted to it, whether discretionary or not; (ii) for the failure or refusal of any Lot Owner to comply with any of the provisions hereof; or, (iii) the failure or refusal of the Declarant or the ARC, to enforce any of the provisions hereof against any Lot Owner, his Builder, agent, or assigns. 22. ENFORCEMENT: It is hereby stipulated that all of the aforesaid restrictions shall constitute covenants running with the land, and that they are hereby created for the benefit of and - 6 shall be fully binding upon all persons and entities now or hereafter owning Property in said Subdivision, and upon their heirs, successors, and assigns, including Owners and their heirs, and assigns, until modified or cancelled as provided herein. The ARC, the Owner of any Lot in said Subdivision, and any Homeowner’s Association that may be formed by Declarant, or Declarant’s successors or assigns shall have and are hereby granted the right to enforce compliance on the part of any other Owner of any Lot in said Subdivision, by whatever legal means may be available, with any or all of the restrictions herein contained, and may recover damages, including reasonable attorney=s fees, to the extent suffered by such Owner for the violations by such other Owner of any or all of said restrictions. 23. TIME LIMITATIONS AND RENEWAL OF COVENANTS: The restrictions herein contained shall be binding on all persons and entities owning Lots in said Subdivision until December 31, 2050, unless cancelled or modified prior to such date, with the written consent of the Owners of two-thirds (2/3) of the Lots in said Subdivision, provided, however, that no amendment shall place an additional burden or restriction on Lots in said Subdivision which bind any Lot, the Owner of which does not join in said amendment. Also, the Declarant, its successors and assigns must approve such amendments, modifications, or annulments so long as such Declarant shall own any Lot in said Subdivision and the adjacent lands under its control. The restrictions herein contained shall be automatically extended thereafter for successive periods of ten (10) years unless thereafter modified or cancelled with the written consent o f two-thirds (2/3) of all persons and entities at the time owning Lots in said Subdivision. If any Lot should hereafter be or become jointly owned and undivided, the Owners thereof shall, for the purpose of the foregoing formula, be regarded as one person, and the written consent of less than all of the co- owners of a particular Lot shall be of no effect. Notwithstanding the foregoing, the Declarant reserves the right to amend this Declaration in its sole discretion so long as it owns at least one (1) Lot in the subdivision. 24. SEVERABILITY: Invalidation of any of these covenants by judgment or court decree shall in no way affect any of the other provisions which shall remain in full force and effect. 25. FUTURE DEVELOPMENT: The Declarant, its successors and assigns, may develop other property and may as a matter of right, without the consent of the Lot Owners, annex such additional parcels of land so as to be added to the Property. The Declarant shall not be required to follow any predetermined sequence, schedule or order of improvements and development. The Declarant, its successors and assigns, shall have the right, without further consent of the Lot Owners, to bring within this Declaration any additional property. Such property may be subjected to this Declaration as one parcel or as several smaller parcels at different times. The annexations authorized under this subsection shall be made by filing in the Office of the Judge of Probate, Baldwin County, Alabama, a supplementary Declaration with respect to the additional property which shall extend the operation and effect of this Declaration to such additional property. Following any such annexation of property, the Owners of such additional property shall thereupon and thereafter have such rights, privileges and benefits, including but not limited 7 to, the right to use the Common Property of River Place Subdivision, if any, and shall be subject to such responsibilities and obligations all as set forth in such recorded documents. Any supplementary Declaration may contain such additions and/or modifications of the covenants and restrictions contained in this Declaration as may be necessary or convenient, in the sole judgment of the Declarant, to reflect the different character, if any, of the a dditional properties. IN WITNESS WHEREOF, Raymond C. Lee, as the managing member of Riverwood Estates, LLC, has caused the hereinabove restrictions to be executed on this the _____ day of ___________________, 2020. RIVERWOOD ESTATES, LLC By _______________________________________ RAYMOND C. LEE It ____Managing Member_____ _______________ STATE OF ALABAMA COUNTY OF ______________ I,_____________________________, the undersigned Notary Public in and for the said State and County, hereby certify that Raymond C. Lee, whose name is signed to the foregoing instrument and who is known to me, acknowledged before me on this day that, being informed of the contents of this instrument, he executed the same voluntarily on the day the same bears date. GIVEN under my hand and seal on this _______ day of _____________, _______, 2020. _________________________________________ NOTARY PUBLIC State of Alabama My Commission Expires: ____________________ THIS DOCUMENT PREPARED BY: PIERCE LEDYARD, PC Kimberly B. Whidden 3801 Airport Boulevard Mobile, AL 36608 251-338-1300 UTILITY PROVIDERS PROJECTLOCATION CO. RD. NO. 33 (A.K.A. RIVER PARK ROAD) ROADWAY, DRAINAGE & WATERLINE IMPROVEMENT PLANS FEBRUARY 2019 ADMINISTRATIVE APPROVAL:DATE PREPARED AND RECOMMENDED BY: 7778-B McKINLEY AVE. MOBILE, AL 36608 (251) 633-0997 AS-BUILT ROAD: DESIGN SPEED: HONS DRIVE 20 MPH APPLICABLE STATE OF ALABAMA SPECIAL AND STANDARD HIGHWAY DRAWINGS, 2018 EDITION: 623-XY 1-621-S HW-614-SP DETAILS OF CONCRETE CURBS AND CONCRETE CURB AND GUTTER, STOPPING AND VERTICAL TYPES REINFORCED CONCRETE SEWER INLET TYPE S3 & S4 CONCRETE SLOPE PAVED HEADWALL AND GRATE FOR SIDEDRAIN PIPE RPC-530 BEDDING FOR FILL HEIGHTS FOR ALL ROADWAY PIPE CULVERTS 623-N SPEC DETAILS OF MEDIAN OPENING AND SAFETY GORES AT TRAFFIC CHANNEL ISLANDS SW-618 (SHEET 1 OF 4) CURB RAMP DETAIL CALLOUTS. GENERAL NOTES FOR CURB RAMPS, SIDEWALKS AND DETAILS. (SHEET 2 OF 4) CORNER CURB RAMPS (SHEET 3 OF 4) MID-BLOCK CURB RAMPS (SHEET 4 OF 4) SIDEWALKS AND CURB RAMPS AT DRIVEWAY, RAILROAD, MEDIAN AND ISLAND CROSSINGS. "ENGINEER'S CERTIFICATE" "I, THE UNDERSIGNED, A REGISTERED ENGINEER IN THE STATE OF ALABAMA HOLDING CERTIFICATE NUMBER _.lll.i? __ , HEREBY CERTIFY THAT I HAVE DESIGNED THE WITHIN IMPROVEMENTS IN CONFORMITY WITH APPLICABLE CODES AND LAWS AND WITH THE PRINCIPALS OF GOOD ENGINEERING PRACTICE. I FURTHER CERTIFY THAT I HAVE OBSERVED THE CONSTRUCTION OF THE WITHIN IMPROVEMENTS, THAT THE SAME CONFORMS TO MY DESIGN, THAT THE WITHIN IS A TRUE AND ACCURATE REPRESENTATION OF IMPROVEMENTS AS INSTALLED AND THAT SAID IMPROVEMENTS ARE HEREBY RECOMMENDED FOR ACCEPTANCE BY THE CITY OF FA~2¢/~ PROJECT ENGINEER 11/16/2020 DATE NAME OF PROJECT TO WHICH THE CERTIFICATE APPLIES PLANS WHICH ARE CERTIFIED CONSIST OF PAGE _ 1 ___ THRU __ 18 _, EACH OF WHICH BEARS BY SEAL AND SIGNATURE." RIVER PLACE It CO. RD. NO. 32 r<) • r<) 0 "" ,~ ci "' z"" <( ci a_ (~ LAT: 30"28'( 7.18"N~ """" LONG: 87' 49'1 7'59"w ci ~ 00< ci "" j I w 0 "" MEADOW RD. w a: NTS 0 _J 0 V ICI NITY MAP 1" = 1000' THESE PLANS HAVE BEEN DEVELOPED IN ACCORDANCE WITH "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, 2011 EDITION". ALL MATERIALS AND WORK SHALL CONFORM TO THE ALABAMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, 2012 EDITION. DRAINAGE CALCULATIONS ARE BASED UPON 2 THROUGH 100 YEAR STORM FREQUENCIES, UTILIZING THE RATIONAL METHOD UNLESS NOTED OTHERWISE. SPECIAL PRECAUTIONS SHALL BE IMPLEMENTED BY THE CONTRACTOR, IN ACCORDANCE WITH THE ALABAMA HANDBOOK FOR EROSION CONTROL, SEDIMENT CONTROL, AND STORM WATER MANAGEMENT ON CONSTRUCTION SITES AND URBAN AREAS BY THE ALABAMA SOIL AND WATER CONSERVATION COMMITTEE, VOLUMES 1 AND 2, 2009 EDITION, TO PREVENT SEDIMENT LADEN STORM WATER RUNOFF OR ERODED MATERIALS FROM LEAVING THE CONSTRUCTION SITE. ALL APPLICABLE STATE AND FEDERAL PERMITS FOR THIS PROJECT HAVE BEEN OBTAINED INCLUDING THE N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE. INDEX OF DRAWINGS:: 1 OF 18 2 OF 18 3 OF 18 4 OF 18 5 OF 18 6 OF 18 7 OF 18 8 OF 18 9 OF 18 10 OF 18 11 OF 18 12 OF 18 13 OF 18 14 OF 18 15 OF 18 16 OF 18 17 OF 18 18 OF 18 COVER SHEET SUBDIVISION PLAT PLAN & PROFILE MISCELLANEOUS DRAINAGE PROFILES DETENTION POND PLAN DRAINAGE AREA MAP & CALCULATIONS ROAD CROSS-SECTIONS EROSION CONTROL PLAN EROSION CONTROL DETAILS MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS WATER SYSTEM DETAILS SUMMARY OF QUANTITIES & NOTES AERIAL PLAN COMMON AREA SITE LAYOUT PEDESTRIAN CIRCULATION PLAN LIGHTING PLAN TRAFFIC CONTROL PLAN WATER: CITY OF FAIRHOPE BALDWIN EMC FAIRHOPE UTILITES AT&T POWER: GAS: TELEPHONE: ENGINEER'S CERTIFICATE I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL. ENGINEER IN THE STATE OF Al.A8At.lA HOLDING CERTIFICATE NUt.lBER 9347, D HEREBY CERTIFY THAT I HAVE RE'vlEWED THE DESIGN HEREIN WHICH WAS DONE UNDER llf DIRECT CONTROL AND SUPERVISION AND THAT, TO THE BEST OF ~y PROFESSIONAL. KNOWLEDGE AND TO THE BEST OF llf BELIEF, CONFOR'-1S TO THE REQUIREt.4ENTS OF THE FAIRHOPE SUBDIVISION REGUI.ATIONS AND TO AI..L OTHER RULES, REGULATIONS, LAWS, AND ORDINANCES APPLICABLE TO MY DESIGN. $4/4~· t.41LLARD R. AUSTIN, P.E., P.LS. PROJECT ENGINEER 11/16/2020 DATE RIVER PLACE SUBDIVISION WHICH ARE CERTIFlED CONSIST OF PAGE C1.0 THRU C10.0, EACH OF WHICH BEARS MY SEAL AND SIGNATURE. 11-16-2020 1 OF 18 AS-BUILT I I REQ'D CONNECT TO I EXIST 6" WATER MAIN I Z PROVIDE 6" TAPPING I VALVE & SLEEVE. I I I REQ'D 4 1 SLOPE--+-- PAVED HEADWALL INV.=67.24' REQ'D: 76 L.F.---;-_ 44"x27" RCAP @ 1.0 REQ'D: RELOCATE EXIST. POWER POLE. COORDINATE W/ RIVIERA UTILITIES ~ REQ'D: RE-GRADE 278 L.F. EXIST. ROADSIDE DITCH @ 0.8% 23 --1 MINIMUM I FFE = 67.50 REQ'D: WATER LATERAl L LATERAL MUST BE BORED UNDER H,ERJ ==-:".] ----:1 ' COMMON AREA 05 AC.) COMMON AREA ,--- 21 MINIMUM FFE = 70.50 STRUCTURE A-B SJA. 1+58 LT. & RT.\ REQ'D: SINGLE "s" ..J 7NLETTHROAT=ID4 INV. 18" LT.ccc66.64' INV. 18" RT.=66.51' REQ'D: 18 L.F. 24" RCP @ 7.89% 19 MINIMUM --HE ~69.50 STRUCTURE E-F STA. 5+15 LT. & EQ'D: DOUBLE "s NLET THROAT =68. . 36 RT.=63. " ~ ooo· ao-l 00-0-lo-l o-gg # 73,::Jl:!Vd PROPERTY LINE r----------i-- 1 6 I I I STRUCTURE K -I STA. 7+43._39_ ~~I ~·o_;_;,_1~ INLET THROAT= 70.0 N\I. 18~=6T63' - NV. 24"=67.13' SEE DETENTION POND PLAN c, ---REQ'rr: -ASP-HAlJ PARKING I WILLBE FWSH--wJ11j CONCRETE _CUl¥3 _ I ---1 5 , I MINIMUM I 1 FFE = 70.50 r _ REQ'D' 6" FIRE r HYDRANT ASSEMBLY (TYP.) liirn'D: TYPE R-3 CONG. sc"URB ~R (TYP.) \ - ,'i"N'~;;:,-:..;;~£~~~---'--;;;,;'==c'ZIJ='G.'.<i=-z.;=~:;,:='±.oi.;;;;;_c;._....;;_ ~ :i; z 0 :::, ::,; 0 u --□-- "' _.-,<1 ,,.--I r 14 I I MINIMUM I -I FFE = 70.50 I S~RUCTURE 0 S,TA. 11 +57.00 1£Q'D: SINGLE l~LET THRO~ llw.---1 B"Qi8.1 ' I REQ'D: OUTLET CONTROL STRUCTURE OVERFLOW=65.0' INV.=61.65' SLOPE PAVED HEADWALL T - ( I I INV.=62.00' ---- 13 -MINIM □ \ FFE=70 I RAD. PT_---;_, STA. 13 S"!RUCIUREP 12+94.3 :-lli1(NH REQ'D: 138 L.F. STRjjCJL!Rr q:'."R I I I I I - - t I. REQ'D: 21 L.F. 18" _ _ HOPE @ 2.09% STRUCTURE S REQ'D: JUNCTION BOX TOP=66.00' INV. 18"=62.42' INV. 18"=62.42' FUTURE DEVELOPMENT TEMP. TURNAROUND EASEMENT R=60' (TYP.) REQ'D: 28 LF. 18 " RCP @ 1.14% STA. 13+80 END ASPHALT r-c~~-REQ'D: CONC. RAVEL CURB (25 LF.) REQ'D: 6" FIRE HYDRANT ASSEMBLY (TYP.) o" ~8-+----+-~-~--i,---'1!1,frl--''d---+-+---,+----,ol-+-I--W--"--,'f----+-~ (TYP.) -7 . -----LIGHT-POLE __ 18" RC~ @__()]61 STRUCTU;: I -sTA. 13+76 LT. & RT./I L . REO'D: SINGLE "s" INLET I -THROAT=69.69' / REQ'D: SIGN "FUTURE THROUGH STREET" ~ REQ'D: 4:1 SLOPE PAVED HEADWALL INV.=68.0' REQ'D: RE-GRADE 188 L.F. EXIST. ROADSIDE DITCH @ 2.1% D REQ'D: 2' WIDE WHITE CLASS II TYPE A THERMOPLASTIC STOP BAR REQ'D: DMDED HIGHWAY SI N STRUCTURE C \ - sTA. 2;1-80.08 ~.1sl REQ'~AliHOLE I 7DP=70.38 STRUCTURE D STA. 3+92 RT. REQ'D: SINGtE "s" I INLET THROAT =69.41 INV. 18"=65.23' I DG. .) STRUCTUR I --:.6t9.84-BEGIN, ') ASPHALT. MATCH EXIST. I ASPHALT GRADE. PRO~Dt BUTT JOINT. I REQ'D: 29 L.F. 18" RCP @ 0.5% r---- 1 :~~~~6 ·~~~E~~NE I /INV. 18"=65.89 I i INV. 30"=64.73' INV. 36"=64.23' I 5 STA. 7+62.25 REQ'D, SINSLf - LET THROAT= 70. INV. 18"=67.80 I I I I 1 O' COMMON AREA (0.05 AC.) I 1 I MINIMUM FFE = 73.00 l L.::.C.. ___ _J REQ'D: 8'. PLANTING STRIP \\1THIN 10' COMMON AREA I REQ'D: 125 L.F. I 18" R2 @ 0501 I MINIMUM I I FF[ = 72.50 I L ----'~~ j vOO"BOO-lOO-O-lO-l0-99 II..,.,.,..,,.,, 3 MINIMUM FFE = 72.50 I i5 :::, I 8 I~ I REQ'D: 251 L.F. 30" HOPE @ 1.72% L~--~ 4 MINIMUM FF[ = 72.00 I I I I I MINIMUM FFE = 72.00 I I I I L ___ _J L .&..REAR BLDG. _J SETBACK (TYP.) STRUCTURE M REQ'D: WEIR INLET THROAT= 73.0' INV.=69.04' 1 NOTE: DETENTION / COMMON AREAS SHALL BE MAINTAINED L.t~t~~18 ; I I 6 I MINIMUM r -FFE = 72.DO 1 L ___ _J L 7 I MINIMUM I FFE=73.00 I _L ___ _j J 8 I I MINIMUM I I FFE = 74.00 t I I L ___ J ooo·soo-l 00-0-lo-l o-gg /I 73::Jl:!Vd I 1,. I I BY THE PROPERTY OWNERS ASSOCIATION AND NOT BY L.P. EL6'.0 I _ I PVI STA:5+21 1 -~ BALDWIN COUNTY OR THE STATE OF ALABAMA. "",':-;~'' STA. 7+43.39 LT.:~ I lo al I -REQ'D: SINGLE "s" ~ ~ EROSION CONTROL NOTE: WATTLES OR EQUIVALENT SHALL h '.-~ INLET THROAT=70.08 o·!' ~ I BE INSTALLED AT ALL INLET LOCATIONS. ~cl , ,, ~~ INV. 18"=67.63' Nil l;-i I STA. 3+92 RT.~ l'l' REQD: 61 L.F. 241 ~ INV. 24"=67.13' I r---STA. t09.B4-BEGIN STA. 2+80.08 16.15' RT. ' REQ'D SINGLE "S" RCP @ 1 25% 1 • ''"fl..l-1,j""""-""' □rn'n-"" un, c \ : STA. 5+ 15 LT. & 'l---, • ~ STA. 5+ 76.56 16.12' LT. j WT A• IAS, HIIT rnmr 000\IID.,_ --TQl'=-,lQ.-Jil-----------"":1----';f-"r' •~'1_, L -----t,eQ'll, OOUBl£----"5 \--/ REQ'D: MANHQL \ 7 1 I / I Bl h" JOINT. _ "'" 1 o" oa INV. 18 =65.23 INLET HROAT-68. \ rnP, ,,;o '7 _ ~-I ',/ /_I ---0.60 INV. pu •b .fj INV. 3 RT. 63.62 \ I I INV. 24" 65.54 .. ~ r, ---•n. °" r _ INV. 36"eeli .23' "v , "IT .,;, S'' II I n 0 myU: ,~ U. jb EXISTING CENTERLINE\ /,/;':FINISHED CENTERLINE R P @ 0.55% GRADE ELEV. (TYP.) GRADE ELEV. (TYP.) -~ -\ Ii ;: ~~ ;: ~; ~~ ~~ ~ ~I ~ .. :::: .., ~ ~~ mg r:: R. r:::;:: t:ltJ~Y.,i,S.?:'~_J__\ (TYPICAL) _ 1 • cll.Q'D,-ffiLWX KIOSK ( 3 r ACKING SUPS) -~fa:□~EAS~~~ ~KING --I CONCRETE SIDEW LK I I i I 9 I z 0 =--::, 0 u ts L•101l.OO' MINIMUM 1 -FEE = ROO -1- 1 I I I L-c.....:---"...::....: .::J- H.P. STA..:10+00 I H.P.EL:71.9 Pv1 EL.:72.1 ~ ~ K-83 + STA. 11+29.05 LT. \ I REO'D: SINGLE "s" _1 .. INLET THROAT= 71.07\ INV. 18" =68.36' I 1 0 I I MINIMUM I FFE=-74,00) \ ,O'SIDE BLDG .• ·--. I V SETBACK (TYP.) I I:..::_:_ __ ~ 20' COMMON AREA INV. 18" RT.~66;8;l' 1 • \ INV. 18" LT.=66.51' I 1 1 I I MINIMUM -I I FFE = 74.00 / I I I I I I I I ·L·-~-----·_j INLET THROAT=70 92 THROAT=69 69 PVI STA.:9+94 I 1/~ ,~: ,< II ,< 11 ~d l~d ~~ ~~ ·r ,EXISTING CENTERLINE 1 -1 STA. 11+29.05 LT. REQ'D: SINGLE "s" INLET THROAT=71.07 INV. 18"=68.36' STA 11+57.00 LT STA. 13+ 76 LT. & RT\ REO'D SINGLE "s" REQ'D SINGLE, "s" INIET INV. 18"=6817' INV 18" RT =66 83' 8 INV 18" LT.=66.51' I ijl STA. 12+94 38 15.63' LT -I :, REQ'D MANHOLE I ~ I I GRADE (TYP.) I TOP=7~,59 !' I \ II~ • IU ·U/. L I \ =o~,:-----I GRAD (TYP.) , I I I I / REQ D: 38 L.F. _/ '''-"' LJ, UV .. ,u I I 18" RCF @ 0.76% RCP @ 0.7p% I l"L\olU: LO Lr, 110- RCP@ 1.14% I ~2 ~~ ~2 O'!~ ~ '"':~ ~~ ~~ ~~ O! N I r::;:: r::;:: ;: R. I NOTE: SHOULDER WIDTH, SLOPE AND DITCH FRONT SLOPE ALONG RIVER PARK ROAD SHALL NOT BE DISTURBED. STA. 13+80 END ASPHALT L,, ,..,,,----REQ'D: CONG. RAVEL CURB IV (25 L.F.) / 70 11/16/2020 I 1~ 1 ~o+~oo---o-++5-+J---1~+~00---1-+~50 ___ 2+~00---2-++5_o ___ 3~+-oo ___ 3_+~5o ___ 4+~0-o--~---~---,__--~---~--~---~1----~--~---~--~~--~--- ~I 4+50 5+00 5+50 I 6+00 6+50 7+00 7+5p 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 I 13+50 GRAPHIC SCALE 1 RIVER PLACE HONS DRIVE:PLAN & COUNTY ROAD NO. PROFILE 33 BALDWIN COUNTY, ALABAMA DESIGNED BY: MRA DATE: 2/12/2019 DRAWN BY: JLC DRAWING NO.: CHECKED BY: MRA SHEET 3 SCALE: I "=50' H., 1 "=5' V. 7778-B McKINLEY (251) ( IN FEs-r ) 1 inch -50 ft. VE. MOBILE, AL 36608 633-0997 AS-BUILT 7 ----- REQ'D: 615 L.F. DRAINAGE\ SWALE @ 0.5%. 2:1 SIDE SLOPES, 1' DEEP. \ REQ'D: WEIR INLET,\ THROAT= 73.0' INV.=69.04' \ FINISH GRADE GRAPHIC SCALE ( IN FEET ) REQ'D: 300 LI . DRAN GE-78 SWALE @ 0.2% 2:1 SI E 1 inch -50 ft. -,--------------\ (TYP.) D GRADEl \ /EXISTIN (TYP.) SLOPES, 1' DE P. 7 --\ I --f,--7 7 REQ'D 251 L.F. 30" HOPE --------- @ 1. 2% -----. V EXISTING GRADE\ -FINISHED GRADE : E EV. (r P.) I ELEV. (TYP.) \ I ~~ r1 ~ "':~ ~~ ;~ ~ ~~ ~~ ~~ ~2 ~2 q8 ., m i:::: r::: I(?~ ;,: ;:i ;t ~ o+oo 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 NORTH SWALE DRAINAGE PROFILE I -- q ~ i=!:f2 q :g rtf2 ~8 ~~ ~~ 6+50 7+00 7+50 8+00 8+50 - - "''" ~ f2 ~~ 9+00 9+50 -REQ'D SINGLE "S" INLET 76 74 72 7 V 0 8 NOTE: SOLID SOD ALL SLOPES. 11/16/2020 D ,-REQ'D: WEIR INLET THROAT=73 INV.=69.04 REQ'D SINGLE "S" INLET :THROAT=69.44~' REQ'D: SINGLE "S" INLET ROAT =69.69' TH THROAT =69.69' rREQ'D: 3:1 SID . o' 7 7 V 6 6 6 V 2~ 0+00 - 6 6 64 " -- q 8 :s::g 0+00 IN V, 18" RT.=66,83' INV. 18"=65.23' i.v ,n"-sA. ,s' INI/, 36" •64,23' \ FlNISHED GRAD ll (TYP.) / REQ'D: DOUB E "S" I EQ'D: MANHOLE -I 74 ------\ !EQ'D: DOUBL __ :s~~ t di I '""' , .... v, ·UU, 0 OP=65.79' ------f,.11 IT ,., ,,....,...,. INV. 36" LT. 63.62' 1,111 o," .so oo' -----\ I; / / EXISTING GRAD I 72 r-----------.. -------------\ 1Nv. 36" RT.= 63.62' (TYP.) I W. 36"=61.88' -------n--L __ j_ liC~ u: 11 u.1;.\ I 7 i------___ i---------- -------- I / ----4" RC P @ 7.89% ' - INV. 18" LT.=66.51' I t 3' FINISHED ~~c°ri;;-;7 if EQ D: JUNCTI µN BOX di ~ 7 FILL AS OP-66,00' II c--l ENGINm (TYP.) I IN. 18"=62.4' "·" 10" .ao V 1 -o ,~ u: 10 U. lu \ I H JPE"® z._33% 6 - REQ'D: 4' EARTHEN BERM TOP EL .. =65.5' REQ' P: OUT~~ :C NTROL STRUI TURE~ v,o, --·vo,v \ INV. 61.65' ---EXIST! I\ I \ I \\ I SOLID SOD SL w 72 ~ I= 70 w ~ a:l E SLOPES . OPES (lYP.) ~ -, ------ ----------- ----c--\----. /~~~·J : 21 L.F. 24" / (TYP.) NG GRADE \\ I t-------,__ REQ'D: 251 L.F._j REQ'D: 115 L.F.~c----I ! 30 Huet ~ 1.IL7, 10" "'-" u.a/1, D: 119 L.F.-j REQ' L REQ'D 29 L.F. 36' EXISTING GRADE\ -FINISHED GRADE 36" RCP @ 0.38o/c RCP I 0.55% "Wu: LC ~u.~ ELEV. (r P.) I ELEV. (TYP.) 36" HOPE @ 0.69% \ I ;:!s ~ ~~ ., si' ~~ ~~ ~~ ~~ ;: ~~ ~~ ~ ::2 ~" f.,! ~ r:: r=:: 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 DRAINAGE PROFILE BETWEEN LOTS 3-4, 18-19 REQ'D: MANHOLE SCALES: 1"=50' HORZ. TOP=65.79' INV. 24"=62.88' 1" =5' VERT. INV. 36"=61.88' REQ'D: 17 L.F. ~ 24" RCP @ 7.89% REQ'D: 3:1 SLOPE\ r REQ'D: 14 L.F. 36" REQ'O: 425 L.F. DRANAGE\ SWALE @ 0.5%. 2:1 !'JDE PAVED HEADWALL HOPE @ 0.80% SLOPES, 1' DEEP. INV.=64.3' \ FINISHE p GRADE\ r EXISTIN GRAD! \ \ \ I (TYP.) (TYP.) _ _i __ -----\ I \I \ ~ ---- I ·---- ;~ ;~ 6+00 6+50 REQ D. 14 L.F. 36 HOPE @ 0.80% 6 ~ ' 2 : - REQ'D: 5' EARTHEN BERM~~ TOP EL .. =65.5' REQ'D: OUTLET CONTROL STRUCTURE\ OVERFLOW=65.0' INV.=61.65' I\ \ TOP OF BER~ EL. 6! .5' "" 6 6 : I\ \ -------- i,1 ? CQo/. -------------------1 ------- r--L-_ ~j -------------;----- ,,1......,_'u: LO .. IC ~ ~ RCP@1.1% ~ _,.,.,----I NV =62.00' E ISTING GRADE\ /FINISf ED GRADE E EV. (n P.) ELEV. (TYP.) \ I ~~ ~~ a: ;~ ;~ ., ill ~i r;; :;; ~~ o+oo 0+50 1+00 1+50 2+00 2+50 3+00 3+50 WEST I SOUTHWEST _, REQ'D 3 1 SIDE SLOPES. SOLID SOD SLOPES (TYP ,) REQ' D: RE -GRADE 188 L.F. EXIS T. ROADSIDE DITCH @ 2.1 % -PROVIDE 10 S.Y. CL.2, R RIP-RAP W/ FILTE FABRIC 70 w z 8 ~ REQ'D: 4: 1 SLOPE PAVED HEADWALL INV.=68.0' \ \ 6 OVIDE 10 S.Y. CL.2, -RAP W/ FILTER FABRIC 6 .. .L 1----------~c.:::::[Q _QUEKM_J1. QQ,~~---~ r-PR ' I ' RIP ·--:. l~•vv •ft' / --/-:, 2 El 61 LJ I~ :o ii~ ~~ i~ a~ q5 :2:3 ~~ 4+00 4+50 5+00 5+50 6+00 6+50 L REQ'D: 24 L.F. 2 4" HOPE DRAINAGE PROFILE @ 0.50% --REQ D. RETENTION POND OVERFLOW EL.=64.0' NORMAL POOL EL.=61.65' BOTTOM = 59.5 REQ'D: RE-GRADE 278 LJ. EXIST. ROADSIDE DITCH @ 0.8% 74 70 \ \i -- Hf\ Ii - 1~ /INV.-61.77' EXISTING GRADE\ /:FINISf ED GRADE ELEV. (TYP.) ELEV. (TYP.) \ J iii~ "~ ;; ig~ q[:j $~ .,:;i "'R .. ~ .. ~ ii :s ~ :Ii i :s ~ sg isg !8 ~ !8 :2 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 SOUTHEAST DRAINAGE PROFILE OVERF OW EL. 65.00' "" NOR~ ~ POOL EL. 61.65' LJ f<2" 61.4' EXISTING GRADE FlNIS ED GRA E I 0 Cr+-+---ELEV_.('-t-P~) _ __,,_-+-,~-+--~~--1----+--~-~--~-~-+--~-~~--+-~-~-~--1--+-frO ELEV. (TYP.) 6+50 7+00 7+50 8+00 ~ 8+50 REQ D. 24 L.F. 24 HOPE @ 0.50% RIVER PLACE o+oo 0+50 DRAINAGE PROFILES MISCELLANEOUS COUNTY ROAD NO. 33 BALDWIN COUNTY, ALABAMA "m "" "l ~ .. .i ;~ ~~ .. al ;~ q ~ ii i:: R ;:::: r=: ~R mg g~ 11 ;1; 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 DRIVEWAY / DITCH DRAINAGE PROFILE DESIGNED BY: MRA DATE: 2/12/2019 DRAWN BY: JLC DRAWING NO.: CHECKED BY: MRA SHEET 4 SCALE: I "=50' H., 1 "=5' V. 7778-B McKINLEY (251) VE. MOBILE, AL 36608 633-0997 AS-BUILT I I I I I I \,, I I $ I I I I I I --- .. -7 I - I I I I -I I -. -1"'"' :-- I I I I -1- 1 1095 88.12 GS Line Dnstr Line Defl J cf Known Drnge Runoff Tc In let No. Line-ID Line Length Ang le un JOn Q Ar ea Coeff Metho d Tlme No . (fl) (deg ) Type (ds} (ac) (C) (min} ~ H :ro G l □u tfall l 13,832 j 5.297 ~ He.ad!wall J o GO j o 00 o.oo_ ~ User I o o I 2 G TO F 1 253.449 ,-95.049 Curb Inlet 0.00:=t?-OO t 0.00 Use ~ 0.0 3 1 FTO L r 21 60 .937 -90 86~r Manhol e1 0 0~ I ~-00 0.00 l User ....j 0.0 1 4 j L TOK 3 168.283 17 ,059 Curb lnle~ 0 00 0.41 0.40 TR55 33.2 5 K TOj 4 34.371 , 53 .967J Curb lnlet1 0.00 1 1.'.34 r 0.40 I TR55 , 27 .0 I 6 FTO E 2 28.976 -0.219 Curo Inlet 0.00 0.88 j-0.40 TR55 34.2 7 1 ETOD 6" 119.121 167 .956 CurblnletJ 0.00 1.91 I 0.40 TR55 25 .5 ] 8 DTOC I 7 115.060 -1 .070 Manhole 0.00 1.95 0.40 TR55 29.1 9 c TO B 8 [124 ass J 21.4281 cu rb Inlet o.□o I □.28 I 040 TR55 27.6 j 10 B TOA 9 128.739 91.890 1 , Curt> Inlet ! 0.00 0.22 j--o0 .. 44o0 TTRR55s 5 1 8 37.49 I 11 □ T OM I 7 250 .634 ,-67.870 None 0.00 [ .8:76 l- 12 I TOG 18.000 -5.297 1 Heaclwa ll 0.00 2.93 0.40 TR55 28.1 I r I I r I I Li0e lnl.et GroolRim Grnd/Rirn Invert Invert No. ID lc]eVDn El ev Up Dn Up (ft) (Ill (fl) (fl) G E1 77 &5.79 61 77 61.88 2 F 65.79 6&.75 61 .88 63 .62 3 L 68 75 69.37 64 . S 65.St 4 K 69...3 7 0.08 65.54 67.tl 5 K 70.0& 70.5 67.63 67.&{) 6 E 68.75 68 . 5 63 .62. 63.78 7 D 58,75 6941 63.62 6-l.23 g C 69 .41 70.3& 65.23 l;!i.SS 9 B 70.3& 70.74 65.&9 66.5 7 10 A 0.74 0 4 66.50 66 .64 11 M B9~i 7100 l>l .73 £9.0d 12 I 65.79 64 ,30 62.&8 64.30 REQ'D: 5' EARTHEN BERM TOP EL .. =65.50' ·- ---------------- 1 I 1117 "'·"' GS DETENTION POND NORMAL POOL = 61.65 BOTTOM = 59.50 6+51 11111 "·" cs COMMON AREA ' ------i-- 1116 &ti.28 GS In vert Line El ev On Slope (ft) (%} 61 .77 o ~[!_ I 61.88 0.69 1 64.78 1.25 65.54 0.94 67 .fi3 0.49 63 .62 0.55 63 .62 1 0.51 6523 ()57 65 .89 I 0.50 66.50 I 0.49 64.73 1]2 62.88 I 7 .89 I ------------------- Invert Line L. Line Ele v Up Rise Tine Span (fl) On.) ype (in ) No . N J-Lo-ss lnl/Rim lnl/Rim Barrels Value Co eff Ele v Dn Ele v Up (n) [K) (ft ) (fl) Llne , Dostr Line Defl J cti Kno w n Drnge Runo ff Tc Inlet In vert Line No . Line ID Line Length Angle un on Q Ar ea Coe ff Method Time Ele v Dn Slope No . (ft) Ldeg ) Type (ds ) (ac ) [CJ (mm ) (ft) (%) 61.88 I 36 j ~ir j 36 ~ 1 63.62 36 Cir 36 65.54 1 24 rrr 24 0.013 1 1.50 61 .n I 65,79 0.013 1.50 65 .79 68.75 1 ESTOS (outfall 20.761 1-122284 1 Mant1ole I 0.00 I 0.00 I 0.00 I User I-0.0 I 62 .00 2,02. 2 S TOruQ 1 174 ,266 '.3 4.0~-t +Curt> Inlet O.OO J 0.32 0 .40 TR5~-j-~/ ~3 2.34 3 a TOP 2 83.38 ·1 ~0.458,.J. Manhole J. o oo o.oo=r.oo Use ~o.o I· ~~-51 073 67 13 24 Cir 24 67 .80 j 18 1 Cir r 18 63 .78 361 Cir 36 ::~! ~~ ~:: ~:1 66.51 l 1s 1 Cir J 18 66.64 11~-j Cir 1 18 69 .04 30 I Cir 30 64.30 I 24 I Cir 24 I ra .□13 r 0.34 68.75 r 69 ~7 - 0.013 , 1,26 69 .37 7008 4 PTO O 3 137.050 -7 ,620 Cu ro In let 0.00 021 0 40 TR55 25.0 6712 077 5 O_TON 4 _ 4 □~-~-~38_22 !_g urbln1eg 000 1 073 ·1_0"4~-T~55 j 37_~1 m17 0.47 I 0.013 1.00 1a"os J 10 51 1 0.013 1.41 68.75 68.75 1 lo 0131 1,41 68. 75 J ~~41 Q T~ 2 28 .739 -10 .005 [c urb lnlet 1_ 0~7 0.40 TR55 37 .7 66.51 1.11 0.013 0.42 69.41 7()38 10.013 ! 1.50 10.Ja t 7074 Line Ir.let I Grn<l/Rim · J Grntl/R.im J ln•;ert I Invert f-.l o. ID El ev Dn El ev Up □,, Up 0.013 1.00 70.74 70 .74 I 0.013 J 1.00 69.41 1 n.oo 0.013 1 00 65.79 64.30 I (fl) I (ft] I 1 s 62.00 66.00 2. R 66.00 69.69 3 p 69.69 70.59 - 4 0 70 .59 ,il.n -!i-N 70,92 71 .07 6 Q 69.69 69 .69 RIVER PLACE DETENTION POND PLAN COUNTY ROAD NO. 33 (ft] I 62..00 62.43 S&.51 6"1.12 6B.17 - 66.51 BALDWIN COUNTY, ALABAMA (ft) 62.42 66.51 67.12 68.17 68.35 86.Sl DESIGNED BY: MRA DATE: 2/12/2019 DRAWN BY: JLC DRAWING NO.: CHECKED BY: MRA SHEET 5 SCALE: I "=20' ---( Invert Llne . Ele v Up Rise Line (ft ) "(i n) Tyi,e 62.42 I 18 Cir 66~~ 18 Cir 6712_,..J 18 Cir 68 .17~ 18 Cir 68.36 18 Cir .. - 66.83 18 Cir I I I Line Span On ) 1~ 18 18 18 18 18 ---------'"" 67.85 GS ------ No . N J-Loss Barrels Value Coeff (n ) (K) 0.013 I ~, 0.013 , ... ------- lnlJRim lnl/Rlm Ele v On Ele ~ Ui, (ft ) (ft) +---+---+- 0·013 ~-t•i 1 0,013 1 _:ni o~3 1 0.013 D 11/16/2020 GRAPHIC SCALE ( IN FEST ) 1 inch -20 ft. 7778-B McKINLEY (251) VE. MOBILE, AL 36608 633-0997 AS-BUILT -r= - J I ~--- FUTURE DEVELOPMENT r- 1 I I 1: ,] r- 1 I I I __ ···~.-··.· .. ·.·-... ·•.~ .... -... · .. •••• .. ··• •. •• ..•. •.•.• ..••••... • .... ·.: -1 .··-•. . ... •• ' '· ' /// •, __ \ RIVER 8.3r AC QFF-S~E AC PLACE \ .r----~-~.-- 1 I I I I -u ------------1 • - I~ l'li 1; Lo li DRAINAGE AREA MAP & CALCS. DESIGNED BY: MRA DRAWN BY: JLC COUNTY ROAD NO. 33 CHECKED BY: MRA BALDWIN COUNTY, ALABAMA SCALE: 1"-100' DATE: 2/12/2019 DRAWING NO.: SHEET 6 NOTE: DETENTION / COMMON AREAS SHALL BE MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION AND NOT BY BALDWIN COUNTY OR THE STATE OF ALABAMA. GRAPHIC SCALE ( IN FEET ) 1 inch -100 ft. D 11/16/2020 EROSION CONTROL NOTE: WATTLES OR EQUIVALENT SHALL BE INSTALLED AT ALL INLET LOCATIONS. NOTE: SHOULDER WIDTH, SLOPE AND DITCH FRONT SLOPE ALONG RIVER PARK ROAD SHALL BE MAINTAINED & SODDED. 7778-B McKINLEY (251) VE. MOBILE, AL 36608 633-0997 HONS DRIVE AS-BUILT f ,r 20 ~ r l -10 0 10 it-1: 20 3~8 l 20 11+00 i----12· 20' J~ u " TEMP. TURNAROUND~ EASEMENT i----------__:_-'--------------+~--------~'---------___JI /TEMP. TURNAROUND I/ EASEMENT 60' I 60' 45' 45' I TEMP. TURNAROUND> l di TIEMP. TURNAROUND> \ ASPHALT ~ ASPHALT ~ Cl< I I \ --...j. -I - ;6\:o---_-_-_-r:o---_-_-_-:::j_o _________ J-n _________ J-n-_-_-_-~-J-n-_-_-_-}/a'o..._ ________ ---!.k----_-_-_-=---_-_-_-_ _jJ ___________ ~_-_____ =-=-=-=-=-=-=-~68 5E50 50 40 30 20 10 g: 10 20 30 -10 50 6~6 68 13+13 RADIAL POINT TEMPORARY TURNAROUND 74 72 ,. ~ 1g m I 0 I ., t F=======+====F====+:i:======t=====⇒i=====t=======t====:i:===jt=======:]74 ---------y----72 ~I L · f ! j .-;---b1: 1 1r~r1: 70 ~ 6650 ~r=:: 40 30 20 10 0 10 8+57 ,. ,. ----- ~ -----Cl< u Cl< t= =t 1 J= ~ 1: 1-r 7:: ,:,i:1"1 6830 r:::r:: 20 -10 0 10 20 3~8 1+00 30 20 10 0 10 20 3~8 t FlNISHED GRADE (lYP.) \ d / EXISTING GRADE (lYP.) t ?2•.----t1--------'\~I +I--, __ ---=i:.J_~72 70Ft-:::~~~~::~~~~~~~~~-~g§~~~~~;~~:::::::~:~J70 68t-----------..-~~----J------_j6B 6;E63'ino---::c2;;;-o-----,1°0 --/-;P-""a'~ffi~~,---101,l,-o---2=o __ _J3~6 EXISTING GRADE ELEV. (lYP.) _/ 6 t QQ ~ FINISHED GRAOE ELEV. (lYP.) ,. ,. ----- ~ -----Cl< u Cl< =t h + d 1: 7 J I r c:itd 6630 "~ 20 10 0 10 20 3~6 2+00 9+00 t I I 20 ,. ----- ~ Cl< u =t) i "'7 k 6630 20 -10 0 3+00 RIVER PLACE ROAD CROSS-SECTIONS COUNTY ROAD NO. 33 BALDWIN COUNTY, ALABAMA I I -10 0 10 20 3/j8 10+00 f 20 ::,--I ---! ---r [ ---t 1: 10 0 10 20 3/j6 8+00 D ,. ,. ----- ,. ----- ~ Cl< Cl< ----- Tl u Cl< r 1: =t t J 7 J 1: I j ""7::: I r "" 6 0 ~"' m~ 10 20 3~6 6630 20 10 0 10 20 3/j6 4+00 11/16/2020 GRAPHIC SCALE ( IN FEST ) 1 inch -10 ft. DESIGNED BY: MRA DATE: 2/12/2019 DRAWN BY: JLC DRAWING NO.: CHECKED BY: MRA SHEET 7 SCALE: i 1" 10· H .• 1" 5' V. r?nn~~~~ /, I I// i 1 (' £} I II I I I I II '\ 1,1/,,/// /,f.'-)7 r ""'-=--------- ;"':Ja,-.,., ~--- 7778 B McKINLEY VE. MOBILE, AL 36608 (251) 633 0997 AS-BUILT REQ'D: SILT FENCE, TYPE "A" (TYP.) I I I 'I I I 23 -·--- 21 2 115 70.5 "" REQ'D: WATTLE (TYP.) f.11a· I 6'6.30 qo1 3 19 4 z 0 ~ 0 u 0 N REQ'D: SILT FENCE, TYPE "A" (TYP.) 00O"Ll0-LOO -LO-L0-9<; # 73,0~ 1 6 6 7 .. ----- ~- 15 REQ'D: TYPE R-3 CONC. SCURB & GUTTER (TYP.) ------------ 8 ---------------- ~ _".':C-- z 0 :::, :::, 0 u -----~--- ~ « z ----.'':-~---- 0 u 55 ------- TSG PS REQ'D: 3DO L.F. DRAINAGE SWALE. 2:1 SIDE SLOPES, 1' DEEP. vOO"BOO-LOO-O-LO-LQ-9<; EROSION CONTROL NOTES: REQ'D: 500 L.F. DRAINAGE SWALE. 2:1 SIDE SLOPES, I' DEEP. 1. CONTRACTOR SHALL NOTIFY COMPLIANCE PERSONNEL OF THE PROJECT PRE-CONSTRUCTION MEETING PRIOR TO COMMENCEMENT OF CONSTRUCTION. REQ'D: WATTLE (TYP.) ooo·soo-L 00-0-Lo-L o-gc; # 73:J~Vd 2. THE MEASURES SET FORTH IN THE EROSION CONTROL PLAN ARE INTENDED AS THE MINIMUM STANDARDS, ANY EROSION CONTROL MEASURE BEYOND THAT SPECIFIED IN THE PLAN, THAT IS REQUIRED TO COMPLY WITH LOCAL, STATE, AND FEDERAL LAW, SHALL BE IMPLEMENTED. 3. ALL EROSION AND SEDIMENT CONTROL PRACTICES MUST BE IN ACCORDANCE WITH THE ALABAMA HANDBOOK FOR EROSION CONTROL, SEDIMENT CONTROL AND STORM WATER MANAGEMENT FOR CONSTRUCTION SITES AND URBAN AREAS, VOLUME 1 AND 2, LATEST EDITION. 4. IN THE EVENT THAT EROSION PREVENTION AND CONTROL DEVICES SHOWN IN THE EROSION CONTROL PLAN PROVE NOT TO BE EFFECTIVE, ALTERNATE METHODS FOR MAINTAINING STATE WATER QUALITY STANDARDS FOR DISCHARGE FROM THE CONSTRUCTION SITE WILL BE REQUIRED. ALL ALTERNATE EROSION PREVENTION AND CONTROL DEVICES MUST BE REVIEWED AND APPROVED BY LOCAL AND STATE COMPLIANCE PERSONNEL PRIOR TO PLACEMENT. 5. DAILY INSPECTIONS SHALL BE MADE BY THE ENGINEER OR ITS DESIGNEE TO DETERMINE THE EFFECTIVENESS OF SEDIMENT AND EROSION CONTROL EFFORTS. ANY NECESSARY REMEDIES SHALL BE PERFORMED WITHOUT DELAY. ALL SEDIMENT, EROSION, AND TURBIDITY CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKDAY. 6. THE CONTRACTOR SHALL INSPECT INSTALLED BMPS AT LEAST ONCE EVERY SEVEN (7) DAYS AND REPAIR OR REPLACE ANY DAMAGED OR INEFFECTIVE DEVICES. 7. THE CONTRACTOR SHALL INSPECT INSTALLED BMPS WITHIN 24 HOURS AFTER PRECIPITATION EVENTS OF 0.50 INCHES OR GREATER AND REPAIR OR REPLACE ANY DAMAGED OR INEFFECTIVE DEVICES. 8. DISTURBED AREAS SHALL BE IMMEDIATELY GRADED, SODDED, OR VEGETATED UPON COMPLETION OF CONSTRUCTION ACTIVITY. 9. EROSION CONTROL DEVICES; SILT FENCES, HAY BALES, WATTLES, RECP'S OR PINNED SOLID SOD SHALL BE NECESSARY TO REESTABLISH VEGETATION WHERE DITCHES AND SLOPES ARE SUBJECT TO HIGH DRAINAGE VELOCITIES. RIVER PLACE EROSION CONTROL COUNTY ROAD NO. PLAN 33 BALDWIN COUNTY, ALABAMA DESIGNED BY: MRA DRAWN BY: JLC CHECKED BY: MRA SCALE: 1 "-50' 1 2 -------- ,.J 1 1 0 9 ------------------- ., I TYPE "A" (TYP.) I •v-----· REQ'D: SILT FENCE, c5 • FUTURE ~ z 0 :::, l u ; .. DEVELOPMENT I i - •tt--::----STA. 13+80 END ASPHALT REQ'D: CONC. RAVEL CURB (25 L.F.) 20' COMMON AREA DATE: 2/12/2019 DRAWING NO.: SHEET 8 EROSION CONTROL LEGEND _x_x_ SILT FENCE, TYPE "A" '--/ WATTLE CHECK DAM @@ TOP SOIL / PERMANENT SEEDING 0 SINGLE/DOUBLE WING INLET PROTECTION @ EROSION CONTROL BLANKET 0 DROP INLET PROTECTION GRAPHIC SCALE ~ @ OUTLET PROTECTION ( IN FEST ) 1 inch -50 ft. 7778-B McKINLEY (251) VE. MOBILE, AL 36608 633-0997 STOP AS-BUILT 2' MIN. COVER A-2-+ OR BETTER COMPACTED TO 951 STANDARD PROCTOR NOTES: 1. ALL STRUCTURES SHALL BE PRE-CAST OR POURED IN PLACE. EXCAVATED TRENCH WIDTH FINISHED GRADE 12· PIPE ZONE NO 467 STONE (6" THICK) PIPE JOINT WRAP N.T.S. NOTE: JOINTS ON ALL STORM DRAN PIPES SHALL BE PIPE WRAPPED WITH A NON-WOVEN FlLTER FABRIC AS SHOWN ~ THIS DET/>JL. OUTFALL TRENCH BACKFILL DETAIL N.T.S. :r WEEP HOLE w/e"XeR GALV. SCREEN 1/2M MESH AND 1 CU. FT. OF GRAVEL (TYP.) MANHOLE FRAt.1E &: COVER VULCAN V-1823-1 270 LBS TYPICA L SECTION "' JUNCTION BOX DETAIL N.T.S. ,. BOTTOM OF POND: 59.50 4'-4" (15"-30" PIPE) -+---g----t-- : BANHOLE : I I : : : : --1-------------------t-- : SEE PLAN & PROFILE i : ______ FOR ELEVATIONS ______ : PLAN VIEW NOTE: STEPS REQUIRED FOR BOX HEIGHTS 4'-0" AND GREATER. WEIR INLET DETAIL N.T.S. .EJ..Atj ,. REINFORCEMENT AS REQ'D s·-o· I-· -·.. --~ -: -.. .. ":"""' •. ~---·,--a:-:·--:.' .. :i: .. r•·· ,. -. .,_ •· .·." I. • • "' I .• >---+---------+-+---< 1-• .- 1 1·· I r. 4'-o" o I "' f .. TOP ELEV: 65.0' ; •. . I ~: > ':' ~ 1: .;~: ~-\~ ~:.F :j OUTLET CONTROL STRUCTURE DETAI N.T.S. REQ'D: CONC. ISLAND R=6' (13 S.Y.) REQ'D: 3.5' CONCRETE APRON BEHIND TYPE ''N'' CURB IN TRAFFIC CONTROL ISLAND (63 L.F.) SEE SHEET 3 FOR ADDITIONAL INFORMATION. SEE CONCRETE SIDEWALK DETAILS REQ'D: TYPE ''N" CURB (SEE DETAILS) REQ'D: 4' CONC. SIDEWALK (TYP.) llW<!j IWtWII> Ittit.,;~ .. TOP ELEV: 65.0' TOP ELEV: 65.0' 1o ,--;W~Mlc;;;CH-;;;1GAN=-c,vccE--...--R3-1 B" DIA. I I RH ~ 1. STOP SIGN SHALL BE 36" x 36"x 0.08", FASTENED WITH TWO EACH 3/a• CADIUM BOLTS, NUTS AND WASHERS. 2. POST SHALL BE 1.75• x 3-1/2" HEAVI' DlJTY GALVANIZED. 3. SIGN SHALL MEET THE STANDARDS AND SPECIFICATIONS OF THE LATEST EDmON OF THE MUTCD. 4. STREET SIGN SHALL BE MOUNTED TO THE POST ONLY. FINISHED GRADE 3,000 PSI CONCRETE STOP /STREET SIGN N.T.S. SIGN NOTES: 1. R1 -1 STOP SIGN -DIAMOND GRADE-MINIMUM 0.080" THICK 30• FOR ALL INTERNAL STREET INTERSECTIONS 36" FOR ALL INTERSECTIONS WITH EXISTING COUN'TY, STATE AND FEDERAL ROADS; 2. STREET NAME SIGN -9" ALUMINUM EXTRUDED BLADE, HIGH INTENSITY PRISMATIC, 6" TALL WHITE CAPITAL AND 5" TALL LOWER CASE LETTERING ON .GREEtf BACKGROUND -FOR STREETS PROPOSED TO BE PUBLIC 6" TALL WHITE CAPITAL, AND 5" TALL LOWER CASE LETTERING ON .61.!J.E: BACKGROUND -FOR STREETS PROPOSED TO REMAIN .efil8IE. BRACKETS -VULCAN TYPE VS-8 VANDAL PROOF OR APPROVED EQUIVALENT; 3. ALL OTHER SIGNS -HIGH INTENSITY PRISMATIC OR BETTER -MINIMUM o.oso· THICK; 4. POSTS FOR STREET SIGNS -MIN. 12' LONG - 2 3/8" GALVANIZED ROUND POSTS; STREET SIGNS MUST BE MOUNTED ON A POST SEPARATE FROM THE STOP SIGN, UNLESS APPROVED BY COUNTY ENGINEER OR HIS/HER DESIGNEE. IN NO CASE SHALL THE STREET SIGN BE ATTACHED DIRECTLY TO THE STOP SIGN, BUT INSTEAD MUST BE ATTACHED TO THE POST OF THE STOP SIGN IF APPROVED BY THE COUN'TY ENGINEER OR HIS/HER DESIGNEE. DECORATIVE SIGN POSTS MAY BE PERMITTED IF APPROVED BY THE COUNTY ENGINEER. NO DECORATIVE SIGN POSTS SHAl.l. BE PERMITTED UNLESS THE APPLICATION IS ACCOMPANIED BY A WRITTEN STATH.IENT FROM THE PROPERTY OWNER'S ASSOCIATION AGREEING TO MAINTAIN SUCH DECORATIVE SIGN POSTS, AND TO REPLACE THE SAME IF DESTROYED. ANY DAMAGED OR DESTROYED DECORATIVE SIGN POST MAY BE REPLACED BY THE COUNTY, AND IN SUCH EVENT, THE COUNTY MAY INSTALL A 2 3/8" GALVANIZED ROUND POST: 5. POSTS FOR All. OTHER SIGNS -f2 GALVANIZED LI-CHANNEL (MINIMUM LENGTH 12 FEET) OF APPROPRIATE HEIGHT EMBEDDED NOT LESS THAN 3 FEET BELOW THE FINISHED GRADE ELEVATION, COMPL'r1NG WITH MINIMUM 7 FOOT CLEARANCE BETWEEN GRADE LEVEL AND THE BOTTOM OF THE SIGN. REQ'D: TYPE R-3 ROLL TYPE CURB (TYP.) STA. 8+56.97-COMMON AREA ~~'" REQ'D: MID-BLOCK CIRCLE ( 1 O' RADIUS) MID-BLOCK CIRCLE DETAILS N.T.S. RIVER PLACE MISCELLANEOUS DETAILS 33 COUNTY ROAD NO. BALDWIN COUNTY, ALABAMA DESIGNED BY: MRA DRAWN BY: JLC CHECKED BY: MRA SCALE: N. T.S. blanket DATE: 2/12/2019 DRAWING NO.: SHEET 10 ~: 1. RIP R.AP DISCHARGE .APRON SHALL BE INSTALLED AT A ZERO SLOPE. 2. A FlLTER BLANKET OR FILTER FABR~ SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. 3. DEPTH OF APRON SHALL BE NO LESS THAN 6" PROTECTION N.T.S. 7778-B McKINLEY (251) 11/16/2020 VE. MOBILE, AL 36608 633-0997 AS-BUILT r__ EXIST. GRADE ~ 2 DRAINAGE SWALE DETAIL N. T.S. 2'-6' R-3 ROLL TYPE CURB 6'-0' 5' TRANSITION FROM LEVEL TD ROLL TYPE CURB 4'-6' (S3) 7'-0' (54) A ~ NEW ASPHALT lRANSITION~ PROVIDE TACK COA\ PROV1DE SMOOTH EXISTING ASPHALT-20, /rVERllCAL CUT (SAW) SUPERPAVE BITUl,HNCXJS CONCRElE YIIEARING SURFACE LAYER, EXISTING BASE 175 1/2" MAXIMUM AGGREGAlE SIZE MIX, ESAL RANGE C/D, COURSES LBS/SY APPROXIMATELY 135 POUNDS PER SQUARE YARD. 8'-0' 6' 5' TRANSITION FROM LEVEL TD ROLL TYPE CURB 2'-6' R-3 ROLL TYPE CURB TA.CK COAT, llEM: 405-A ~ SUPERPAVE BITIJMINOUS CCNCRETE UPPER BINDER LAYER, 1• t.lAXIMUM AGGREGATE SIZE MIX, ESAL RANGE Cjl:), APPROXIMATELY 330 POUNDS PER SOOARE YARD. CRUSHED AGGREGATE BASE COURSE, T!'PE B, PLANT MIXED, 6" COMPAClED THICKNESS, ITElil: 301A-012 TYPE "N" CONCRETE CURB FOR USE ON LANDSCAPE ISLANDS N.T.S. NOTE: ALL CONCRETE SHALL BE 3,000 PSI. PAVEMENT FINISHED GRADE t: 5'-0" -------4'-0" C. SIDEWALK MIN. SLOPE 0 1.0% MAX. ~ • • A· 3000 PSI CONCRETE SECTION "A-A" PLAN TRUNCATED DOMES ASPHALT PAVEMENT FACE OF CURB / GUTTER LINE 'A' 1 /2• EXPANSION JOINT BACK OF CURB AGGREGAT NEW ASPHALT CONCRETE RIBBON CURB (SHALL BE CAST AND CURED TO FlNISH GRADE PRIOR TO PAVING) RAVEL CURB DETAIL N.T.S. FINISH GRADE SLOPE O 1.0li: 4• -,-X -··-.-X,---·-.,X T T g• COMPACTED SUBGRADE CONCRETE SIDEWALK N.T.S. 1" OVERLAP , .. 424-A. SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE EDGE OF ASPHALT _J EDGE OF ASPHALT HANDICAPPED WHEELCHAIR RAMP DETAILS l_C"-. -~-"---+-6"~· -~--+--+- GUTTER GRADE 4' 2'-6' SECTION 8-8 N,T,S, PLAN N,T.S. 2'-0' ~~~FILE 3/-4' CHAMFER 4' 7 1/2' SECTION A-A N.T.S, THE 5' TRANSITION IS TO BE CONSTRUCTED OF CONCRETE ANO TO BE POURED AT THE SAME TIME AS THE CONCRETE SPILLWAY. ANY COST FOR CONSTRUCTING THE 5' TRANSITION IS TO BE INCLUDED IN THE PRICE BID FOR INLETS. THIS DETAIL AND SECTIONS ARE SUPPLEMENTAL TO REINFORCED CONCRETE SE\\£R INLET TYPE "S3" AND "54" OF ALABAMA DEPARTMENT OF TRANSPORTATION SPECIAL AND STANDARD HIGHWAY DRAV!INGS 2018 OR CURRENT EDITION. TRANSITION TO ROLL TYPE CURB SECTION TO "S3" OR "S4" INLET N,T.S. CUT PIPE □FF---~ FLUSH VITH HEADVALL REINFORCED CONCRETE SLOPE PAVING 5' -6' FL □V LINE LONGITUDINAL SECTION SLOPE PAVED HEADWALL N.T.S. CONTRACTION JOINT 1/8" 3,0DO PSI ~ SEALER PRE-MOULOElP~ JOINT FILLER CONFORMING TO ASTM 01751 OR D1752 EXPANSION JOINT NOTE: 1. CONTRACTOR SHALL PLACE A CONTRACTKlN JOINT EVERY S' FOR SIDEWALK 1 O' FOR CURBING. 2. CONTRACTOR SHALL PLACE AN EXPANSION JOINT EVERY 20' FOR SIDEWALKS AND 50' FOR CURBING AND AT ALL PC'S, PT'S, AND ALL STRUCTURES. 3. MAXIMUM CROSS SLOPE SHALL NOT EXCEED 2.0" (UNUESS OTHERWISE NOTED} N.T.S. ~ 1. RAMPS ARE DESIGNED TO THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS TO COMPLY V!ITH THE AMERICANS V!ITH DISABILITIES ACT. 2. RAMPS SHALL HAVE A TACTILE SURFACE, TEXTURED TO A DEPTH NOT EXCEEDING 1/8" BY USE OF TAMP OR ROLUER. 3. SEE A.D.O.T. SPECIAL DRAV!ING NO. SW-61B (CURRENT EDITION) FOR FURTHER DETAILS. 15" 15" 6" AGGREGATE BASE R-3 ROLL TYPE CURB DETAIL N.T.S. REFER TO THE A.L.D.O.T. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, SECTION 623, CURRENT EDITION ;;if-------------~2~5_' ____________ -+------------~2~5_' ____________ ___, ~ 27' LIMITS OF UNDERCUT ~ 5'-0" SIDEWALK 6'-6" GRASS SHOULDER SEED/MULCH ORIGINAL GROUND ITEM 618-A, FUTURE CONCRETE SIDEWALK, 4" THICK (COMMON AREAS ONLY) (ALONG LOT FRONTAGES TO BE CONSTRUCTED BY HOMEBUILDER} SOLID SOD ITEM 650-A, TOPSOIL 4" COMPACTED THICKNESS 2.5' ITEM 424-A, SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER, 3/4" MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B, 220 LB/SY D RIVER PLACE MISCELLANEOUS DETAILS q 20' LIMITS OF ASPHALT, PRIME & BASE °' 10· 10· 2.5% SLOPE ITEM 230-A ROADBED PROCESSING ITEM 210-C UNSUITABLE MATERIAL EXCAVATION {UNDERCUT 24" PER SOILS REPORT) TYPICAL ROAD SECTION N.T.S. DESIGNED BY: JC DATE: 2/12/2019 DRAWN BY: JC DRAWING NO.: CHECKED BY: MRA SHEET 11 SCALE: N.T.S. 6'-6" GRASS SHOULDER 5'-o" SIDEWALK SEED/MULCH ITEM 61 B-A, FUTURE CONCRETE SIDEWALK, 4" THICK {COMMON AREAS ONLY) (ALONG LOT FRONTAGES TO BE CONSTRUCTED BY HOMEBUILDER) ITEM 650-A, TOPSOIL 4" COMPACTED THICKNESS ITEM 301-A, CRUSHED AGGREGATE BASE COURSE, 6" COMPACTED THICKNESS, (ALDOT SECTION 825) NOTE: COMPACTION OF ALL LAYERS SHALL BE IN ACCORDANCE WITH A.L.D.O.T. STANDARD SPECIFICATION 306. NOTE: PER A.L.D.O. T. STANDARD SPECIFICATION 306.03 (g). MINIMUM DENSITY OF ASPHALT SHALL BE 92.0. /l / l / / // (~ ~llf..X!!/ /7l71rz~~ j//J/,/J/.~ "" ........... 7778-B McKINLEY V=:::08 (251) 633-0997 AS-BUILT GENERAL NOTES 1. THE CONTRACTOR SHALL ADHERE TO THE ALABAMA HANDBOOK FOR EROSION CONTROL, SEDIMENT CONTROL AND STORM WATER MANAGEMENT CONSTRUCTION SITES AND URBAN AREAS BY THE ALABAMA SOIL AND WATER CONSERVATION COMMITTEE, VOLUMES 1 AND 2, CURRENT EDITION, TO PREVENT LADEN STORM WATER RUNOFF OR ERODED MATERIALS FROM LEAVING THE CONSTRUCTION SITE. 2. ALL THE CIRCULAR PIPE UTILIZED IN THE COUNTY R.0.W. SHALL BE CLASS 3 (MIN.) REINFORCED CONCRETE PIPE W/ RUBBER GASKET JOINTS, ALL ARCH PIPE UTILIZED IN THE COUNTY R.O.W. SHALL BE CLASS 3 (MIN.) W/ RAM NECK JOINTS, UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL STATE AND LOCAL PERMITS AND EXPENSE THEREOF. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF PROJECT AND ALL COST ASSOCIATED THEREWITH BASED UPON CONTROL POINTS PROVIDED BY THE ENGINEER AS SHOWN ON THE DRAWINGS. 5. THE CONTRACTOR SHALL PROVIDE THE OWNER/ENGINEER WITH A LIST OF THREE NAMES AND TELEPHONE NUMBERS TO BE UTILIZED DURING EMERGENCIES OR DURING DAYS WHEN THE CONTRACTOR IS NOT WORKING ON SITE. NAMES AND TELEPHONE NUMBERS SHALL BE LISTED IN THE ORDER OF PREFERENCE THAT THE CONTRACTOR WOULD PREFER TO BE CONTACTED. 6. ALL WORK SHALL BE ACCOMPLISHED UNDER THE DIRECT SUPERVISION OF A CONTRACTOR PROPERLY LICENSED IN THE STATE OF ALABAMA. 7. THE CONTRACTOR SHALL OBTAIN PERMISSION AND APPROVAL FOR ALL PROPOSED SUBCONTRACTORS AND SHALL BE RESPONSIBLE FOR ALL PHASES OF THE PROJECT INCLUDING THE SUBCONTRACTOR'S WORK. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND TESTING LAB A MINIMUM OF 48 HOURS IN ADVANCE OF BEGINNING ANY MAJOR PHASE OF THE PROJECT. 9. THE OWNER/ENGINEER RESERVES THE RIGHT TO ALTER AND MODIFY PORTIONS OF THE PROJECT AS DEEMED NECESSARY DURING CONSTRUCTION TO ENHANCE OR IMPROVE THE OVERALL PROJECT. 10. ALL SIDE DRAIN PIPE END TREATMENTS TO BE PER ALABAMA DEPT. OF TRANSPORTATION DESIGN BUREAU DRAWING HW-614-SP. ALL ROADWAY PIPE END TREATMENTS TO BE PER A.L.D.O.T. DESIGN BUREAU DRAWING HW-614-B. COPIES OF THE DRGS. ARE AVAILABLE AT AUSTIN ENGINEERING UPON REQUEST. 11. ALL MATERIALS AND WORKMANSHIP SHALL ADHERE TO THE ALABAMA DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, 2018 OR CURRENT EDITION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LINE LOCATION OF ALL EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR OR UTILITY COMPANY AND SHALL NOT BE THE RESPONSIBILITY OF THE OWNER. 13. ANY WORK PERFORMED NEAR AND/OR ADJACENT TO EXISTING COUNTY MAINTAINED ROADS SHALL INSTALL TEMPORARY TRAFFIC CONTROL DEVICES PER M.U.T.C.D., CURRENT EDITION 14. MAINTENANCE OF THE DETENTION POND OR ANYTHING OUTSIDE OF THE ROW OR IN COMMON AREAS SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNERS ASSOCIATION AND NOT BALDWIN COUNTY OR THE STATE OF ALABAMA. 15. THE CONTRACTOR SHALL NOTIFY THE BALDWIN COUNTY PUBLIC WORKS ENGINEERING MANAGER TO DISCUSS CONDITION OF COUNTY MAINTAINED ROAD LEADING TO THE SITE PRIOR TO COMMENCING WORK IN BALDWIN COUNTY RIGHT-OF-WAY. 16. A.D.E.M. AND BALDWIN COUNTY SUBDIVISION PERMITS MUST BE POSTED ON-SITE DURING CONSTRUCTION PERIOD. 17. VIDEO AND LAMP PIPES IN ACCORDANCE WITH REVISED SECTION 533 SPECIFICATIONS. 18. ALL WORK IN EXISTING R.0.W. ADJACENT TO PAVEMENT SHALL BE GRADED TO MATCH SHOULDER SLOPES. ALL DISTURBED AREAS SHALL BE SODDED. 19. BALDWIN COUNTY INSPECTOR SHALL BE CONTACTED ACCORDING TO BALDWIN COUNTY BENCHMARK INSPECTION GUIDE. 20. TESTING REQUIRED PER BALDWIN COUNTY TESTING GUIDELINES. UTILITY NOTES 1. THE CONTRACTOR SHALL NOTIFY AUSTIN ENGINEERING, INC., AND LOCAL JURISDICTIONAL INSPECTOR (IF IN RIGHT-OF-WAY) 48 HOURS BEFORE THE BEGINNING OF EACH PHASE OF CONSTRUCTION. 2. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES, AND ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER/DEVELOPER. 3. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY DISCREPANCIES OR ERRORS HE DISCOVERS IN THE PLAN. 4. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR CONSENT OF THE OWNER OR HIS REPRESENTATIVE OR THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. 5. THE CONTRACTOR IS REQUIRED TO USE ALABAMA ONE-CALL CENTER TELEPHONE NUMBER FOR THE PURPOSE OF COORDINATING THE MARKING OF UNDERGROUND UTILITIES. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS ARE NECESSARY TO PROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS DILIGENTLY ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES ON THESE PLANS, HOWEVER, THIS INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES SHOWN OR NOT SHOWN. CONTRACTOR TO CONTACT THE UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE BY HIS EQUIPMENT TO EXISTING UTILITIES, CROSS-DRAIN PIPES AND HEADWALLS. 8. THE WATER SYSTEM IN THE PUBLIC RIGHT-OF-WAY WILL BECOME THE PROPERTY OF THE LOCAL UTILITIES BOARD UPON COMPLETION. 9. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS FOR RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHED AND WET AREAS. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO PROPERLY CONSTRUCT THE WORK. 10. ALL UTILITY INSTALLATIONS SHALL ADHERE TO THE BALDWIN COUNTY UTILITY MANUAL. RIVER PLACE CONSTRUCTION NOTES & SUMMARY OF QUANTITIES DESIGNED BY: JC DRAWN BY: JC CHECKED BY: MRA SCALE: N. T.S. QUANTITIES APPROX. ITEM 201-A 210-A DESCRIPTION QUANTITY UNIT CLEARING & GRUBBING UNCLASSIFIED EXCAVATION (ROADS) 18.06 AC 210-C UNSUITABLE MATERIAL EXCAVATION (UNDERCUT) (24" MIN. PER SOILS REPORT) 210-D BORROW EXCAVATION 230-A ROADBED PROCESSING 301-A CRUSHED AGGREGATE BASE COURSE, ONE LAYER, PER SECTION 825, 6" COMP THICKNESS 401-A BITUMINOUS TREATMENT A PRIME 429-A SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE LAYER, 1/2" MAX. AGGREGATE SIZE MIX, ESAL RANGE B, 165#/SY 533-A1 18" CL 3 R.C. STORMSEWER PIPE, RGJ 533-A2 24" CL 3 R.C. STORMSEWER PIPE, RGJ 533-A3 36" CL 3 R.C. STORMSEWER PIPE, RGJ 533-B 44"x27" CL 3 R.C. ARCH STORMSEWER PIPE, RAM-NEK 533-AH2 18" HDPE PLASTIC STORMSEWER PIPE 533-AH2 24" HDPE PLASTIC STORMSEWER PIPE 533-AH2 30" HDPE PLASTIC STORMSEWER PIPE 533-AH2 36" HDPE PLASTIC STORMSEWER PIPE 3,380 3,380 3,380 13.8 1,875 623 623 668 344 148 76 175 17 251 266 600-A MOBILIZATION 1 606-A UNDERDRAIN 6", TYPE 8 (CONNECT TO DRAINAGE SYSTEM) 200 610-A RIP-RAP, CLASS II, 18" THICK 20 610-D FILTER FABRIC 20 618-A CONCRETE SIDEWALK, 5' WIDE, 4" THICK (BY HOMEBUILDER) 500 619-A1 44"x27" SIDEDRAIN PIPE END TREATMENT, CL1, 4:1 2 620-A MINOR CONCRETE (CONC. ISLAND) 35 621-C1 INLETS, TYPE "s", 1-WINGS 9 621-C2 INLETS, TYPE "S", 2-WINGS 2 621-C3 INLETS, TYPE "WEIR" 621-C4 INLETS, OUTLET CONTROL STRUCTURE 621-CS INLETS, TYPE JUNCTION BOX 623-A 623-B 650-A 652-A 654-A 656-A 665-F 665-J 740-B 000-1 000-2 000-3 000-4 000-5 000-5 CONCRETE CURB, TYPE "N" CONCRETE CURB & GUTTER, TYPE "R-3", 30" TOPSOIL ( 4" COMPACTED THICKNESS) SEEDING SOLID SOD MULCHING HAY BALES SILT FENCE, TYPE A CONSTRUCTION SIGNS WATTLES LIMESTONE CONSTRUCTION EXIT PAD EARTHEN DRAINAGE SWALE, 2' F.B., 2:1 SIDE SLOPES RE-GRADE EXIST. ROADSIDE DITCH CUT & PATCH EXIST. ASPHALT (UTILITY CROSSING) VIDEO STORM DRAIN PIPE IN R/W WATER SYSTEM QUANTITIES APPROX. 78 2,725 850 2.0 1,200 2.0 50 1,750 950 1,340 486 7 DESCRIPTION QUANTITY UNIT 6" WATER LINE, C 900 P. V.C. 6" GATE VALVE AND BOX 6" TAPPING VALVE AND SLEEVE FIRE HYDRANTS SERVlCE CONNECTIONS MISC. FITTINGS MISC. CONCRETE CONNECTION TO EXIST. WATER LINE 1,420 4 4 22 LF EA EA EA EA LS LS EA CY CY CY STA SY SY SY LF LF LF LF LF LF LF LF LS LF SY SY SY EA SY EA EA EA EA EA LF LF CY AC SY AC EA LF LS LF LS LF LF SY LS D DATE: 2/13/2019 DRAWING NO.: SHEET 13 /rll7l'J;::'v~~~6 Ji:j~.:) '/-; -~-=--= - -•--II 7778-B McKINLEY VE. MOBILE, AL 36608 (251) 633-0997 2 • I I I I I I I J I I I I J 1 • /I / I I r I , I, 'I' '1 I ' I I I I I I, 1 • I I I I I I I I I l I I • REVISIONS PER COUNTY COMMENTS I v, I ol c:i1 o, di -.I --- 09/11/19 ----------------------------- --- -----------------------/ -- -- RIVER PLACE AERIAL PLAN COUNTY ROAD NO. 33 BALDWIN COUNTY, ALABAMA ------------------ ------------------------- DESIGNED BY: MRA DRAWN BY: JLC CHECKED BY: MRA SCALE: 1 "-50' DATE: 5/09/2019 DRAWING NO.: SHEET 14 7778-B McKINLEY (251) I I I I L L ' GRAPHIC SCALE ( IN FEST ) 1 inch -50 ft. VE. MOBILE, AL 36608 633-0997 SITE COMMON AREA LEGEND: AS-BUILT 23 ~ 22 21 '--i:<: b e 0.05 AC er, er, fil~ ~o ~i:<: z~ ~ ~ Oi:.:: ~~ z . ~~ 8~ f 1 0.04 AC ~ 1 2 >!1 vOO'BOO-LOO-O-LO-LQ-9<; II..,.,.,..,,.,, -COMMON AREA 1.82 AC {10.05') -COMMON AREA WITHIN DRIJNAGE EASEMENT 2.70 AC {14.9J•) D DEVELOPED AREA 13.65 AC {75.57%) NET DENSrTY 4.65 AC (25.77~) 19 4 3 18 5 00O"Ll0-LOO-O-LO-L0-9<; # 73:J~'v'd 17 6 1 6 7 ooo·soo-L 00-0-Lo-L o-gc; # 73:J~'v'd RIVER PLACE 1 5 8 COMMON AREA SITE COUNTY ROAD NO. LAYOUT 33 BALDWIN COUNTY, ALABAMA 14 9 JV 86'0 DESIGNED BY: MRA DRAWN BY: JLC CHECKED BY: MRA SCALE: 1 "-50' 1 3 1 0 DATE: 5/9/2019 DRAWING NO.: SHEET 15 a ,.., 0.09 AC 1 1 7778-B McKINLEY (251) FUTURE FUTURE DEVELOPMENT 25' .i,.ccESS FUTURE DEVELOPMENT PHASE I TOTAL AREA= 18.06 ACRES 23 UNITS 11/16/2020 GRAPHIC SCALE ( IN FEST ) 1 inch -50 ft. VE. MOBILE, AL 36608 633-0997 AS-BUILT 10' COMMON AREA (0.05 AC.) 22 1 -------PEDESTRIAN ROUTE 23 21 2 3 V) 0 ii ~ -< z 0 :::, 4 :::, 0 u ~ REQ'D: DETENTION POND OVERFLOW EL.=65.0' BOTTOM EL.=59.5' 1 5 5 6 8 7 RIVER PLACE PEDESTRIAN CIRCULATION PLAN COUNTY ROAD NO. 33 BALDWIN COUNTY, ALABAMA ~ -< z 0 :::, :::, 0 u 15 ~ « z 0 ::,a "' 0 u 15 DESIGNED BY: MRA DRAWN BY: JLC CHECKED BY: MRA SCALE: 1 "=50' 14 9 DATE: 5/9/2019 DRAWING NO.: SHEET 16 1 3 1 0 1 2 1 1 7778-B McKINLEY (251) c5 er -< z 0 :::, :::, 0 u a N FUTURE DEVELOPMENT 1---- PHASE I TOTAL AREA= 18.06 ACRES GRAPHIC SCALE ( IN FEST ) 1 inch -50 ft. VE. MOBILE, AL 36608 633-0997 AS-BUILT ! I I I I ~ ~ 22 '--i:<: b e er, er, fil~ ~o ~i:<: I z~ 71.93 ~ ~ ~~ z . ~~ 0~ U~I ~~l ~ i 1 23 21 2 voo·soo-LOO-O-LO-LQ-9<; II..,.,.,..,,.,, 20 3 V) 0 ii ;::s "' <( 19 z 0 "' :,a 0 u 0 N ~ <( z 0 "' 4 "' 0 u ~ 000-LlO-LOO-O-LO-L0-9<; # 73:J~'v'd REQ'D: DETENTION POND OVERFLOW EL.=65.0' BOTTOM EL.=59.5' 18 5 17 1 6 6 8 7 RIVER PLACE LIGHTING PLAN COUNTY ROAD NO. 33 BALDWIN COUNTY, ALABAMA 1 5 ~ <( z 0 "' "' 0 u 15 ~ <( z 0 :,a "' 0 u 15 DESIGNED BY: MRA DRAWN BY: JLC CHECKED BY: MRA SCALE: 1 "=50' 14 9 1 3 1 0 DATE: 5/15/2019 DRAWING NO.: SHEET 17 1 2 1 1 7778-B McKINLEY (251) ;::s "' <( z 0 "' :,a 0 u a N FUTURE DEVELOPMENT 1---- PHASE I TOTAL AREA= 18.06 ACRES GRAPHIC SCALE ( IN FEST ) 1 inch -50 ft. VE. MOBILE, AL 36608 633-0997 AS-BUILT SPACING PER MUTCD STANDARDS 1150' 150' 1350' ----1---350' ■ ■ ■ ■ I-350' ---+-----350' ---1---350' _J SHOULDER CLOSURE TWO WAY TRAFFIC CONTROL N.T.S. RIVER PLACE TRAFFIC CONTROL PLAN COUNTY ROAD NO. 33 BALDWIN COUNTY, ALABAMA ~ o rn ~z 00 ;;o ;,;; DESIGNED BY: MRA DRAWN BY: JLC CHECKED BY: MRA SCALE: 1 "-50' 350•-i l DATE: 9/11/2019 DRAWING NO.: SHEET 18 7778-B McKINLEY (251) PHASE I TOTAL AREA= 18.06 ACRES GRAPHIC SCALE ( IN FEST ) 1 inch -50 ft. VE. MOBILE, AL 36608 633-0997 State of Alabama Board of Licensure for Professional Engineers and Land Surveyors This is to certify that POPE TESTING SERVICES LLC Having given satisfactory evidence of the necessary qualifications required by law has been duly certificated and is hereby issued Certificate of Authorization CA-3690 -E authorizing the firm to provide or offer to provide Engineering services in the State of Alabama through individual licensed professional licensees as agents, employees, officers or partners. This certificate requires the firm to operate in the State of Alabama as POPE TESTING SERVICES LLC This certificate will lapse January 31, 2022 unless renewed. In Testimony whereof, witness the signature of the Executive Director under seal of the Board on November 10, 2020 Executive Director RECEIPT NO . 20201110000014318 State of Alabama Board of Licensure for Professional Engineers and Land Surveyors This is to certify that AUSTIN ENGINEERING COMP ANY INC Having given atisfactory evidence of the necessary qualifications required by law has been duly certificated and is hereby issued Certificate of Authorization CA-49 -LS authorizing the firm to provide or offer to provide Land Surveying services in the State of Alabama through individual licensed professional licensees as agents, employees, officers or partners. This certificate requires the firm to operate in the State of Alabama as AUSTIN ENGINEERING COMPANY INC This certificate will lapse January 31, 2022 unless renewed . In Testimony whereof, witness the signature of the Executive Director under seal of the Board on November 10, 2020 Executive Director RECEIPT NO. 20201110000014318 REPORT OF CONSTRUCTION MATERIALS TESTING FOR RIVER PLACE SUBDIVISION PROJECT NO.119-01 SUBMITTED TO: RIVERWOODS DEVELOPMENT C/0 AUSTIN ENGINEERING 7778 -B McKINELY AVE MOBILE, AL 36608 November 10, 2020 POPE TESTING SERVICES, LLC -7778 -B McK.inely Ave -Mobile, Al. 36608 Asphalt Core Worksheet For: R iver Place Subdivision Supplier: Mobile Asphalt Company -------'----~~------- Avg Rice 2.445 Core# Location Air SSD 1 12+00 L Cl 1070.6 1072.4 2 7+00 RCI 918.3 918.5 3 2+00 Cl 903 .7 904.5 Date: 10/5/2020 Mix: 424-3/4 Water Vol SpGr % Thickness 606.3 466.1 2.29693 93.9 2 .675 524 394 .5 2 .32776 95.2 2.125 509.6 394.9 2 .28843 93.6 2 .25 For: Riverwood Development Project: River Place Subdivision Contractor: Frank Turner Engineer: Austin Engineering Supplier: Bayou Concrete Sample Location : Curb Sample Date: 8/11/2020 Sampled By : JRP No. of Cylinders: 4 PTS Cyl. Set No.: 588 Reports of Tests of Concrete ASTM C 31-69 (4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch) Temp. Air Tested DAYS (Sq.In.) No. (Degrees) (Degrees) (percent) 1 3000 85 2.5 95 n/a 8/18/2020 7 12.57 2 3000 85 2.5 95 n/a 9/8/2020 28 12.57 3 3000 85 2.5 95 n/a 9/8/2020 28 12 57 4 3000 85 2 .5 95 n/a 10/6/2020 56 12.57 Pope Testing Services, LLC 7778-B McKinely Ave Mobile Alabama, 36608 Project No.: 119-01 Date: 9/8/2020 Report No.: Tested By : William Pope, Jr Reported By: William Pope , Jr ·Load Strength Design (pounds) (psi) Strength (psi) 41,177 3276 3000 62,213 4949 3000 61,431 4887 3000 0 3000 Percent of Design 109 165 163 0 For: Riverwood Development Project: River Place Subdivision Contractor: Frank Turner Engineer: Austin Engineering Supplier: Bayou Concrete Sample Location: Curb Sample Date: 8/11/2020 Sampled By: JRP No. of Cylinders: 4 PTS Cyl. Set No.: 589 Reports of Tests of Conc rete ASTM C 31-69 (4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch) Temp. Air Tested DAYS (Sq.In.) No. (Degrees) (Degrees) (percent} 5 3000 94 3 101 n/a 8/18/2020 7 12.57 6 3000 94 3 101 n/a 9/8/2020 28 12.57 7 3000 94 3 101 n/a 9/8/2020 28 12.57 8 3000 94 3 101 n/a 10/6/2020 56 12.57 Pope Testing Services, LLC 7778-B McK ine ly Ave Mobile Alabama, 36608 Project No.: 119-01 Date: 9/8/2020 Report No.: Tested By: William Pope , Jr Reported By: William Pope, Jr Load Strength Design (pounds) (psi) Strength (psi) 48,409 3851 3000 65,368 5200 3000 65,981 5249 3000 0 3000 Percent of Design 128 173 175 0 For: Riverwood Development Project: River Place Subdivision Contractor: Frank Turner Engineer: Austin Engineering Supplier: Bayou Concrete Sample Location: Curb Sample Date: 8/11/2020 Sampled By : JRP No. of Cylinders: 4 PTS Cyl. Set No.: 590 Reports of Tests of Concrete ASTl/l C 31-69 (4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch) Temp. Air Tested DAYS (Sq.In.) No. (Degrees) (Degrees) (percent) 9 3000 94 2.5 99 n/a 8/18/2020 7 12 .57 10 3000 94 2.5 99 n/a 9/8/2020 28 12.57 11 3000 94 2.5 99 nla 9/8/2020 28 12.57 12 3000 94 2.5 99 n/a 10/6/2020 56 12.57 Pope Testing Services, LLC 7778-8 McKinely Ave Mobile Alabama, 36608 Project No.: 119-01 Date: 9/8/2020 Report No.: Tested By: William Pope, Jr Reported By: William Pope, Jr Load Strength Design (pounds) (psi) Strength (psi) 48,061 3823 3000 61,655 4905 3000 58,714 4671 3000 0 3000 Percent of Design 127 163 156 0 For: Riverwood Development Project River Place Subdivision Contractor: Frank Turner Engineer: Austin Engineering Supplier: Bayou Concrete Sample Location: Curb Sample Date: 8/11/2020 Sampled By : JRP No. of Cylinders: 4 PTS Cyl. Set No.: 591 Reports of Tests of Concrete ASTM C 31-69 (4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch) Temp. Air Tested DAYS (Sq.In.) No. (Degrees) (Degrees) (percent) 13 3000 94 2.5 101 n/a 8/18/2020 7 12.57 14 3000 94 2.5 101 nla 9/8/2020 28 12.57 15 3000 94 2.5 101 n/a 9/8/2020 28 12 .5 7 16 3000 94 2.5 101 n/a 10/6/2020 56 12.57 Pope Testing Services, LLC 7778 -B McKinely Ave Mobile Alabama, 36608 Project No.: 119-01 Date : 9/8/2020 Report No.: Tested By : WIiiiam Pope , Jr Reported By: W illiam Pope, Jr Load Strength Desig n (pounds) (psi) Strength (ps i) 48,356 3847 3000 64,484 5130 3000 62,154 4945 3000 0 3000 Percent of Design 128 171 165 0 For: Riverwood Development Project: River Place Subdivision Contractor: Frank Turner Engineer: Austin Engineering Supplier: Bayou Concrete Sample Location: Inlet Throats & Lids Sample Date: 9/25/2020 Sampled By: JRP No. of Cylinders: 4 PTS Cyl. Set No.: 596 Reports of Tests of Concrete ASTM C 31-69 (4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch) Temp. Air Tested DAYS (Sq.In.) No. (Degrees) (Degrees) (percent) 17 3000 81 3.5 83 n/a 10/2/2020 7 12.57 18 3000 81 3.5 83 n/a 10/23/20 28 12.57 19 3000 81 3.5 83 n/a 10/23/20 28 12.57 20 3000 81 3.5 83 n/a 1 ·1120120 56 12.57 Pope Testing Services, LLC 7778-B McKinely Ave Mobile Alabama, 36608 Project No.: 119-01 Date: 10/23/20 Report No.: Tested By: William Pope, Jr Reported By: William Pope, Jr Load Strength Design (pounds) (psi) Strength (psi) 43,630 3471 3000 60,066 4779 3000 58,844 4681 3000 0 3000 Percent of Design 116 159 156 0 For: Riverwood Development Project: River Place Subdivision Contractor: Frank Turner Engineer: Austin Engineering Supplier: Bayou Concrete Sample Location: Curb Sample Date: 10/19/20 Sampled By: JRP No . of Cylinders : 4 PTS Cyl. Set No .: 597 Reports of Tests of Concrete ASTM C 31-69 {4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch) Temp. Air Tested DAYS (Sq.In.) No. (Degrees) (Degrees) (percent) 21 3000 82 3 86 nla 10/26/20 7 12 .57 22 3000 82 3 86 n/a 11/16/20 28 12.57 23 3000 82 3 86 n/a 11/16/20 28 12 .57 24 3000 82 3 86 n/a 56 12.57 Pope Testing Services, LLC 7778-B McKinely Ave Mobile Alabama. 36608 Project No .: 119-01 Date : 10/26/20 Report No.: Tested By: William Pope, Jr Reported By : William Pope, Jr Load Strength Design (pounds) (psi) Strength (psi) 46,219 3677 3000 0 3000 0 3000 0 3000 Percent of Design 123 0 0 0 For: Riverwood Development Project: River Place Subdivision Contractor: Frank Turner Engineer: Austin Engineering Supplier: Bayou Concrete Sample Location: Sidewalk & Headwall Sample Date : 10/20/20 Sampled By: JRP No . of Cylinders: 4 PTS Cyl. Set No.: 598 Reports of Tests of Concrete ASTM C 31-69 (4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch) Temp. Air Tested DAYS (Sq.In.) No. (Degrees) (Degrees) (percent) 25 3000 67 3 81 n/a 10/27/20 7 12 .5 7 26 3000 67 3 81 n/a 11/17/20 28 12 .57 27 3000 67 3 81 n/a 11/17/20 28 12.57 28 3000 67 3 81 n/a 56 12 .57 Pope Testing Services, LLC 7778-B McKinely Ave Mobile Alabama, 36608 Project No.: 119-01 Date: 10/27/20 Report No .: Tested By: William Pope, Jr Reported By: William Pope, Jr Load Strength Design (pounds) (psi) Strength (psi) 37,685 2998 3000 0 3000 0 3000 0 3000 Percent of Design 100 0 0 0 For: Riverwood Development Project: River Place Subdiv ision Contractor: Frank Turner Engineer: Austin Engineering Supplier: Bayou Concrete Sample Location: Headwall Sample Date: 10/21/20 Sampled By: JRP No. of Cylinders: 4 PTS Cyl. Set No.: 599 Reports of Tests of Concrete ASTM C 31-69 (4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch} Temp. Air Tested DAYS (Sq.In.) No. (Degrees) (Degrees) (percent) 29 3000 71 3 81 nla 10/28/20 7 12.57 30 3000 71 3 81 n/a 11/17/20 27 12 .57 31 3000 71 3 81 n/a 11/17/20 27 12.57 32 3000 71 3 81 n/a 56 12 .57 Pope Testing Services , LLC 7778-B McKinely Ave Mobile Alabama , 36608 Project No.: 119-01 Date : 10/28/20 Report No .: Tested By : William Pope, Jr Reported By : William Pope , Jr Load Strength Design (pounds) (psi) Strength (psi) 42,516 3382 3000 0 3000 0 3000 0 3000 Percent of Design 113 0 0 0 REPORT OF CONSTRUCTION MATERIALS TESTING FOR RIVER PLACE SUBDIVISION PROJECT NO. 119-01 SUBMITTED TO: RIVERWOODS DEVELOPMENT C/0 AUSTIN ENGINEERING 7778 -B McKINEL YA VE MOBILE, AL 36608 November 10, 2020 POPE TESTING SERVICES, LLC -7778-B McKinely Ave -Mobile, Al. 36608 POPE TESTING SERVICES,LLC 7778-B McKlNELY AVE MOBILE, AL 36608 (251)639-0363 Fax (251)639-0364 Riverwood Development C/O Austin Engineering 7778-B McKinely Ave Mobile, Al 36608 Attn: Mr. Millard Austin RE: River Side Subdivision Dear Mr. Austin, November 10, 2020 Pope Testing Services, LLC has completed the construction materials testing on the above referenced project. All testing was performed to minimum required standard specification. Materials tested exceeded or was retested to meet those specifications. Pope Testing Services, LLC appreciates the opportunity to be of service to you. If you have any questions concerning this report or need additional information, please contact us. Sincerely, William I. Pope, Jr. Projects Manager Pope Testing Services Asphalt Core Worksheet For: River Place Subdivision Supplier: Mobile Asphalt Company ______ ....._ __ ___,___a_ _______ _ Avg Rice ____ 2._44_5_ Core# Location Air SSD 1 12+00 L Cl 1070.6 1072.4 2 7+00 RCI 918.3 918.5 3 2+00 Cl 903.7 904.5 ( Water 606 .3 524 509 .6 Date: 10/5/2020 Mix: 424-3/4 Vol SpGr 466.1 2.29693 394.5 2.32776 394.9 2.28843 % Thickness 93.9 2.675 95.2 2.125 93.6 2.25 ( For: Riverwood Development Project: River Place Subdivision Contractor: Frank Turner Engineer: Austin Engineering Supplier : Bayou Concrete Sample Location : Curb Sample Date : B/11 /2020 Sampled By : JRP No. of Cylinders : 4 PTS Cy!. Set No .: 588 Reports of Tests of Concrete ASTIII C 31-69 (4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch) Temp. Air Tested DAYS (Sq.In .) No. (Degrees) (Degrees) (percent) 1 3000 85 2.5 95 n/a 8/18/2020 7 12 .57 2 3000 85 2.5 95 n/a 9/8/2020 28 12.57 3 3000 85 2.5 95 n/a 9/8/2020 28 12.57 4 3000 85 2.5 95 n/a 10/6/2020 56 12.57 Pope Testing Services, LLC 7778 -B McKinely Ave Mobile Alabama , 36608 Project No.: 119-01 Date: 9/8/2020 Report No .: Tested By : William Pope , Jr Reported By : William Pope , Jr ·Load Strength Design (pounds) (psi) Strength (psi) 41 ,177 3276 3000 62 ,213 4949 3000 61,431 4887 3000 0 3000 Percent of Design 109 165 163 0 For: Riverwood Development Project: River Place Subdivision Contractor: Frank Turner Engineer: Austin Engineering Supplier: Bayou Concrete Sample Location : Curb Sample Date: 8/11/2020 Sampled By : JRP No . of Cylinders: 4 PTS Cyl. Set No.: 589 Reports of Tests of Concrete ASTM C 31-69 (4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch) Temp. Air Tested DAYS (Sq.In.) No. (Degrees) (Degrees) (percent) 5 3000 94 3 101 n/a 8/18/2020 7 12 .57 6 3000 94 3 101 n/a 9/8/2020 28 12.57 7 3000 94 3 101 nla 9/6/2020 28 12 .57 8 3000 94 3 101 n/a 10/6/2020 56 12 .57 ( ( Pope Testing Services , LLC 7778 -B McKinely Ave Mobile Alabama, 36606 Project No .: 119-01 Date: 9/6/2020 Report No .: Tested By: William Pope , Jr Reported By: William Pope Jr Load Strength Design (pounds) (psi) Strength (psi) 48,409 3851 3000 65,368 5200 3000 65,981 5249 3000 o 3000 Percent of Design 128 173 175 0 For: Riverwood Development Project: River Place Subdivision Contractor: Frank Turner Engineer: Austin Engineering Suppller: Bayou Concrete Sample Location: Curb Sample Date: 8/11/2020 Sampled By: JRP No. of Cylinders: 4 PTS CyL Set No.: 590 Reports of Tests of Concrete ASTM C 31-69 (4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch) Temp. Air Tested DAYS (Sq.In.) No. (Degrees) (Degrees) (percent) 9 3000 94 2 .5 99 n/a 8/18/2020 7 12 .57 10 3000 94 2 .5 99 n/a 9/8/2020 28 12.57 11 3000 94 2.5 99 n/a 9/8/2020 28 12.57 12 3000 94 2.5 99 n/a 10/6/2020 56 12 .57 ( ( Pope Testing Services, LLC 7778-B McKinely Ave Mobile Alabama, 36608 Project No .: 119-01 Date : 9/8/2020 Report No.: Tested By : William Pope, Jr Reported By: William Pope, Jr Load Strength Design (pounds) (psi) Strength (psi) 48,061 3823 3000 61 ,655 4905 3000 58,714 467 1 3000 0 3000 Percent of Design 127 163 156 0 For: Riverwood Development Project: River Place Subdivision Contractor: Frank Turner Engineer: Austin Engineering Supplier: Bayou Concrete Sample Location: Curb Sample Date: 8/11/2020 Sampled By: J RP No. of Cylinders : 4 PTS Cyl. Set No .: 591 Reports of Tests of Concrete ASTM C 31-69 (4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch) Temp. Air Tested DAYS (Sq.In.) No. (Degrees) (Degrees) (percent) 13 3000 94 2.5 101 n/a 8/18/2020 7 12.57 14 3000 94 2.5 101 n/a 9/8/2020 28 12.57 15 3000 94 2.5 101 n/a 9/8/2020 28 12.57 16 3000 94 2.5 101 n/a 10/6/2020 56 12 .57 ( Pope Testing Services, LLC 7778-B McKinely Ave Mobile Alabama, 36608 Project No .: 119-01 Date: 9/8/2020 Report No .: Tested By : William Pope , Jr Reported By : William Pope , Jr Load Strength Design ·(pounds) (psi) Strength (psi) 48,356 3847 3000 64A84 5130 3000 62 ,154 4945 3000 0 3000 Percent of Design 128 171 165 0 For: Riverwood Development Project: River Place Subdivision Contractor: Frank Turner Engineer: Austin Engineering Supplier: Bayou Concrete Sample Location: Inlet Throats & Lids Sample Date : 9/25/2020 Sampled By: JRP No . of Cylinders: 4 PTS Cyl. Set No.: 596 Reports of Tests of Concrete ASTM C 31-69 (4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch) Temp. Air Tested DAYS (Sq.In.) No. (Degrees) (Degrees) (percent) 17 3000 81 3.5 83 n/a 10/2/2020 7 12 .57 18 3000 81 3.5 83 n/a 10/2.3/20 28 12.57 19 3000 81 3.5 83 n/a 10/23/20 28 12.57 20 3000 81 3.5 83 nla 11/20/20 56 12 .57 Pope Testing Services, LLC 7778~8 McKinely Ave Mobile Alabama, 36608 Project No.: 119-01 Date: 10/23/20 Report No .: Tested By : William Pope , Jr Reported By : William Pope, Jr Load Strength Design (pounds) (psi) Strength (psi) 43 ,630 3471 3000 60,066 4779 3000 58,844 4681 3000 0 3000 Percent of Design 116 159 156 0 For: Riverwood Development Project: River Place Subdivision Contractor: Frank Turner Engineer: Austin Engineering Supplier : Bayou Concrete Sample Locat ion : Curb Sample Date: 10/19/20 Sampled By : J RP No. of Cylinders : 4 PTS Cyl. Set No.: 597 Reports of Tests of Concrete ASTM C 31-69 (4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch) Temp. Air Tested DAYS (Sq.In.) No. (Degrees) (Degrees) (percent) 21 3000 82 3 86 nla 10/26/20 7 12.57 22 3000 82 3 86 n/a 11/16/20 28 12.57 23 3000 82 3 86 nla 11/16/20 28 12.57 24 3000 82 3 86 nla 56 12 .57 ( ( Pope Testing Services , LLC 7778-B McKinely Ave Mobile Alabama , 36608 Project No .: 119-01 Date : 10/26/20 Report No .: Tested By : William Pope, Jr Reported By : William Pope , Jr Load Strength Design (pounds) (psi) Strength (psi) 46 ,219 3677 3000 0 3000 0 3000 0 3000 Percent of Design 123 o 0 0 For: Riverwood Development Project: River Place Subdivision Contractor: Frank Turner Engineer: Austin Engineering Supplier: Bayou Concrete Sample Location : Sidewalk & Headwall Sample Date: 10/20/20 Sampled By: JRP No . of Cylinders : 4 PTS Cyl. Set No .: 598 Reports of Tests of Concrete ASTM C 31-69 (4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch) Temp. Air Tested DAYS (Sq.In.) No. (Deg rees} (Degrees) (percent) 25 3000 67 3 81 n/a 10/27/20 7 12 .57 26 3000 67 3 81 n/a 11/17/20 28 12 .57 27 3000 67 3 81 n/a 11 /17/20 28 12 .57 28 3000 67 3 81 n/a 56 12 .57 ( Pope Testing Services , LLC 7778-B McKlnely Ave Mobile Alabama , 36608 Project No .: 119-01 Date : 10/27/20 Report No .: Tested By : William Pope , Jr Reported By : William Pope , Jr Load Strength Design (pounds) (psi) Strength (psi) 37 ,685 2998 3000 0 3000 0 3000 0 3000 Percent of Design 100 0 0 0 For: Riverwood Development Project: River Place Subd ivision Contractor : Frank Turner Engineer: Austin Engineering Supplier: Bayou Concrete Sample Location : Headwall Sample Date : 10/21/20 Sampled By : JRP No . of Cylinders: 4 PTS Cyl. Set No.: 599 Reports of Tests of Concrete ASTM C 31-69 (4" X 8") 4 INCHES DIAMETER BY 8 INCHES HEIGHT CYLINDERS Client Mix Ambient Slump Cone Entrained Date Age Area Cylinder Design Temp. (inch) Temp. Air Tested DAYS (Sq.In.) No. (Degrees) (Degrees) (percent) 29 3000 71 3 81 n/a 10/28/20 7 12.57 30 3000 71 3 81 n/a 11/17/20 27 12 .57 31 3000 71 3 81 n/a 11/17/20 27 12.57 32 3000 71 3 81 nla 56 12.57 ( Pope Testing Services, LLC 7778-B McKinely Ave Mobile Alabama , 36608 Project No .: 119-01 Date: 10/28/20 Report No.: Tested By : William Pope, Jr Reported By : William Pope , Jr Load Strength Design (pounds) (psi) Strength (psi) 42 ,516 3382 3000 0 3000 0 3000 0 3000 Percent of Design 113 0 0 0 Page 1 of 10 City of Fairhope, Alabama Storm Water Facility and Greenspace Maintenance Agreement THIS STORM WATER FACILITY MAINTENANCE AGREEMENT (this “Agreement”) is made , executed and entered into this ____ day of _____________, 2020, by _____Riverwood Estates, LLC _______________________ (hereinafter called “Landowner”), to and for the benefit of the City of Fairhope, Alabama, a municipal corporation organized under the laws of the State of Alabama (hereinafter called the “City”). Recitals: WHEREAS, Landowner is the owner of that certain real property located in Baldwin County, Alabama and more particularly described on Exhibit “A” attached hereto and by reference made a part hereof (the “Property”); WHEREAS, Landowner is in the process and constructing and d eveloping a Subdivision on the Property to be known as _River Place__ (the “Subdivision”); WHEREAS, Landowner has applied with the City for preliminary plat approval for the plat of the Subdivision, a copy of which is attached hereto as Exhibit “B” (the “Plat”); WHEREAS, as a condition to the preliminary approval of the Plat, the City requires the construction and improvement of certain storm water management facilities as shown and referenced on the Plat and/or otherwise approved by the City in writing (the “Facilities”); WHEREAS, as a further condition to the approval of the Plat, the City requires that the Facilities be constructed and adequately maintained by Landowner, its successors and assigns, including any homeowners association formed by Landowner for purposes of managing and maintaining any common areas of the Subdivision (the “Association”); TO BE RECORDED Page 2 of 10 Agreement: NOW THEREFORE, for and in consideration of the premises and other good and valuable consideration, the receipt, adequacy and sufficiency of which are hereby acknowledged, Landowner and the City, intending to be legally bound, hereby covenant and agree as follows: 1. Landowner shall construct and improve t he Facilities strictly in accordance with the plans and specifications therefor (a) set forth on the Plat and/or (b) otherwise approved by the City in writing. Landowner acknowledges and agrees that the completion of construction of the Facilities is a condition to the City’s final approval of the Plat; provided, however, that in the event the City allows Landowner to provide a bond or other guarantee of completion of the Facilities, the Facilities shall be completed at least thirty (30) days prior to the expiration of said bond or other guarantee. 2. Landowner shall maintain the Facilities in such condition that the Facilities properly operate, function and perform (as designed by a professional engineer) for their intended purpose(s), which maintenance shall include, at a minimum, all maintenance required by all laws and ordinances of the City, the maintenance plan attached hereto as Exhibit “C”, all items set forth on the Maintenance Checklist (hereinafter defined), and such other maintenance as is customary in Baldwin County, Alabama with respect to substantially similar stormwater management facilities. As used herein, the term “Facilities” shall include, without limitation, all pipes, channels or other conveyances built to convey storm water to the Facilities, as well as all storm water structures, improvements, and vegetation provided to control the quantity and quality of storm water that discharges from the Property. In connection with Landowner’s maintenance of the Facilities, Landowner shall follow and comply with t he Storm Water Structural Control Maintenance Checklists attached hereto as Exhibit “D” and incorporated herein by reference (“Maintenance Checklist”). 3. Landowner shall inspect the Facilities and submit an inspection report every three years. Said inspections shall be conducted at the sole expense of Landowne r by a professional engineer registered in the State of Alabama and reasonably acceptable to the City and which inspection report shall be certified by said engineer to the City, which form of certification shall be reasonably acceptable to the City. The first inspection report is due by December 31st of the third year after completion of construction of the Facilities and subsequent inspection reports are due by December 31st of every successive third year thereafter. Each inspection report shall detail the then-current state of effectiveness of the Facilities and shall note any deficiencies in the Facilities and/or any portion or component thereof. TO BE RECORDED Page 3 of 10 The purpose of the inspection reports is to assure safe and proper operation and functioning of the Facilities. 4. Landowner hereby grants an irrevocable license to the City and its authorized agents and employees to enter upon the Property and to inspect the Facilities whenever the City deems necessary. The City shall provide Landowner copies of any inspection findings of the City. In the event the City finds any deficiencies in the Facilities, whether as a result of the inspection reports required under Paragraph 3 hereof or as a result of a City inspection conducted in accordance with this Paragraph, t he City shall have the right, but not the obligati on, to issue a written notice to Landowner of any such deficiencies. In the event the City issues any such deficiency notice, Landowner shall cure any such deficiencies within the time set forth for such deficiencies required by applicable law (whether federal, state, local or otherwise) and in any event within thirty (30) days of its receipt of such notice. 5. In the event Landowner fails to maintain the Facilities in good working condition acceptable to the City and in accordance with the terms and conditions hereof, the City shall have the right, but not the obligation, to enter upon the Property and take whatever steps are necessary to correct and bring the Facilities into good working condition and to charge the costs of such repairs to Landowner; provided, however, that in no event shall the foregoing be construed as to allow the City to erect any structure of permanent nature on the Property outside of the easement or other areas for the Facilities as shown on the Plat. It is expressly understood and agreed that the City is under no obligation to maintain or repair the Facilities and in no event shall this Agreement be construed to impose any such obligation on the City. 6. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, Landowner shall reimburse the City for all such costs and expenses within thirty (30) days of Landowner’s receipt of the City’s written demand therefor. Any sums not reimbursed to the City within said thirty (30) day period shall accrue interest at the rate of twelve percent (12%) per annum. 7. In the event of the employment of an attorney for the collection of any amount due hereunder or for the institution of any valid suit for the enforcement of any of the terms and conditions hereof, or on account of or for any other reason in connection herewith, Landowner covenants and agrees to pay and reimburse the City for its reasonable attorney’s fees incurred in connection therewith. TO BE RECORDED Page 4 of 10 8. This Agreement imposes no liability of any kind whatsoever on the City and Landowner covenants and agrees to defend, indemnify and hold the City harmless from and against any and all liability, loss, cost, damage and expense (including reasonable attorney’s fees) in the event the Facilities fail to operate properly, whether as a result of improper design, maintenance or otherwise. 9. This Agreement shall be recorded in the records of the Probate Court of Baldwin County, Alabama and shall constitute a covenant running with the land, and shall be binding on Landowner and its successors and assigns with regard to any interest in the Property, including, without limitation, the Association. It is expressly contemplated hereby that Landowner may convey the Facilities to the Association in which event the Association shall be obligated to perform all duties and obligations of “Landowner” hereunder. 10. Landowner represents and warrants to the City that Landowne r is the sole and absolute owner of the Property and is properly authorized to enter into this Agreement. 11. This Agreement shall be construed in accordance with the laws of the State of Alabama. 12. This Agreement may be executed in multiple counterparts by original or facsimile signatures, and each such counterpart shall be considered an original, but all of which together shall constitute one and the same agreement. 13. In the event of a default by Landowner hereunder, the City shall be entitled to all rights and remedies provided under applicable state law, including the right of specific performance. 14. This Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. 15. This Agreement shall not be construed more strictly against one party than against the other merely by virtue of the fact that it may have been prepared by counsel for one of the parties, it being recognized that all parties have contributed substantially and materially to the preparation of this Agreement. 16. Each notice, request, and communication required under this Agreement shall be in writing. It will be deemed to have been received: (i) on personal deli very; (ii) on the second business day after its deposit for overnight delivery with a recognized overnight delivery service; (iii) if by facsimile, TO BE RECORDED Page 5 of 10 on receipt of electronic confirmation of its receipt (but only if the facsimile is followed by delivery by United States mail); or (iv) if mailed, on actual receipt (but only if sent by registered or certified mail, with return receipt requested, addressed to the other party’s address below): If to the City: City of Fairhope, Alabama Attn: Planning Director 555 South Section Street Fairhope, Alabama 36532 If to Landowner: Riverwood Estates, LLC Attn:_Ray Lee 7883 Delta Woods Drive Bay Minette, AL 36570 Any party hereto may change its address for notice hereunder by giving notice to the other party in accordance with the foregoing. Any such change in address shall be effective ten (10) days following receipt of such notice by the receiving party. 17. Time is of the essence with respect to each obligation of the parties hereto under this Agreement. 18. The foregoing constitutes the entire agreement between the parties with respect to the subject matter hereof and may not be modified or amended except in a writing signed by all of the parties hereto. To the extent that this Agreement differs in any manner whatsoever from prior written or oral agreements regarding the subject matter hereof, or from any documents which are attached hereto, the terms and conditions of this Agreement shall control. [Remainder of Page Intentionally Left Blank] TO BE RECORDED Page 6 of 10 IN WITNESS WHEREOF, Landowner have caused this Agreement to be executed by and through its duly authorized representatives effective as of the date first set forth above. LANDOWNER: Riverwood Estates, LLC By:______________________________________ Name:______________________________ As Its:_____________________________ STATE OF ______________: COUNTY OF ____________: I, the undersigned Notary Public in and for said County in said State, hereby certify that ___________________, whose name as ___________ of ____________________________, a ___________________, is signed to the foregoing instrument and who is known to me, acknowledged before me on this day that, being informed of the contents of the instrument, he/she, as such _____________ and with full authority, executed the same voluntarily on the day the same bears date for and as the act of said _________________________. Given under my hand and official notarial seal this ____ day of __________, 200__. {SEAL} __________________________________________ NOTARY PUBLIC My Commission Expires:___________________ Exhibit List: Exhibit A – Description of the Property Exhibit B – Copy of the Plat Exhibit C – Inspection and Maintenance Checklist TO BE RECORDED Page 7 of 10 Exhibit A – Description of the Property COMMENCING AT THE NORTHEAST CORNER OF SECTION 1, TOWNSHIP 7 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA; THENCE RUN S -00°19'29"-W, ALONG SAID SECTION LINE, 1152.77 FEET TO A POINT; THENCE RUN WEST, LEAVING SAID SECTION LINE, 42.25 FEET TO THE WEST RIGHT-OF-WAY LINE OF BALDWIN COUNTY ROAD NUMBER 33, AND THE POINT OF BEGINNING; THENCE RUN S-00°14'00"-W, ALONG SAID WEST RIGHT-OF-WAY LINE OF BALDWIN COUNTY ROAD NUMBER 33, 607.13 FEET TO A POINT; THENCE RUN N -89°21'46"-W, LEAVING SAID WEST RIGHT-OF-WAY LINE OF BALDWIN COUNTY ROAD NUMBER 33, 1955.89 FEET TO A POINT; THENCE RUN N-00°14'12"-E, 208.99 FEET TO A POINT; THENCE RUN N- 00°13'58"-E, 208.96 FEET TO A POINT; THENCE RUN S -89°58'46"-E, 650.68 FEET TO A POINT; THENCE RUN N-04°39'06"-E, 182.63 FEET TO A POINT; THENCE RUN S-89°52'59"-E, 1291.15 FEET TO THE POINT OF BEGINNING; CONTAINING 24.19 ACRES, MORE OR LESS.TO BE RECORDED Page 8 of 10 Exhibit B – Copy of the Plat TO BE RECORDED Page 9 of 10 Exhibit C – Inspection and Maintenance Checklist Stormwater Detention Inspections and Maintenance Checklist Site Name: ___________________________________________ Owner change since last inspection? Y N Location: _______________________________________________________________________________________ Owner Name: - ___________________________________________________________________________________ Address: ________________________________________ Phone Number:_________________________________ Site Status: _____________________________________________________________________________________ Date: _______________ Time: ______________ Site conditions: ____________________________________ Inspection Frequency Key: A=annual; M=monthly; S=after major storms Inspection Items Inspection Frequency Inspected? (Yes/No) Maintenance Needed? (Yes/No) Comments/Description Treatment Area Treatment area free of debris? M Inlets and outlets unobstructed? M Is there standing water longer than 24 hours after a storm event? S Evidence or erosion? M/S Vegetation Adjacent area fully stabilized (no evidence of eroding material into Bioretention area)? A TO BE RECORDED Page 10 of 10 Plant height not less than design ponding depth? A Plant composition according to approved plan? A Grass height not more than 6 inches? M Vegetation overgrown? A Other A Hazards Have there been complaints from residents? M Public hazards noted? M Inspector Comments: _____________________________________________________________________________________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ __________ Overall Condition of Facility: Acceptable Unacceptable If any of the above Inspection Items are checked “yes” for “maintenance needed,” list maintenance actions and their completion dates below: Maintenance Action Needed Due Date The next routine inspection is scheduled for approximately: ______________________ (date) Inspected by: (signature) __________________________________________ Inspected by: (printed) ____________________________________________ TO BE RECORDED FINAL PLAT CHECKLIST 1 Last updated 7/28/2020 Date of review: December 14, 2020 Project: SD 21.04 River Place The following review checklist is derived from various components of the City of Fairhope Zoning Ordinance, City of Fairhope Subdivision Regulations, and/or staff recommendations. Additional comments may be depicted on “marked-up” plans. Level of acceptance is indicated with an “x” in the checkboxes below. Missing or outstanding items, or items requiring revision and resubmission are further described in the comments section of each item. All comments are indicated in bold italic text. Final Plat Submission Requirements Article IV, Section D.3. Staff Review 3. Staff Review – Applicants for a final plat shall first submit the final plat and plans to the Planning Director and/or his/her authorized agent for staff’s review. The Director shall determine if the submittals meet all of the requirements of Section D.1., above. Incomplete, partial, or inaccurate submittals will not be accepted, but will be returned to applicant for re-submission for a later hearing. Staff shall review the application and provide comments to the applicant. Following staff review and comments the applicant shall make a formal application for submittal to and review by the Planning Commission. ☐N/A ☐Accepted ☐Revise and Resubmit per comments Cross Reference: Article IV, Section.D.1.b.(19) Final Plat and Final Plans Final Plat Review Commentary: This section may be invoked if the application for final plat is incomplete or contains errors that rise to the level that the application is recommended for denial, tabled, or held over to a future meeting. Comments: Article IV, Section D.1. Two (2) copies of the final plat and all plans for initial final plat review. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section.D.1 Final Plat Application Checklist ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section.D.1.a. Maintenance Bond a. Either a financial guaranty (in the form of a maintenance bond) in an amount and form acceptable to the City Council as a guarantee for the installation of required improvements or the determination of the City's General Superintendent that all required improvements have been installed to the City's requirements. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: The maintenance bond submitted does not utilize a City of Fairhope bond from and will be returned. Further, a maintenance and guaranty agreement and schedule of values (SOVs) from which the bond amount is derived was not submitted. The amount of the bond submitted appears to include all items within the right of way (ROW) to be dedicated to Baldwin County. Subject property is outside the corporate limits of Fairhope and thus only the water system will be dedicated to the City of Fairhope, and only this infrastructure will be reflected in the maintenance bond and maintenance and guaranty agreement. The maintenance bond amount shall be 30% of the SOV cost. I I I I I I I I FINAL PLAT CHECKLIST 2 Last updated 7/28/2020 Article IV, Section.D.1.b.(1) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (1) Location of all blocks and lots with numbers in final numerical order. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments Article IV, Section.D.1.b.(2) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (2) Sufficient data to determine and reproduce on the ground the location, bearing, and length of every road line, block line, boundary line, building line shown to nearest 1/100 foot and bearings in the nearest 15 seconds. Includes radius of arc, central angle, length of tangent and length of curve for the centerline of roads and streets and for all property lines. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section.D.1.b.(3) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (3) Storm water culverts and appurtenances, their sizes and locations. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section.D.1.b.(4) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (4) Street Tree Plan shall be submitted showing the location of all planted street trees. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: This review assumes all unplanted street trees will be covered by a performance bond. Please see Article V, Section D.5.a.(8). Article IV, Section.D.1.b.(5) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (5) Final plans and calculations for utility layouts. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section.D.1.b.(6) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (6) Location and descriptions of monuments at block corners and iron pins at lot corners. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: I I I I I I I I I I I I FINAL PLAT CHECKLIST 3 Last updated 7/28/2020 Article IV, Section.D.1.b.(7) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (7) Delineation on plans or plat of clear sight triangles as required by Article V., Section D.5.b.(5). ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Cross Reference: Article V., Section D.5.b.(5). The final plat process assumes this item was reviewed at the preliminary plat stage and the preliminary plat approval is mirrored in the final plat request. Comments: The development contains no intersections and the gradual curve radii is unlikely to obstruct site triangles. Article IV, Section.D.1.b.(8) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (8) Owner and Lien-Holders Certificates of Dedications for Streets or other public use. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section.D.1.b.(9) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (9) Where streets stubs are provided, said stubs shall provide access to abutting properties. The applicant shall include a note on the plat providing notice that said stub shall provide future access to abutting properties. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section.D.1.b.(10) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (10) Certificate for Planning Commission Approval. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section.D.1.b.(11) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (11) Surveyor’s Certificate on Plat, Engineer’s Seal and Certificate on Plans. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section.D.1.b.(12) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (12) Provision for Recording Certificate. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: I I I I I I I I I I I I FINAL PLAT CHECKLIST 4 Last updated 7/28/2020 Article IV, Section.D.1.b.(13) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (13) Signature blocks for all utility providers. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section.D.1.b.(14) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (14) Certificate for County Engineer’s approval for extra-territorial plats. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Cross Reference: Article V, Section A. When lands proposed to be subdivided lie outside the corporate limits of the City, the minimum design standards of Baldwin County shall apply when such standards are more restrictive than those of the City. All approvals of the Commission shall be subject to the more restrictive requirements of Baldwin County and the approval of the County Engineer shall be a condition precedent to approval for construction of improvements. Not applicable inside the city limits. Comments: Article IV, Section.D.1.b.(15) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (15) Site data table box including but not limited to: • Total acreage of site • Acreage of common area(s) • Total number of lots • Gross Floor Area of Buildings • Site Density • Number of units proposed. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Acreage of common areas not shown in site data table. Article IV, Section.D.1.b.(16) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (16) Digital or video image(s) with date and time stamp of storm drains to ensure drainage structures are undamaged and free of debris and sediment. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Not furnished. Article IV, Section.D.1.b.(17) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (17) Maintenance Plan for maintenance of detention facilities during development and documents providing for continued maintenance after completion of development and sale of all lots. Such documents running as a covenant with the lands. Note the five (5) year inspection cycle in lieu of three (3) years. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Please revise paragraph “3” of the agreement to reflect the first report due at the end of the fifth year, and reports due at the end of every fifth consecutive year. I I I I I I I I I I FINAL PLAT CHECKLIST 5 Last updated 7/28/2020 Article IV, Section.D.1.b.(18) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (18)The engineer shall perform the supervision of construction, the final plat shall have the following engineer’s certification: “ENGINEER’S CERTIFICATE” “I, the undersigned, a Registered Engineer in the State of Alabama holding Certificate Number ______, hereby certify that I have designed the within improvements in conformity with applicable codes and laws and with the principals of good engineering practice. I further certify that I have observed the construction of the within improvements, that the same conforms to my design, that the within is a true and accurate representation of improvements as installed and that said improvements are hereby recommended for acceptance by the City of Fairhope, Alabama. ____________________ Project Engineer ____________________ Date ____________________ Name of Project to which the Certificate Applies Plans which are certified consist of Page _____ thru _____, each of which bears by seal and signature.” ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: This statement shall be included on the Final Plat, on the cover page of the As-Built drawings, and on the cover of the Stormwater Operations and Maintenance Agreement. Further, the cover page of the as-built drawings indicates the drainage calculations are based upon a 25-year storm frequency. COF requirements include 2-100 year storm events – please clarify. Article IV, Section.D.1.b.(19) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (19) All final plans submitted on a digital copy of all plans in an ADOBE PDF format. ☐N/A ☐Accepted ☒Follow-up information required Comments: 8 copies of the preliminary plat (reflecting any revisions) on 11x17 paper are required for inclusion in the Planning Commission packets. If any revisions to as-built drawings are required, one set of full-size as-built drawings on 24x36 paper is required as well. All drawings are also required electronically in Adobe pdf format. Article IV, Section.D.1.b.(20) Final Plat and Final Plans showing all information required by and meeting requirements of Article IV., Section C.1. and the following additional information: (20) ESRI ArcMap Shapefiles including, but not limited to locations of: street centerlines, sidewalk centerlines, curb lines (including back of curb), property corners, lot lines, and edge of pavement. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Not furnished. I I I I I I FINAL PLAT CHECKLIST 6 Last updated 7/28/2020 Article IV, Section D.2. Phased Plats 2. Phased Plats – A final plat that includes only a portion of the land area of an approved preliminary plat shall correspond to the phase lines on an approved preliminary plat. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: Article IV, Section D.4. Final Inspections 4. Final Inspections – Applicants shall submit a letter of verification prepared by the Applicant’s engineer certifying that all punch list items from the final inspections have been satisfactorily completed. A fee of $1,000.00 will be charged for all re-inspections caused by incomplete punch lists. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: For the applicant’s information Article IV, Section D.7. Recording 7. Recording – Applicant is responsible for recording of Plat and approval shall be null and void if the Plat is not recorded within sixty days after the date of final approval; provided, however, that the Commission may, on finding of good cause, extend that sixty day period. The applicant shall provide a copy of the recorded plat; failure to do so shall result in the denial of the issuance of the building permits within the subdivision. ☐N/A ☒Accepted with comments ☐Revise and Resubmit per comments Comments: For the applicant’s information. Article V, Section D.3.e. Street Standards – Street Layout a. Access to Adjacent Property - Street connections to abutting properties shall be provided at least at intervals not to exceed the maximum block length specified in Section D.4., by extension of a paved street that meets City construction requirements to the boundary of the abutting property. A temporary turnaround shall be provided for those streets subject to the following: (1) A circular turnaround with a diameter of 30 to 42 feet. If a center island is provided in the turnaround, the outside diameter shall be 45 feet with a 20 to 24-foot lane maintained at all times. Circular turnarounds may be designed to incorporate a future traffic circle or roundabout, as provided in Article V., Section D.5.h., when future streets will intersect at that point. (2) For extensions serving 5 lots or more, a cul-de-sac shall be required. Permanent dead-end streets shall not exceed 1,320 feet (1/4 mile) in length. Permanent dead-end streets with a pavement width of 20 feet or less shall be provided with a turnaround having a roadway diameter of at least 70 feet and a right- of-way diameter of at least 100 feet. Permanent dead-end streets with a pavement width of more than 20 feet shall be provided with a turnaround having a roadway diameter of at least 80 feet and a right-of-way diameter of at least 100 feet. At non-permanent dead-end street, provide a temporary turn-around with at least a 70’ diameter constructed with an all-weather surface. (3) For street extensions serving four or fewer lots, no temporary turnaround is required. (4) All access streets to adjacent property that are not connected at the time of the improvements shall be posted with a stop sign blank reading "Future Through Street.” The sign shall be posted by the Subdivider. ☐N/A with comments ☐Accepted with comments ☒Revise and Resubmit per comments Comments: The future through street sign has not been installed. I I I I I I I I FINAL PLAT CHECKLIST 7 Last updated 7/28/2020 Article V, Section D.3.f. Street Standards – Street Layout a. Street Lights - Street lights are to be paid for or installed by the developer at the time of development. Street lights shall be approved by the Planning director and/or his/her authorized agent and the Electrical Superintendent. Pole height shall be no more than 15 feet from finished grade. The type and style of lights and poles will be determined and agreed upon by the developer and the utility provider. All other approvals, including the design layout of street lights, will be granted by the electrical superintendent. The utility provider shall be responsible for the installation and maintenance of the street lights. Outside the City of Fairhope, the homeowner’s association will be responsible for the maintenance, if applicable, and energy costs of the lights and this responsibility shall be noted on the plat. ☐N/A ☒Accepted with comments ☐ Revise and Resubmit Cross Reference: Article IV, Section C.1.b.(12) Street lighting plan Comments: All street lights appear to be in place. Article V, Section D.5.a.(8) Street Standards – Street Design – General Requirements – Street Trees Street trees shall be planted on center in all planting strips according to the following: (a) All trees shall be at least 15 gallons and/or 1.5” to 2.5” in diameter when planted; (b) Trees shall be planted at least every 25 feet from intersections. A tree shall be planted one per lot or at least every 50 feet, but no closer than 10 feet; (c) Tree species and tree placement shall be approved by the City Horticulturist; (d) All trees shall be pruned so that no foliage, limbs or other obstructions exist between 2½ and 10 feet from the adjacent street grade; (e) In areas where planting strips are optional and not provided, sidewalks ten feet or greater shall provide 4’ x 4’ tree wells along the curb so that trees may be planted in conformance with these requirements. ☐N/A ☐Accepted with comments ☒Revise and Resubmit per comments Comments: A performance bond in lieu of installation of street trees was not submitted. Article VI, Section A. Construction Standards-General The sub-divider shall be required to install or construct improvements hereinafter described prior to having released bond or other surety which guarantees the installation of such improvements. All improvements required shall be constructed in conformity with these regulations and in conformity with Chapter 19, Streets, Sidewalks, and Other Public Ways, of the Code of Ordinances for the City of Fairhope, as amended. All improvements shall be designed and sealed by a Project Engineer. The Project Engineer shall carry Errors and Omissions Insurance at a minimum coverage of at least $1,000,000. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: The certificate of insurance provided does not include errors and omissions coverage. Article VI, Section C. Construction Standards-Curbs and Gutters Curbs and gutters shall be installed on all streets within the planning jurisdiction of the City of Fairhope, except on those streets which are eligible for the rural design standard expressed in Table 5.3, Appendix A of these regulations. On streets requiring curb and gutter, either valley type or barrier type concrete curb and gutter which meets the City's standards and specifications expressed in Chapter 19 of the Code of Ordinances, as amended shall be installed. Curbs and gutters shall be designed and installed in accordance with good engineering practice. Face of curbs shall be not less than six inches in height. Backfill behind curbs shall slope to the back of the curb for drainage. Markings shall be added to the curb to indicate the location of water and sewer laterals. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Curb markings incomplete. Please see the correspondence from the Fairhope Public Utilities Water and Sewer Superintendent for more information. I I I I I I I I FINAL PLAT CHECKLIST 8 Last updated 7/28/2020 Article V, Section D.6. Street Standards – Pedestrian Area Design Standards All streets shall include a pedestrian area comprised of a planting strip and a sidewalk, according to the standards in Table 5.3 in Appendix A. The developer may have the flexibility to construct the sidewalks within 2 years of final plat approval. A letter of credit guaranteeing the construction for 125% of the engineer’s estimate is required. At the end of 2 years, all sidewalks shall be completed by either the developer or City, using the letter of credit (or performance bond). The areas in which the sidewalks will be poured shall be graded and compacted at the time the subdivision infrastructure is constructed. The pedestrian area shall be designed according to the following minimum standards: a. All streets supporting residential land uses shall have a minimum 5-foot wide sidewalk on each side of the street with the back edge of the sidewalk being the edge of the right-of-way. b. All streets supporting public institutions and public facilities land uses shall include a minimum 5-foot wide sidewalk and 8-foot wide planting strip on each side of the street. c. All streets supporting non-residential land uses including commercial, office, and mixed-use villages, shall have: (1) a minimum 15’ wide sidewalk, with tree wells according to Article V., Section D.5.a.8.(e) on each side of the street; or (2) a minimum 10’ wide sidewalk and minimum 6-foot wide planting strip on each side of the street. d. Sidewalks shall include curb ramps meeting accessibility requirements of the Americans with Disabilities act at all intersections and any non-grade driveway or land intersecting the sidewalk. Article V, Section D.6. Street Standards – Pedestrian Area Design Standards (continued) e. Sidewalks shall be constructed of a minimum 4” concrete surface meeting City construction standards. Where applicable, sidewalk materials shall be used and constructed to encourage maximum tree preservation. f. Streets in rural and agricultural subdivisions meeting all requirements of Article V., Section D.7.c. and d. are not required to provide sidewalks. g. Where applicable, sidewalks shall be configured in a manner that provides for maximum tree preservation. ☐N/A ☐Accepted with comments ☒Revise and Resubmit per comments Cross Reference: Article V. Section D.5.a.8.(e) and D.7.c and d. Comments: Comments: A performance bond in lieu of installation of sidewalks was not submitted. Note that the performance bond shall be 125% of the SOVs for both street trees and sidewalks. Article VI, Section D. Construction Standards-Sidewalks Sidewalks shall be installed on all streets within the planning jurisdiction of the City of Fairhope, except on those streets which are eligible for the rural design standard expressed in Table 5.3, Appendix A of these regulations, or as elsewhere provided for in these regulations. On streets requiring sidewalks, concrete sidewalks which meet the City's standards and specifications expressed in Chapter 19 of the Code of Ordinances, as amended shall be installed. Sidewalks shall be designed and installed in accordance with good engineering practice. ☐N/A ☐Accepted ☐Revise and Resubmit per comments Cross Reference: Chapter 19 of the City of Fairhope Code of Ordinances, as amended, and Article V, Section D.6. Pedestrian Area Design Standard Comments: Comments: A performance bond in lieu of installation of sidewalks was not submitted. Note that the performance bond shall be 125% of the SOVs for both street trees and sidewalks. Article VI, Section G. Construction Standards-Fire Hydrants Fire Hydrants shall be installed along each street at a maximum interval of four hundred fifty (450) feet, or at the ends and center of each block, or as otherwise required by the fire authority having jurisdiction. Water supply and pressure shall be adequate to provide fire protection and for the future needs of the development. Blue reflective markers shall be installed at the street line of streets to indicate the location of fire hydrants. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Reflective markers are not in place. Please see the correspondence from the Fairhope Public Utilities Water and Sewer Superintendent for more information. I I I I I I FINAL PLAT CHECKLIST 9 Last updated 7/28/2020 Article VI, Section E.6. – 9. Construction Standards-Storm Water(Continued) 6. Warranty after Completion - All facilities subject to acceptance for maintenance by the public shall be warranted for a period of two years after date of acceptance by the developer. A surety bond guaranteeing such maintenance shall be a condition precedent to acceptance for maintenance by the governing body. 7. Applicability of General Law and Regulations - All plans and the Work shall fully conform to all rules, regulations, codes, laws, and ordinances which may reasonably apply thereto. In the event of conflict between provisions, the most restrictive provision shall apply. 8. As-Built Drawings – A copy of the construction as-built drawings stamped by the engineer shall be submitted to the Commission as verification that the project has been built in accordance with his or her design. 9. ESRI ArcMap Shapefiles - Electronic ESRI ArcMap shapefiles including but not limited to locations of all storm drainage piping, structures, inlets, ponds, swales, ditches, and any other forms of stormwater storage, treatment, or conveyance. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Cross Reference: City Code Section 19-2(f) Maintenance Bond Comments: ESRI ArcMap Shapefiles not submitted. Article VI, Section F. Construction Standards-Water System a. All subdivisions shall have water service. The water service shall be provided by either Fairhope Public Utilities or an approved water service. b. Primary water service may be individual well type systems that have been approved by the Baldwin County Health Department and the Fairhope Public Utilities Water Department. c. All water systems constructed within a subdivision and all water systems constructed outside of a subdivision but servicing a subdivision shall be constructed in accordance with those certain “Standard Specifications for Constructing Sanitary Sewer Facilities and Water Facilities” d. Water meters shall be placed inside the property line at the start of the utility easement. ☐N/A ☒Accepted with comments ☒Revise and Resubmit per comments Cross Reference: Standard Specifications for Constructing Sanitary Sewer Facilities and Water Facilities requires the following test reports to be submitted: • Division III, Section 5.16 Water Main Hydrostatic Testing • Division III, Section 5.17 Water Main Bacteria Testing Comments: A copy of the hydrostatic test chart recorder was submitted but without indication of acceptance by the Engineer of Record. Please verify acceptance. Please see the correspondence from the Fairhope Public Utilities Water and Sewer Superintendent for more information. Article VI, Section I. Construction Standards-Permanent Monuments Monuments shall be set at all points where the exterior boundaries of the subdivision intersect, including points of curvature and points of tangency on curved boundaries. All monuments and interior lot corners shall be as prescribed by the most recent edition of the Alabama Society of Professional Land Surveyors Document Standards of Practice for Surveying in the State of Alabama. ☐N/A ☒Accepted ☐Revise and Resubmit per comments Comments: I I I I I I FINAL PLAT CHECKLIST 10 Last updated 7/28/2020 Article VI, Section H. Construction Standards-Sanitary Sewerage 1. All subdivisions shall have sanitary sewer service. The sewer service shall be provided by either the Fairhope Public Utilities or an approved sewer service. 2. All sanitary sewer systems constructed within a subdivision and all sanitary sewer systems constructed outside of a subdivision but servicing a subdivision shall be constructed in accordance with those certain “Standard Specifications for Constructing Sanitary Sewer Facilities and Water Facilities” which is on file at the City of Fairhope Water & Sewer Department. 3. Individual septic tank type systems that have been approved by the Baldwin County Health Department and the Fairhope Public Utilities Sewer Department may be utilized. ☒N/A with comments ☐Accepted ☐Revise and Resubmit per comments Cross Reference: Standard Specifications for Constructing Sanitary Sewer Facilities and Water Facilities requires the following test reports to be submitted: • Division III, Section 1.04 A. Mandrel Testing of PVC gravity sewer lines • Division III, Section 1.09 B. Sanitary Sewer Manhole Vacuum Testing • Division III, Section 1.32 B.1.a.-e. Pneumatic Testing of Gravity Sanitary Sewer Lines • Division III, Section 1.32 B.2. Hydrostatic Testing of Sanitary Sewer Force Mains • Division III, Section 1.42 Internal Video Inspection of sanitary sewers Comments: All lots of record exceed 20,000sf and are thus eligible for Onsite Sewage (Septic) service. No sewage system to be dedicated to the COF was submitted. Article VI, Section K. Construction Standards-Inspection of Improvements When all required improvements have been installed, the sub-divider shall call for a final inspection. The Planning Director and/or his/her authorized agent and other City Department representatives shall inspect the site to determine if the required improvements are satisfactorily installed according to plans, specifications, standards and applicable laws and ordinances. To determine if the streets are installed to minimum standards, the sub-divider shall select an independent testing laboratory approved by the City to make the necessary tests. Tests shall be conducted at the expense of the sub-divider as required by Chapter 19 of the Fairhope Code of Ordinances. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Cross Reference: Chapter 19 of the Fairhope Code of Ordinances – Note that the Section 19-2 allows either 6” or 8” compacted sand clay base is allowed by Sec. 19-2(a)(2). The following test reports are required by the Municipal Code: • Subgrade Compaction (if required by Geotechnical Engineer) Sec. 19.2(a)(4) • Compaction during placement of base material Sec.19.2(a)(4) • Compacted base thickness borings Sec. 19.2(a)(4) • Asphalt thickness borings (1 ½” required thickness after compaction) Sec. 19.2(a)(5) • Concrete cylinder tests Sec. 19-2.(a)(3). • Storm drain inspection videos Comments: Compacted base thickness boring and storm system inspection videos not submitted. Staff is concerned that that material test report is signed and stamped by the engineer of record that prepared the project plans. Article IV, Section “L” requires material test reports to be stamped by a licensed professional engineer in the State of Alabama and included with the engineer’s stamp a statement certifying the infrastructure constructed meets the requirements of the project plans. I I I I FINAL PLAT CHECKLIST 11 Last updated 7/28/2020 Article VI, Section L. Construction Standards-Requirement to Complete Improvements Sub-divider shall be responsible for providing all required minimum improvements in the subdivision. This shall be accomplished either by (1) full installation of such improvements before the Final Plat is submitted to the Planning Commission for approval. or (2) after 90% substantial completion of the total cost of the infrastructure the sub- divider may provide to the City a financial guarantee of performance in the form of either a performance bond or a Letter of Credit. Any such performance bond shall be in form and substance acceptable to the Planning Commission, with oblige riders in favor of the City in the event the bond issued in the name of the sub-divider’s contractor and shall be issued by a surety that is licensed to do business in the State of Alabama and having a Best rating of A- or better. In the event that the subdivision lies within the extra-territorial jurisdiction, such guaranty shall be made jointly payable to the City of Fairhope and Baldwin County, Alabama. The surety and the form and amount of such financial guaranty shall be subject to approval of the City and/or County. Sub-divider shall be responsible for providing all test reports, inspection videos, and ESRI ArcMap Shapefiles including but not limited to the following: 1. Submission of all roadway and drainage-related test reports and inspection videos as required by Chapter 19 of the City of Fairhope Code of Ordinances stamped by a licensed professional engineer in the State of Alabama and including the engineer’s stamp and statement certifying the roadway construction meets the requirements of the project plans. 2. Submission of ESRI ArcMap Shapefiles are required by Article IV Section D. and Article VI. Section E. 3. Submission of all utility-related test reports, inspection videos, and ESRI ArcMap Shapefiles as required by Standard Specifications for Constructing Sanitary Sewer Facilities and Water Facilities with reports stamped by a licensed professional engineer in the State of Alabama and including the engineer’s stamp and statement certifying the utility services constructed meets the requirements of the project plans. ☐N/A ☒Accepted with comments ☒Revise and Resubmit per comments Comments: Please see Article IV, Section.D.1.a. for comments related to the maintenance bond. Reviewed by:__________________________ Date of Review:________________________ 12/14/2020 I I FIRE FLOW CALCULATIONS RIVERWOOD ESTATES BALDWIN COUNTY ALABAMA JANUARY 19, 2019 ! . Friction losses were calculated by u s ing the Haze n Williams fonnula. A software package known as EP ANET was used for the model. A dummy tank and 8 in ch pipe were used to s imulate the flow into the network from the Fairhope water system. An equi valent 6 inch pipe length of 193 linear feet was used to model the fire hydrant branches and fire hydrants. The model was calibrated by using a fire fl ow test that was perfom1ed as follows: Date of Fire Flow Test -January 3, 2 019 Location of Test-River Park Road at County Road 32 Baldwin County Alabama (See Waterline Network attached) Those Present -Joe Webber, Fairh ope Water Dept. Tyler Rogers, Fairhope Water Dept. Ray Lee, Owner/Oeveloper E d d ie Phillips, Aus tin E n gineering Co. Inc. Test Results -Plow at fire hydrant number l 1 -975 gpm Static pressure at fir e hydrant number 14 -70 psi Residual press ure at fire hydrant number 14 -49 psi Water line sizes and locations we re provided verbal ly by members of the Fairhope Water Dept. No maps of existing waterlines were available. We were told that a s ix inch diame ter waterline extends southward along River Park Road from County Road 32 to a point near the second house so uth of Old Timney Lane. 2. Fire 'flows were calculated at each of the four proposed fire hydrants for a pressure of 20 psi. These results are shown on the attached Waterline Network Drawing. Attached on pages 3 and 4 are the node and link reports for hydrant number 4. Similar reports were made for all 4 hydrants. AUSTIN ENGINEERING CO. rN C. Page 1 of 4 DATE: February 15, 2019 TO: Jena @ Austin Engineering REF: River Place We have approved and reserved the following road names for the subdivision listed above. The street names are reserved for one year. If you need them longer please call and let us know or they will be deleted year to date from this letter. If you have any questions, please feel free to contact our office at 251-947-5911. Hons Drive Sincerely, Cindy Taylor Addressing Assistant Baldwin County 9-1-1 Addressing Department P.O. BOX 924, ROBERTSDALE, ALABAMA 36567 251-947-5911 PAUL MUELLER WILLIAM PAPPAS CHARLIE JONES JOSEPH HOLASZ MARK D. RYAN General Counsel DAVID WILSON Chairman PHILLIP BRYARS, JR Vice Chairman Raymond Lovell Secretary/Treasurer CHRISTINE M. HEGER, ENP Director Baldwi~ County. EMERGENCY COMMUNICATION DISTRICT • Proposed amendment to Article V, Section I. HTD – Highway Transitional District Language within the included amendment is drafted by City of Fairhope Planning Staff. Final language may be amended by Legal Representation, Planning Commission, and/or City Council if adopted. Zoning District Uses Categories / Specific Uses Dwelling Single-family Two-family Townhouse '''''' ' Patio Home '' Multiple-family / Apartment '''' Manufactured Home ' Mixed-use Accessory Dwelling ''' '' '''' Estate Civic Elementary School Secondary School Education Facility Library Place of Worship Cemetery Hospital Public Open Space Common Open Space Community Center or Club Public Utility Office General Professional Home Occupation '''''''''''''''''' Retail Grocery Convenience Store ''''' ''' General Merchandise Shopping Center Automobile Service Station '' Outdoor Sales Limited Outdoor Sales Lot Garden Center Service Convalescent or Nursing Home Clinic Outdoor Recreation Facility Day Care General Personal Services Mortuary or Funeral Home Automobile Repair Indoor Recreation Dry Cleaner / Laundry Personal Storage '' Bed & Breakfast Hotel / Motel Boarding House or Dormitory Recreational Vehicle Park '''' Restaurant Bar Entertainment Venue Marina Kennel or Animal Hospital Warehouse Junk Yard or Salvage Yard Manufacturing Limited Light General Food Processing Rural Agriculture Rural Market Plant Nursery Permitted subject to general ordinance standards and conditions. ' Permitted subject to special conditions listed in the ordinance Permitted only on appeal and subject to special conditions Table 3‐1: Use Table Article III, Section B: B-3aR-AR-1(a,b,c)R-2R-3 THR-3 P/GHR-3R-4R-5R-6B-1 B-2NVCCVCHTDB-3bB-4M-1M-2PUDVRM Dimension Min. District or use Lot Width Front Rear Side Street side R/A 3 acres/ - 198’ 75’ 75’ 25’ 50’ none 30’ R-1 15,000 s.f./ - 100’ 40’ 35’10’ b 20’ 40%30’ a R-1a 40,000 s.f./ - 120’ 30’ 30’10’ b 20’ 25% 35’ R-1b 30,000 s.f./ - 100’ 30’ 30’10’ b 20’ 25% 35’ R-1c 20,000 s.f./ - 80’ 30’ 30’10’ b 20’ 25% 35’ R-2 10,500 s.f./ - 75’ 35’ 35’10’ b 20’ 37%30’ a R-3 7,800 s.f./ - 65’ 30’ 35’8’ b 20’ 35% 30’ R-3 PGH 4,000 s.f./ - 40’ 20’ 15’10’ b 10’ 32.50% 30’ R-3 TH 2,400 s.f. j/ - 24’ 20’ 35’0’ c 20’ 45% 30’ R-4 10,500 s.f. for two dwelling units plus 6,500 s.f. for each additional unit/ 7 UPA 75’ for two dwelling units plus 5’ for each additional unit 30’ 35’10’ b 20’ 30% 30’ R-5 10,500 s.f. for two dwelling units plus 4,100 s.f. for each additional unit/ 10 UPA 75’ for two dwelling units plus 5’ for each additional unit 30’ 35’10’ b 20’ 30% 30’ R-6 2 acres with a max. of 5 acres i/ - 250’ 25’ 20’20’ b 25’ N/A 30’ B-1 None/ - none 20’ d 20’none e 30’ l B-2 None/ - none 20’ d none f none e 30’ k l B-3a 7,500 s.f./ - 60’ 30’ 35’ 10’ 30%30’ l B-3b 7,500 s.f./ - 60’ 20’ 20’none e none 30’ l B-4 None/ - none 20’ 20’ 10’30’ l M-1 None/ - none none g none f none e none 45’ M-2 None/ - none none g none h none h none 45’ PUD HTD See Article V., Section I VRM NVC CVC Article III, Section B: Table 3‐2: Dimension Table See Article VI., Section B. See Article VI., Section C. Min. Lot Area/ Allowed Units Per Acre (UPA) Setbacks Max. total lot coverage by all structures Max. height See Article V., Section A. See Article VI., Section A. Article V Section I. Special Districts HTD – Highway Transitional District I. HTD - Highway Transitional District 1. Intent - The special standards listed in this section for the highway transitional district are intended to: • Provide an alternative to single-family residential zoning districts, specifically R-1 and R-2, along state highways within the City of Fairhope that are beyond the area of influence of the Village Nodes and Commercial Nodes as contemplated by the City of Fairhope Comprehensive Plan. • Provide development opportunities consistent with the City’s vision for commercial corridors to better serve community needs. • Unlike other districts within this section, the HTD is not an overlay district and does not affect any property owners, other than those who voluntarily apply for rezoning to this district. 1. Size – Lots shall be a minimum of 20,000 s.f. and under 3 acres. 2. Use – Uses for the HTD are listed in Table 3-1: Use Table. Rezoning to HTD may be conditioned so that uses permitted on appeal require a site plan. 3. Location – Eligible lots must have minimum of 100 feet on one side fronting the rights-of-way of U.S Highway 98, Alabama Highway 104, or Alabama Highway 181 and lie within the Corporate Jurisdiction of the City of Fairhope. 4. Dimension Standards – a. Lot frontage shall be adjacent to the highway unless otherwise approved within a Planned Unit Development. b. Setbacks a. Front Setback shall be 20’ b. Rear Setback shall be 20’ c. Side setbacks shall be 10’ c. Building Height a. Maximum Height is 30’ b. A mixed-use building may have a height of 35’ if it contains both residential and commercial space. The residential us must make up at least 33% of the total area of the building and the located on the second and/or third floor, and retail or office space must make up at least 50% of the total area of the building and be located on ground and/or second floor. d. Parking a. Parking shall be located behind the front building line. e. Any freestanding single-use or tenant retail building shall not have a building footprint larger than 8,000 square feet. f. All lands within twenty (20) feet of the boundaries of U.S. Highway 98, Alabama Highway 104, and Alabama Highway 181 within the corporate limits of the City of Fairhope are required to be reserved by owners or developers of such lands as greenspace and tree protection zones. The required greenspace may include land as required by the front setback. a. Where no vegetation, other than grass exists, new landscaping and plantings shall be installed at time of development within the 20-foot strip that meet the requirements of the City of Fairhope Tree Ordinance and receives approval by the City Horticulturist; otherwise the land may be left in its natural state and enhanced with the addition of trees and shrubs. g. Any future rezoning to HTD may be conditioned so that the goals and intent of the Comprehensive Plan and Article V., Section I.1. of the Zoning Ordinance are achieved. Proposed amendment to Article V, Section B. CBD – Central Business District Language within the included amendment is drafted by City of Fairhope Planning Staff. Final language may be amended by Legal Representation, Planning Commission, and/or City Council if adopted. Article V Section B. Special Districts CBD – Central Business District FAIRHOPE ZONING ORDINANCE 44 B. CBD – Central Business District Overlay 1. Intent – The Central Business District overlay is intended to preserve downtown Fairhope as the “Regional Village Center” and focal point for the City. The CBD overlay shall provide an environment for shopping, restaurant and entertainment, cultural and artistic institutions, offices, governmental functions, and residential uses. The CBD is intended to have a unique character in the City and serve the entire community by: • generating high levels of pedestrian and bicycle traffic; • providing a mix of uses; • create a focal point for activities throughout the City; • link to adjacent areas and areas throughout the City through a variety of modes of transportation; • strengthen non-automobile connections to adjacent neighborhoods; • buffer surrounding neighborhoods from any adverse impacts of activities in the CBD; and • provide small parks and trails. 2. Location and Size – The CBD overlay includes: From the southeast corner of the intersection of Oak Avenue and N. Church Street run east along the south side of Oak Avenue to a point on the east side of N. Section Street; one parcel on the north side of Oak Avenue from N. Section to the east end of Oak Avenue; one parcel on the east side of N. Bancroft Street from the north side of Oak Avenue to a point on the south side of Pine Avenue and along the east property line one parcel east of N. Bancroft Street; thence run east along the north property line of one parcel to a point; thence run south along the east property line to the south side of Equality Street; the west side of N. School Street from Equality Street to the south side of Stimpson Avenue; the south side of Stimpson Avenue to the east end of Stimpson Avenue; south to a point on the south side of Fairhope Avenue that is one parcel west of Mershon Street; one parcel on the south side of Fairhope Avenue from one parcel west of Mershon Street to the west side of S. School Street; to a point one parcel south of Morphy Avenue on the west of S. School Street; south to the west end of the unopened portion of right-of-way of Fels Avenue; along the north side of Fels Avenue from the northwest corner of the intersection of Fels Avenue and Oswalt Street to a point at the northeast corner of Fels Avenue and S. Church Street; north one parcel to a point one parcel south of Morphy Avenue; west to a point two lots west of S. Church Street; north to the north side of Morphy Avenue west to the northeast corner of the intersection of Morphy Avenue and S. Summit Street; along the east side of Summit Street to the southeast corner of the intersection of N. Summit Street and Magnolia Avenue; along the south side of Magnolia Avenue to the southeast corner of the intersection of Magnolia Avenue and N. Church Street; along the east side of N. Church Street to the southeast corner of the intersection of N. Church Street and Oak Avenue. 3. Uses – All uses permitted in the underlying zoning district are allowed in the CBD Overlay, provided that uses of property shall meet the intent of the Comprehensive Plan and Section E.1 of this Article. Any future Article V Section B. Special Districts CBD – Central Business District FAIRHOPE ZONING ORDINANCE 45 rezoning in the CBD overlay may be conditioned so that the goals and intent of the Comprehensive Plan and Article V., Section B.1. of the Zoning Ordinance are achieved. 4. Dimension Standards – All dimension standards for the underlying districts shall apply in the CBD overlay except as follows: a. Non-residential buildings in the CBD shall be built at the right-of-way line, unless a courtyard, plaza or other public open space is proposed. b. No side-setback is required for non-residential buildings in the CBD, except that corner lots shall have the same building line on the side street as is on the front street. c. Building heights for all structures shall not exceed 40 feet or 3 stories. d. Parking – (1) No parking is required for non-residential uses in the CBD. If parking is provided, it shall be located behind the building, screened from public rights-of-way, and have a direct pedestrian connection to the primary building entrance of the public right-of-way. (2) Dwelling units in the CBD shall provide the required parking. It shall be located behind the building, screened from public rights-of-way, and have a direct pedestrian connection to the primary building entrance of the public right-of-way. (3) Residential and office is encouraged on the upper floors of buildings; lower floors are encouraged to be retail or restaurants. e. Sidewalks shall be a minimum of eight feet (8’) in width for all new construction. This may be reduced, through the site plan approval process, upon satisfactorily demonstrating to the City Council that streetscape improvements constrain the site to the extent that eight feet (8’) is not feasible. In no case shall the sidewalk width be less than six feet (6’) in width. A written request must be made with accompanying justification statement and drawings for consideration of reduction in sidewalk width. f. A minimum of 50 percent of the gross floor area on the ground floor of a building in the CBD shall be dedicated to commercial uses. For the purposes of this calculation, gross floor area is defined as the total floor area contained on the ground floor within a building measured to the external face of external walls and shall include, but not be limited to, internal service areas, internal parking, internal stairwells, and internal common spaces. Retail and restaurants are encouraged on the ground floor adjacent to public streets. SD 21.05 Subdivision Regulations Text Amendment REQUEST: Staff request the passage of an amendment to the Fairhope Subdivision Regulations, Article V, Section F.4.i to read as follows: i. Stream boundaries including each buffer zone must be clearly delineated on all grading plans, subdivision plats, site plans and any other development plans. (1) The outside limit of the buffer must be clearly marked on-site with permanent signs placed every 100 feet prior to any land disturbing activities, or in the case of minor subdivisions, prior to approval of the minor subdivision plat. Stream and buffer limits must also be specified on all surveys and recorded plats and noted on individual deeds. Buffer requirements must be referenced in property owner’s association documents and shall be labeled on the plat. (a) For major subdivisions, permanent wetland buffer signage shall be a minimum 1’- 0” wide x 1’-6” tall 0.080” aluminum sign face, with black text over a white background reading “WETLAND BUFFER BOUNDARY” with text scaled to fit the sign face. Signpost shall be a 2” x 2” x 0.188” galvanized steel tube or galvanized u-channel. Signpost shall be embedded in concrete a minimum of 2’-0” deep and 1’-0” in diameter with signpost centered in the concrete. Top of sign when attached to signpost shall be a minimum 6’-0” above grade. Sign shall be attached to signpost with a minimum of two, 3/8” cadmium plated bolts with cadmium plated nuts and washers. (b) For minor subdivisions, temporary wetland buffer signage shall be a minimum 1’ - 6” wide x 1’ - 0” tall 4mm thick plastic corrugated sign face, with black text over a white background reading “WETLAND BUFFER BOUNDARY” with text scaled to fit the sign face and applied to both sign faces. Signpost shall be 9 gauge wire 6.7” wide x 17.7” tall double “H” sign stakes installed as typical. The planning commission reserves the right to require permanent wetland buffer signage for minor subdivisions if the intensity of the development may affect wetlands during or after development. STAFF RECOMMENDATION: Staff recommends to approve as requested. From:Wayne Mozley To:Buford King Subject:Add Mozley to Jan 4 meeting Date:Monday, December 14, 2020 3:29:14 PM SENT FROM AN EXTERNAL ADDRESS ________________________________ Please add Wayne Mozley ref# SD20.45 to be considered for an extension on small subdivision request application and plat completion Thanks Wayne Sent from my iPhone Page 1 of 1 November 20, 2020 Mr. Hunter Simmons City of Fairhope 161 North Section Street Fairhope, AL 36532 Re: Fairhope Falls West Subdivision SD 20.47 Condition Revision Request Dear Hunter: Fairhope Falls West, a village subdivision, was approved at the November 5, 2020 Planning Commission meeting. Approval had the following conditions: 1. The administrative replat is signed and recorded and a signed copy submitted to the Planning Department. 2. The next phase of construction is phase 4 connecting the existing development to Langford Road. 3. No subdivision applications shall be accepted until all conditions have been satisfied. On behalf of the property owners and the developer, we request that the third condition be amended to the following: Construction of any future phases shall not begin until the replat is recorded. If you need any additional information regarding this request, please advise. Sincerely, DEWBERRY Casey Hill Staff Planner Cc: 50125554 9 Dewberry· Dewberry Engineers Inc . 25353 Friendship Road Daphne, Al 36526 257 .990.9950 251 990 9910 fax www.dewberry com