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HomeMy WebLinkAbout05-03-2021 Planning Commission Agenda PacketCity of Fairhope Planning Commission Agenda 5:00 PM Council Chambers May 3, 2021 1. Call to Order 2. Approval of Minutes • March 1, 2021 • April 5, 2021 3. Consideration of Agenda Items: A. SD 21.21 Public hearing to consider the request of Johnson Fairhope Properties, LLC for plat approval of Adcock Subdivision, a 2-lot minor division. The property is approximately 8.9 acres and is located at the northwest corner of the intersection of US Highway 98 and Mary Ann Beach Road. PPIN #: 213465 B. SD 21.22 Public hearing to consider the request of Roberta U. Harris, etal and Stephen Urbanek for Preliminary plat approval of Overland Subdivision, Phase 1, a 32-lot subdivision. The property is approximately 15.80 acres and is located at the southeast corner of the intersection of County Road 48 and Blueberry Lane. PPIN #: 43640 C. SD 21.23 Public hearing to consider the request of Roberta U. Harris, etal and Stephen Urbanek for Preliminary plat approval of Overland Subdivision, Phase 2, a 29-lot subdivision. The property is approximately 12.48 acres and is located at the southeast corner of the intersection of County Road 48 and Blueberry Lane. PPIN #: 43640 D. SD 21.25 Public hearing to consider the request of FST, Provision Investments, LLC for plat approval of Fairhope Landing Subdivision, a 2-lot minor division. The property is approximately 12.44 acres and is located at on the east side of State Highway 181 approximately ¼ mile south of State Highway 104. PPIN #: 15491 E. SD 21.26 Public hearing to consider the request of FST, Provision Investments, LLC for preliminary approval of Fairhope Landing Subdivision, a 76-unit multiple occupancy project. The property is approximately 11.16 acres and is located at on the east side of State Highway 181 approximately ¼ mile south of State Highway 104. PPIN #: 15491 F. SD 21.27 Public hearing to consider the request of FST 68V LONGBRANCH 2019, LLC for Preliminary Plat approval of Longbranch Subdivision, a 28-lot division. The property is approximately 18.71 acres and is located on the north side of Twin Beech Road between County Road 13 and Thompson Hall Road. PPIN #: 77788 G. SD 21.28 Public hearing to consider the request of Joey and Janet Langley for Final plat approval of Dewberry Estates, a 2-lot minor division. The property is approximately 3.80 acres and is located on the north side of Dewberry Lane, at 9781 Dewberry Lane. PPIN #: 56024 H. SD 21.30 Public hearing to consider the request of 68V OBV 2020, LLC for Final plat approval of Old Battles Village, Phase 4A, a 22-lot subdivision. The property is approximately 14.90 acres and is located on the north side of phase 1 and 2 of Old Battles Village PUD. PPIN #: 71702, 113064, and 41077 I. ZC 21.07 Public hearing to consider the request of FST MPM INVESTMENTS L L C to rezone property from R-A Residential/Agricultural District to B-4 Business and Professional District. The property is approximately 2.22 acres and is located on the west side of State Highway 181, approximately 200 ft north of Windmill Rd. PPIN #: 14533 J. ZC 21.08 Public hearing to consider the request of Carolyn Gill Koch, as Trustee to establish an initial zoning of PUD (Planned Unit Development) concurrent with conditional annexation into the City of Fairhope, to be known as Baytown PUD. The property is approximately 16.56 acres located on the southwest corner of Dyer Road and Bishop Road. PPIN #: 24268 and 271784 K. ZC 21.09 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 to allow short-term rentals. 4. Old/New Business 5. Adjourn April 5, 2021 Planning Commission Minutes 1 The Planning Commission met Monday, April 5th at 5:00 PM at the City Municipal Complex, 161 N. Section Street in the Council Chambers. Present: Lee Turner, Chairperson; Art Dyas; Hollie MacKellar (via virtual attendance); Harry Kohler (via virtual attendance), John Worsham; Jason Langley, Water and Sewer Director; Hunter Simmons, Planning and Zoning Manager; Mike Jeffries, Planner (via virtual attendance); Carla Davis, Planner (via virtual attendance); Samara Walley, Planner (via virtual attendance); Kim Burmeister, Planning and Zoning (minutes); and Chris Williams, City Attorney Absent: Rebecca Bryant, Clarice Hall and Jimmy Conyers Chairman Turner called the meeting to order at 5:10 PM and announced the meeting is being recorded. ZC 20.05 520 N. Greeno Road Rezoning Public hearing to request rezoning of .73 acres from R-1 Low Density single family residential to Highway Transitional District (HTD). Property Owner /Applicant: Donna Dowsey, Penny Odom, & Sandra Lee General Location: East side of Greeno Road between Dyer Road and Gayfer Avenue Project Type: Rezoning Project Acreage: .73 acres Zoning District: R-1, Low Density Residential District PPIN Number: 3193 Engineer of record: n/a School District: Fairhope Elementary, Middle, & High School Report prepared by: Samara Walley (City Planner) via virtual meeting connection Comments Hunter presented case summary: Donna Dowsey, Penny Odom, and Sandra Lee are requesting to rezone property from R-1 Low Density Single Family Residential District to Highway Transitional 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. The applicants state that the property is no longer conducive for residential use and this is therefore justification for their request. The applicants state that there are no proposed plans for the property at this time. After listing the property for several months, there has been no residential interest. They state that they have, however, received some commercial interest if rezoned commercially. It should be noted that the Planning Commission recommended tabling this application at its November 5. 2020 meeting. At that time the applicants were requesting to rezone the property April 5, 2021 Planning Commission Minutes 2 to B-2, General Business District. The Fairhope City Council recently adopted the Highway Transitional District. Ordinance 1702 was adopted February 22, 2021. The applicant is now seeking to rezone to the newly adopted Highway Transitional District (HTD). Recommendation: Staff recommends APPROVAL of case number ZC 20.05 520 N. Greeno Road rezoning from R-1 to HTD. One of the owners, Sandra Lee (11755 Halcyon Loop, Daphne, AL) spoke on behalf of family for the rezoning of the property. Property has no residential interest but there is some interest for commercial here. Rezone to HTD would be a less intensive use than other commercial zoning. Hunter gave a description of HTD and allowable uses per the Zoning Ordinance: Article V, Section 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 properties 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. 2. Size – Lots shall be a minimum of 20,000 s.f. and under 3 acres. 3. 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. 4. 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. Lee Turner said this seems to be a good compromise for rezoning. Public Hearing: none April 5, 2021 Planning Commission Minutes 3 Motion: John Worsham made a motion to accept the staff recommendation to APPROVE Case ZC 20.05 2nd: Art Dyas 2nd the motion and the motion carried unanimously with the following vote: Vote: AD – Aye RB – Absent HK – Aye JW – Aye LT – Aye HM – Aye JL – Aye CHB – Absent JC – Absent April 5, 2021 Planning Commission Minutes 4 SR 21.01 Magnolia Mixed Use Site Plan Review; Public hearing to consider the request of FST Wise Properties-TN, LLC and S.E. Civil for approval of the site plan Property Owner: FST Wise Properties-TN, LLC Applicant: FST Wise Properties-TN, LLC and S.E Civil General Location: The north side of Magnolia Avenue just east of Church Street. Project Type: Site Plan Review Zoning District: B-2 General Business District Parent Parcel PPIN Number: 254510 and 343620 Engineer of record: S.E Civil School District: Fairhope West Elementary, Fairhope Middle, Fairhope High School Report prepared by: Hunter Simmons Recommendation: Denial Summary/Comments Public hearing to consider the request of FST Wise Properties-TN, LLC for Site Plan review approval of Magnolia Mixed Use, a 20-unit multiple occupancy project. The subject property is zoned B-2 General Business District and approximately .31 acres (13,288 square feet). The property is located on the north side of Magnolia Avenue just east of Church Street. A MOP case was submitted simultaneously with this Site Plan application. Consequently, staff report for the MOP and the Site Plan Review will be similar. The applicant proposes a 3-story mixed-use building. As proposed, the ground floor consists of two office spaces and a parking garage with 16 parking spaces (6 of which are compact spaces). One of the commercial spaces is 1,780 sf and the other unit is 400 sf, thus providing 18.7% commercial space on the ground floor. Use for the two commercial spaces was not provided but will be available for future rental space. The second and third floor plans are identical, consisting of 8 residential units and 1 commercial space on each floor for a total of 16 residential units and 2 commercial spaces. Each of the commercial spaces are 1840 sf. Along with the commercial space on the ground floor, there is a total of 5,860 sf of commercial space proposed. “Commercial Space” is clearly identified on the plat, however if approved it should be noted that the space shall not be utilized for dwelling units. Ten of the residential units are 1BR and six are 2BR. The applicant stated all units will be long-term rentals and will not be short-term rentals. Materials primarily consist of brick and stucco. Materials are illustrated on included elevations. Plans also illustrate a building height, including parapet wall, of 40’ and appear to be measured from the from the midpoint of the front façade to the top of the roof. The applicant proposes the building built to the front and rear property lines and will provide an 8’ sidewalk within the ROW that includes two tree wells planted with Chinese Pastiche trees. There are currently four parallel parking spaces within the ROW. Two of those space will need to be removed to allow ingress/egress, leaving to spaces per applicant comments. April 5, 2021 Planning Commission Minutes 5 There is approximately 5’ between either side of the building and the side property lines. Drainage, as well as most utilities are provided within the 5’ spaces. Balconies are proposed that project over City sidewalks. A hold-harmless agreement is provided as required by the City. A revised site plan also depicts a courtyard to be added to the site. Garbage will be collected in 5 individual garbage bins stored within the parking garage. The property owner has a management team that will be responsible for taking out the trash cans and returning them. The site will be serviced by Fairhope Utilities for electric, gas, water, and sewer. AT&T will be the telephone provider. An underground vault was approved for the electrical transformer, by the former electrical superintendent. Within the last few weeks, the applicant was informed by the Electric Department an underground vault was not a viable option. To date, an alternative plan has not been finalized. Staff is concerned about a potential location and questions where a transformer, if required, would be located. Drainage is connecting to an existing stormwater conveyance system. It should be noted, if approved, an administrative replat will be required prior to issuance of a building permit to combine the two lots into one. Finally, staff briefly discussed an alternative curbing option other than currently proposed but was unable to continue discussions due to matters beyond our control. The ultimate solution should not greatly impact the proposed development so staff recommends a conditional of approval that all sidewalks, curbing, and striping located in the City ROW be approve by the City of Fairhope Public Works. Hunter: This project was tabled by the Planning Commission in February 2021 due to traffic and garbage concerns. Changes did not change on residential units; these stay at 16 units. Ground floor commercial was reduced to 400 s. f. (reduced from 525) and 1780 s. f. (reduced from 2080 s.f.). and cited recent complaints with the Henry Flats development next door. Applicant states these will be long term rentals not short-term rentals. Proposed are 16 parking spaces: 6 compact, 9 (instead of 8) regular parking spaces, and 1 (instead of 2) handicap parking spaces. There will be 5 instead of 10 garbage cans provided for the proposed project. Henry Flats, similar project next door, was used as reference for garbage requirements. 2nd and 3rd floor is proposed to contain 1,850 s. f. of “common commercial space”. A mechanic closet was added as well. Front elevation has been revised. No side or rear revisions. Historically we have not required much parking in the CBD. However, parking meters are suggested in areas limited parking such as Fairhope’s CBD. Code Enforcement has received complaints on parking issues stemming from Henry Flats. Parking is currently an issue, recently Henry Flats managed towed a vehicle from city right of way. Henry Flats was advertising “No Parking” for city right of way spots. There is a potential issue with the stripping of the parking areas and compact car spaces in the parking garage of Henry Flats, limiting parking inside. Garbage pick up is also anticipated to be an issue, based on visual observations of Henry Flats waste management (garbage cans being April 5, 2021 Planning Commission Minutes 6 left out, etc.). He anticipates this project might have similar issues. The standards of the zoning ordinance have been met, but, in staff’s interpretation, staff does not believe the goals and intent of the zoning ordinance, nor the CBD district overlay, has been achieved. Mixed use with commercial and residential uses are encouraged throughout the city. However, we must evaluate the intensity of proposed developments and evaluate the burden on the community. All things considered, staff believe the proposed project, as currently proposed, attempts to pack too much into too small a space. It does not provide an overall benefit to the community. Recommendation: Staff recommends denial of case SR 21.01 Larry Smith, SE Civil, Engineer of record for project, spoke via virtual attendance on behalf of the applicant. Commercial is being utilized as much as possible per the City’s request. Applicant has tried hard to meet the intentions of the CBD. He said Henry Flats management put up No Parking signs because near properties have done the same. Art asked Hunter what an appropriate use for this site would be. Hunter said commercial as primary and residential as secondary use. Art said CBD property should support and establish businesses as primary function of the CBD. Lee stated that 16 parking spaces (the requirement) does not seem to be enough for a unit with this proposed density. He suggested a possible zoning ordinance change in the future. Lee: City may need to consider metered parking if we consider projects of this nature in the future. Art: CBD needs to stay primarily business/commercial, as per the definition of the Central Business District. Lee: Community expects the leaders to protect and preserve downtown. Art: People expect to park close to the business they are supporting. Parking is very limited downtown and this is perceived as a parking problem. Larry Smith, S. E. Civil: (via virtual attendance): Building space has been manipulated to utilize as much commercial space as possible. Fifty percent of the ground floor is commercial. “No parking” signs referenced from Henry Flats have been removed, though there are still some similar signs nearby with similar issues. The stripes Hunter referenced are not impeding the traffic isle. Garbage cans are not out at night (Henry Flats). Pictures shown were during the day, placed out for pick up. Maximum allowed parking for residential per zoning is 19 and we are proposing 16. City may need to change the zoning ordinance. He is at a loss on this one (as to denial). April 5, 2021 Planning Commission Minutes 7 Public hearing: Mike Dobson, 311 Magnolia: His residence at 311 Magnolia is mixed use but the primary function is commercial. His residential unit is on two floors and is single family. He would be the next-door neighbor to this property. He received an award from the City of Fairhope on the development of his mixed-use property. He said he has not been able to reach Mr. John Wise to fully express his concerns. His concerns are: Parking, which is already an issue Garbage and trash placement, which is already an issue for Henry Flats, a similar project next door He is vehemently opposed to this project. Blake Barnes, attorney and property owner of law firm at 306 Magnolia: His concerns are: This project proposes too much density (22-32 people) for one third of an acre. This project does not meet the intent of mixed use which should be primarily commercial with residential as a secondary use. He said the commercial units downstairs at Henry Flats, the similar project developed next door, are still unoccupied and are being used for storage. There is no common area for this property He is opposed to this project. Mike Shipper, lawyer/ property owner of 52 North Church Street. He cited sections in the Subdivision Regulations. This project will not be harmonious with other downtown properties. He is opposed to the project. Doug Kennedy – business owner of property at 308 Magnolia Balconies of proposed property are two feet from property line Traffic is already an issue on Magnolia Residents from this project would very likely use his parking area for parking because parking is already an issue He is opposed to this project John Wise, property owner: via virtual attendance: spoke to express his extreme disappointment with the way this case has been handled. He has redesigned the project from 24 units to 16. He feels he has met all conditions and does not understand what kind of development the city would support here. Mixed use is being promoted. Change the city regulations. Commissioners have a duty to abide by the regulations. It does not appear staff is going by the regulations. He wants the City to tell him exactly what will be acceptable here. He has spent 600K on the property and has rights to develop. He respects the adjoining property owner’s opinions and apologized for not being in contact with Mr. Dobson. April 5, 2021 Planning Commission Minutes 8 Motion: John Worsham made a motion to accept the staff recommendation to DENY Case SR 21.01 Art asked him to state the reason for the denial motion. Reason for denial per John: Denial is based on intent of CBD which is primarily commercial use. This project will require the removal of at least two city parking areas. This project is primarily residential with a commercial afterthought, and that is not the intent of the CBD district. 2nd: Art Dyas 2nd the motion and the motion carried unanimously with the following vote: Vote SR 21.01 for recommending City Council deny this project: AD – Aye RB – Absent HK – Aye JW – Aye LT – Aye HM – Aye JL – Aye CHB – Absent JC – Absent Unanimously denied April 5, 2021 Planning Commission Minutes 9 SD 21.10 Magnolia Mixed Use MOP; Public hearing to consider the request of FST Wise Properties-TN, LLC and S.E. Civil for approval of the MOP Property Owner: FST Wise Properties-TN, LLC Applicant: FST Wise Properties-TN, LLC and S.E Civil General Location: The north side of Magnolia Avenue just east of Church Street. Project Type: Municipal Occupancy Project (MOP) Zoning District: B-2 General Business District Parent Parcel PPIN Number: 254510 and 343620 Engineer of record: S.E Civil School District: Fairhope West Elementary, Fairhope Middle, Fairhope High School Report prepared by: Carla Davis Recommendation: Denial Summary/Comments Public hearing to consider the request of FST Wise Properties-TN, LLC for Site Plan review approval of Magnolia Mixed Use, a 20-unit multiple occupancy project. The subject property is zoned B-2 General Business District and approximately .31 acres (13,288 square feet). The property is located on the north side of Magnolia Avenue just east of Church Street. A Site Plan application was submitted simultaneously with this Site MOP application. Consequently, staff report for the MOP and the Site Plan Review will be similar. The applicant proposes a 3-story mixed-use building. As proposed, the ground floor consist of two commercial spaces and a parking garage with 16 parking spaces (6 of which are compact spaces). One of the commercial spaces is 1,780sf and the other is 400 square feet. Thus providing 18.7% commercial space on the ground floor. Use for the two commercial spaces was not provided but will be available for future rental space. The second and third floor plans are identical, consisting of 8 residential units and 1 commercial space on each floor for a total of 16 residential units and 2 commercial spaces. Each of the commercial spaces are 1840 sf. Along with the commercial space on the ground floor, there is a total of 5,860 sf of commercial space proposed. “Commercial Space” is clearly identified on the plat, however if approved it should be noted that the space shall not be utilized for dwelling units. Ten of the residential units are 1BR and six are 2BR. The applicant stated all units will be long-term rentals and will not be short-term rentals. The applicant proposes the building built to the front and rear property lines and will provide an 8’ sidewalk within the ROW that includes two tree wells planted with Chinese Pastiche trees. There are currently four parallel parking spaces within the ROW. Two of those space will need to be removed to allow ingress/egress, leaving to spaces per applicant comments. April 5, 2021 Planning Commission Minutes 10 There is approximately 5’ between either side of the building and the side property lines. Drainage, as well as most utilities are provided within the 5’ spaces. Balconies are proposed that project over City sidewalks. A hold-harmless agreement is provided as required by the City. The site plan has also been revised to depict a courtyard. Garbage will be collected in 5 individual garbage bins stored within the parking garage. The property owner has a management team that will be responsible for taking out the trash cans and returning them. The site will be serviced by Fairhope Utilities for electric, gas, water, and sewer. AT&T will be the telephone provider. An underground vault was approved for the electrical transformer, by the former electrical superintendent. Within the last few weeks, the applicant was informed by the Electric Department an underground vault was not a viable option. To date, an alternative plan has not been finalized. Staff is concerned about a potential location and questions where a transformer, if required, would be located. Drainage is connecting to an existing stormwater conveyance system. It should be noted, if approved an administrative replat will be required prior to issuance of a building permit to combine the two lots into one. While the proposed project may provide the minimum required parking, staff believes the density of units on .31 acres creates an unreasonable burden on adjacent properties and the surrounding neighborhood. Staff fails to see how revised plans address traffic and parking concerns posed by the Planning Commission. Staff acknowledges the applicant made efforts to include more commercial space, but overall unit counts remained the same. All things considered, while staff agrees the proposed project may meet the standards of the zoning ordinance, we do not believe the goals and intentions have been achieved. 16 residential units and 4 commercial units on .31 acres while providing 16 off-street parking spaces and removing 2 on-street spaces negatively impacts adjacent properties and surrounding neighborhoods. Recommendations: Staff recommends denial of case SD 21.10. Note: This is tied to SR 21.01. Hunter: The site plan and MOP are similar. Other than the electrical supply, the technical standards of the case are resolved. However, staff believes for reasons stated in SR 21.01, the proposed project is not consistent with the City’s comprehensive plan. For the reason, staff recommends denial. Public Hearing : See Public Hearing comments in SR 21.01 April 5, 2021 Planning Commission Minutes 11 Motion: John Worsham made a motion to accept the staff recommendation to DENY Case SD 21.10 Reason for denial: Denial is based on intent of CBD which is primarily commercial use. This project will require the removal of at least two city parking areas. This project is primarily residential with a commercial afterthought, and that is not the intent of the CBD district. 2nd: Art Dyas 2nd the motion and the motion carried unanimously with the following vote: Vote SD 21.10 AD – Aye RB – Absent HK – Aye JW – Aye LT – Aye HM – Aye JL – Aye CHB – Absent JC – Absent Unanimous April 5, 2021 Planning Commission Minutes 12 Lee stated that cases ZC 21.05 and ZC 21.06 have been withdrawn from this meeting. SD 21.16 Mayfield Subdivision; Public hearing to consider the request of David Baxter and Jerri Mayfield for approval of the 3-lot subdivision on the East side of Lawrence Road just South of the intersection Gayfer Road Property Owner /Applicant: David Baxter and Jerri Mayfield General Location: East side of Lawrence Road, just South of the intersection of Gayfer Road Extension Project Type: 3-Lot Minor Subdivision Project Acreage: 29.14 acres Zoning District: Unzoned PPIN Number: 36376 Engineer of record: S.E. Civil School District: Fairhope Elementary, Middle, & High School Report prepared by: Samara Walley (City Planner) Comments: Public hearing to consider the request of David Baxter and Jerri Mayfield for plat approval of Mayfield Subdivision, 3-lot minor division. The property is approximately 29.14 acres and is located on the east side of Lawrence Road, just south of the intersection of Gayfer Road Extension. The subject property is in Fairhope’s Extra Territorial Jurisdiction and therefore must follow Fairhope’s Subdivision Regulations. Fairhope’s Subdivision Regulations Article VI Section D requires the provision of sidewalks along all streets in the Planning Jurisdiction of Fairhope. The preliminary plat does not illustrate sidewalks and therefore the applicant is requesting a waiver. The site plan illustrates a 3-lot division fronting Lawrence Road. Two fire hydrants are illustrated on the plat within a 450’ radius of each other. Utility and drainage easements are illustrated on the plat for each lot. In lieu of a sidewalk, the applicant has illustrated a sidewalk easement along Lawrence Road. There are wetlands illustrated on the site. A 30’ wetland buffer has been provided. The applicant has also provided a Wetland Delineation from Wetland Sciences. Recommendation: Staff recommends APPROVAL of case number SD 21.16 Mayfield Subdivision with the following condition; April 5, 2021 Planning Commission Minutes 13 Approval of sidewalk waiver. Samara stated the details of the case. Staff has received all utility letters. David Diehl, surveyor with Dewberry, was present via virtual attendance to answer questions on behalf of the applicant. He said the applicant has received a family subdivision exemption from the County. Public hearing : none Motion: John Worsham made a motion to accept the staff recommendation to APPROVE Case SD 21. 16 with the following conditions of approval: • Approval of sidewalk waiver. 2nd: Art Dyas 2nd the motion and the motion carried unanimously with the following vote: Vote for approval of SD 21.16: AD – Aye RB – Absent HK – Aye JW – Aye LT – Aye HM – Aye JL – Aye CHB – Absent JC – Absent Unanimous approval April 5, 2021 Planning Commission Minutes 14 SD 20.48 The Estates at the Verandas Village Subdivision Amendment; Public hearing to consider the request of FST, Verandas LLC for approval of the request to amend the Verandas Village Subdivision approved November 2020, from Phase 2 to Phase 2 and 3. Property Owner /Applicant: FST, Verandas LLC General Location: south side of State Highway 104 approximately 3/8 mile east of the SR 104 / SR 181 intersection Project Type: Village Subdivision Amendment Number of Lots: 120 Project Acreage: 59.72+/- Zoning District: Unzoned PPIN Number: 64685 Engineer of record: Dewberry Engineers School District: Fairhope East, Middle, and High School Report prepared by: Mike Jeffries Comments: Dewberry Engineers on behalf of FST Verandas LLC requesting an amendment to the Estates at the Verandas Village Subdivision approved November 2020. The approved village plan includes 2 phases. Phase 1 has preliminary approval January 2021. The request is to split phase 2 creating an additional phase. This will have a result of three phases total in the village subdivision. No other changes are proposed, Staff Recommendation: Approval of the amendment to the Village Subdivision Hunter: this case is also tied to SD 21.17 and SD 21.18. Current Phase 2 is being proposed as Phase 2 (SD 21.17) and Phase 3 (SD 21.18). This is simply to divide phase 2 into phase 2 and 3. In the future, he may handle this administratively, if planning commission approves. Lee said yes, administrative approval would be appropriate in the future. Trae Corte, property owner and developer, was in attendance to answer questions. He asked Hunter if the City had renumber some of his lots. Hunter said they have renumbered some consecutive lot numbers. Hunter said he can address this administratively. Public hearing: No one spoke April 5, 2021 Planning Commission Minutes 15 Motion: John Worsham made a motion to accept the staff recommendation to APPROVE Case SD 20.48 2nd: Art Dyas 2nd the motion and the motion carried unanimously with the following vote: Vote for approval of SD 20.48 AD – Aye RB – Absent HK – Aye JW – Aye LT – Aye HM – Aye JL – Aye CHB – Absent JC – Absent Unanimous approval April 5, 2021 Planning Commission Minutes 16 SD 21.17 The Estates at the Verandas Phase 2; Public hearing to consider the request of FST, Verandas LLC for approval of the 25-lot subdivision on Highway 104 near State Highway 181 Property Owner /Applicant: FST, Verandas LLC General Location: south side of State Highway 104 approximately 3/8 mile east of the SR 104 / SR 181 intersection Project Type: Major Subdivision Number of Lots: 25 Project Acreage: 88.87 +/- Zoning District: Unzoned PPIN Number: 64685 Engineer of record: Dewberry Engineers School District: Fairhope East, Middle, and High School Report prepared by: Mike Jeffries Comments: - Drainage: Engineer of Record provided a report that the proposed project meets or exceeds both Fairhope’s and Baldwin County’s subdivisions regulations and will not have an adverse effect downstream. - The Low Impact Development techniques utilized on site provides a 95.8% TSS removal exceeding the 80% required. - Greenspace requirement was waived with approval of the Village Subdivision due to lot size. - Proposed phase 2 is in substantial conformance to the approved Village Subdivision. Staff Recommendation: Approve with the following condition: Approval of the amendment to SD 20.48 Estates at the Verandas Village Subdivision (approved in November 2020). Trae Corte, owner and developer, was in attendance to answer questions. Hunter reviewed the case details, with Mike Jeffries attending via virtual attendance. Public Hearing: No one spoke April 5, 2021 Planning Commission Minutes 17 Motion: John Worsham made a motion to accept the staff recommendation to APPROVE Case SD 21.17 with the following conditions of approval: • Approval of the amendment to SD 20.48 Estates at the Verandas Village Subdivision 2nd: Art Dyas 2nd the motion and the motion carried unanimously with the following vote: Vote on approval of SD 21.17 AD – Aye RB – Absent HK – Aye JW – Aye LT – Aye HM – Aye JL – Aye CHB – Absent JC – Absent Unanimous approval April 5, 2021 Planning Commission Minutes 18 SD 21.18 The Estates at the Verandas Phase 3; Public hearing to consider the request of FST, Verandas LLC for approval of the 10-lot subdivision on Highway 104 near State Highway 181 Property Owner /Applicant: FST, Verandas LLC General Location: south side of State Highway 104 approximately 3/8 mile east of the SR 104 / SR 181 intersection Project Type: Major Subdivision Number of Lots: 10 Project Acreage: +/- Zoning District: Unzoned PPIN Number: 64685 Engineer of record: Dewberry Engineers School District: Fairhope East, Middle, and High School Report prepared by: Mike Jeffries Comments: - Drainage: Engineer of Record provided a report that the proposed project meets or exceeds both Fairhope’s and Baldwin County’s subdivisions regulations and will not have an adverse effect downstream. - The Low Impact Development techniques utilized on site provides a 95.8% TSS removal exceeding the 80% required. - Greenspace requirement was waived with approval of the Village Subdivision due to lot size. - Proposed phase 3 is in substantial conformance to the approved Village Subdivision. Staff Recommendation: Approve with the following condition: • Approval of the amendment to SD 20.48 Estates at the Verandas Village Subdivision Trae Corte, owner and developer, was in attendance to answer questions. Public Hearing: No one spoke April 5, 2021 Planning Commission Minutes 19 Motion: John Worsham made a motion to accept the staff recommendation to APPROVE Case SD 21.18 with the following conditions of approval: • Approval of the amendment to SD 20.48 Estates at the Verandas Village Subdivision 2nd: Art Dyas 2nd the motion and the motion carried unanimously with the following vote: Vote on approval of SD 21.18 AD – Aye RB – Absent HK – Aye JW – Aye LT – Aye HM – Aye JL – Aye CHB – Absent JC – Absent Unanimous approval April 5, 2021 Planning Commission Minutes 20 SD 21.19 Fairhope Falls Phase 8; Public hearing to consider the request of Leonard and Sharon Smart and 68 Ventures, LLC for approval of the 34 lot subdivision on Highway 104 Property Owner /Applicant: Leonard and Sharon Smart and 68 Ventures, LLC General Location: east side of Langford Road just north of Dressage Way Project Type: Major Subdivision Number of Lots: 34 Project Acreage: 10.84+/- Zoning District: Unzoned PPIN Number: 350639, 310029 Engineer of record: Dewberry Engineers School District: Fairhope East, Middle, and High School Report prepared by: Mike Jeffries Comments: - Drainage has been reviewed and approved by City of Fairhope’s Public Works Director, Richard Johnson, P.E. The drainage for phases 4-9 will utilize 3 detention ponds that will discharge through concrete weir outfalls structures to the immediate pond downstream eventually into a stilling basin before sheet flowing into existing wetlands. - The ponds as wet basins achieve the required 80% TSS removal. - The applicant has received the proper wetland permits to combine a small non-jurisdictional wetland to a larger wetland pond. o Wetland buffer signs must be in place prior to any land disturbance activities. - The proposed lot sizes and layout are consistent with the approved Village Subdivision and with minimum lot size of 9,100 SF. - A traffic study was provided for that included the remaining phases 4-9 encompassing 391 lots. The study recommended improvements for the intersection of Langford Road and SR 104 be widened to accommodate northbound left turn lane, an eastbound right turn lane, and a westbound left turn lane. These improvements shall be installed before application for Final Plat. Staff Recommendation: Approve with the following condition: • A replat satisfying condition 1 of approval for SD 20.47 Fairhope Falls West Village Subdivision. • Recommended traffic improvements as stated in staff report are installed prior to acceptance of application for final plat. Any deviation will require reapproval from the Planning Commission. • Amenities are installed prior to acceptance of application for final plat. Hunter provided details of the case. Reminder to the developer on requirements for requesting extensions, if needed. Applicant / developer has two years to obtain final plat approval. All phases are expected to be completed by 2024. April 5, 2021 Planning Commission Minutes 21 Lee asked Hunter for clarification on the two-year deadline with projects needing more time to complete and obtain final plat. Normally there is only one extension allowed. Hunter said it depends on construction details but also depends on percentage of project completion as to whether or not staff would recommend granting approval for extensions. Art said hypothetically applicant might be required to re-apply if not granted an extension or not granted a second extension, based on current regulations. Cherice Brannon, Dewberry, was available via virtual attendance to answer any questions on behalf of the developer. She is waiting on a response from AL-DOT to determine whether the entrance at 104 will be required to have a traffic light. There will be a left turn lane regardless of traffic signal requirement. Public hearing: none Motion: Art Dyas made a motion to accept the staff recommendation to APPROVE Case SD 21.19 with the following conditions of approval: • A replat satisfying condition 1 of approval for SD 20.47 Fairhope Falls West Village Subdivision. • Replat clarifying phasing lines • Recommended traffic improvements as required by AL-DOT (including traffic lights) and as per staff recommendation, and as stated in staff report. These shall be installed prior to acceptance of application for final plat. Any deviation will require reapproval from the Planning Commission. • Amenities are installed prior to acceptance of application for final plat. 2nd: John Worsham 2nd the motion and the motion carried unanimously with the following vote Vote on approval of SD 21.19 AD – Aye RB – Absent HK – Aye JW – Aye LT – Aye HM – Aye JL – Aye CHB – Absent JC – Absent Unanimous approval April 5, 2021 Planning Commission Minutes 22 SD 21.20 Fairhope Falls Phase 9; Public hearing to consider the request of Leonard and Sharon Smart and 68 Ventures, LLC for approval of the 58 lot subdivision on Highway 104 Property Owner /Applicant: Leonard and Sharon Smart and 68 Ventures, LLC General Location: east side of Langford Road just north of Dressage Way Project Type: Major Subdivision Number of Lots: 58 Project Acreage: 18.31+/- Zoning District: Unzoned PPIN Number: 310029 Engineer of record: Dewberry Engineers School District: Fairhope East, Middle, and High School Report prepared by: Mike Jeffries Comments: - Drainage has been reviewed and approved by City of Fairhope’s Public Works Director, Richard Johnson, P.E. The drainage for phases 4-9 will utilize 3 detention ponds that will discharge through concrete weir outfalls structures to the immediate pond downstream eventually into a stilling basin before sheet flowing into existing wetlands. - The ponds as wet basins achieve the required 80% TSS removal. - The applicant has received the proper wetland permits to combine a small non-jurisdictional wetland to a larger wetland pond. o Wetland buffer signs must be in place prior to any land disturbance activities. - The proposed lot sizes and layout are consistent with the approved Village Subdivision and with minimum lot size of 8,344 SF. - A traffic study was provided for that included the remaining phases 4-9 encompassing 391 lots. The study recommended improvements for the intersection of Langford Road and SR 104 be widened to accommodate northbound left turn lane, an eastbound right turn lane, and a westbound left turn lane. These improvements shall be installed before application for Final Plat. Staff Recommendation: Approve with the following condition: • A replat satisfying condition 1 of approval for SD 20.47 Fairhope Falls West Village Subdivision. • Recommended traffic improvements as directed by AL-DOT and staff and as stated in staff report; installed prior to acceptance of application for final plat. Any deviation will require reapproval from the Planning Commission. • Amenities are installed prior to acceptance of application for final plat. Public hearing: Cherice Brannon, Dewberry, was available via virtual attendance to answer any questions on behalf of the developer. Public comments: none April 5, 2021 Planning Commission Minutes 23 Motion: Art Dyas made a motion to accept the staff recommendation to APPROVE Case SD 21.20 with the following conditions of approval: • A replat satisfying condition 1 of approval for SD 20.47 Fairhope Falls West Village Subdivision. • Recommended traffic improvements as required by AL-DOT (including traffic lights) and as per staff recommendation, and as stated in staff report. These shall be installed prior to acceptance of application for final plat. Any deviation will require reapproval from the Planning Commission. • Amenities are installed prior to acceptance of application for final plat. 2nd: John Worsham 2nd the motion and the motion carried unanimously with the following vote Vote on approval of SD 21.20 AD – Aye RB – Absent HK – Aye JW – Aye LT – Aye HM – Aye JL – Aye CHB – Absent JC – Absent Unanimous approval April 5, 2021 Planning Commission Minutes 24 Old/New Business 1. River Place SD 21.04 applicant / developer has requested a 60 day extension Motion: John Worsham made a motion to approve the request for 60 day extension 2nd: Art Dyas 2nd the motion leading to the vote: Vote on approval of 60-day extension for River Place SD 21.04 AD – Aye RB – Absent HK – Aye JW – Aye LT – Aye HM – Aye JL – Aye CHB – Absent JC – Absent Unanimous approval 2. Hunter requested a work session with Planning Commission once per year to discuss department goals. Work Session tentatively set for April 23rd at noon, Delchamps Room if available. Attorney cautioned that this meeting must meet the open meeting rules. 3. Hunter mentioned a possible upcoming proposed change to zoning ordinance, amending the Short-Term Rental ordinance to include B-4 as an allowable zoning for short term rentals. Commissions offered support. Adjournment Motion to adjourn by John Worsham: Art Dyas seconded motion to adjourn. Unanimous. Adjourned at 7:15 p.m. ____________________________ ________________________ Lee Turner, Chairman Kim Burmeister, Planning and Zoning US HW Y 9 8 HAMILTON LN MARY ANN BEACH RDMARY ANNBEACH RDLARI-BEL DRKELLER RDTURNER LN City of FairhopePlanning Commission May 3, 2021 ¯US HW Y 9 8 MARY ANN BEACH RDMARY ANN BEACH RDTURNER LN SD 21.21 - Adcock Subdivision Legend bc_base.GIS1.bc_base_GIS1_Planimetric_centerlines_96 COF Planning Jurisdiction ¯ ¯ ^ Project Name: Johnson Fairhope Properties, LLCSite Data: 8.9 acresProject Type: 2-Lot Minor SubdivisionJurisdiction: Fairhope Planning JurisdictionZoning District: UnzonedPPIN Number: 213465General Location: Located at the northwest corner of the intersection of US Highway 98 and Mary Ann Beach Road.Surveyor of Record: Goodwyn, Mills, & Cawood, Inc.Engineer of Record: Goodwyn, Mills, & Cawood, Inc.Owner / Developer: Johnson Fairhope Properties, LLCSchool District: Larry Newton Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ ConditionsPrepared by: Carla Davis ~~~ 'II\ -r/.-J::-,\{ .-- 1-I ~ 1!h -1; -I - "'I ,_,, l. 1.-. ,...! □ ~~'t'. ("'Jr . 1 SD 21.21 Adcock Subdivision- May 3, 2021 Summary of Request: Public hearing to consider the request of Johnson Fairhope Properties, LLC for plat approval of Adcock Subdivision, a 2-lot minor subdivision. The property is located at the northwest corner of the intersection of US Highway 98 and Mary Ann Beach Road. The subject property is approximately 8.9 acres and the applicant desires to divide the property into two separate lots. The proposed Lot 1 is approximately 4.49 acres (195,794 square feet) with an existing one-story brick building and asphalt parking lot. The proposed Lot 2 is approximately 3.88 acres (168,887 square feet) and is currently vacant. Comments: The subject property is located within Fairhope’s Planning Jurisdiction and must follow Fairhope’s Subdivision Regulations. The proposed subdivision according to Fairhope’s Subdivision Regulations is a minor subdivision and has been reviewed accordingly. Fairhope’s Subdivision Regulations Article VI Section D requires the provision of sidewalks along all streets in the Planning Jurisdiction of Fairhope. The plat does not depict any sidewalks; however, the plat depicts a 10’ utility easement along US Highway 98 and a 15’ drainage and utility easement along Mary Ann Beach Road extension. The preliminary plat should be revised to include the word “sidewalk easement” to all easements that abut road frontage to allow for future construction of a sidewalk, if needed. Article VI, Section G also requires the provision of fire hydrants to 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. While the applicant is proposing to install a second fire hydrant to service the proposed Lot 2; both the new hydrant and the existing hydrant must meet the water pressure flow requirements of the International Fire Code. A certified engineer will need to confirm the water pressure flow meets the international fire code and receive approval from the city’s water and sewer superintendent. It should also be pointed out that the new installation of the fire hydrant will trigger a major subdivision and thus preliminary approval as well as final plat approval will be required. The proposed subdivision did not trigger a traffic study. Concerning storm water runoff none of the existing flow patterns will be changed by this subdivision. Water services will be provided by the City of Fairhope. Power is supplied by Baldwin County EMC. There will be individual septic systems for sewer, and the telephone service will be provided by AT& T. The subdivision regulations contain the following criteria in Article IV.B.2. Approval Standards: “2. Consistency with Plans, Regulations and Laws - The Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a. The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; • Not 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; • Not applicable c. The proposed subdivision is not consistent with these Regulations; • Meets 2 SD 21.21 Adcock Subdivision- May 3, 2021 d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or • Meets e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” • Meets Recommendation: Staff recommends preliminary approval of SD 21. 21 with the following conditions: 1) A certified engineer will need to confirm the water pressure flow meets the international fire code and receive approval from the city’s water and sewer superintendent prior to final plat approval. 2) Revision of plat to include “sidewalks” to the utility and/or drainage easements where the site abuts road frontage. DRAWN BY: CHECKED BY:sheet ofA EDGFH12346578109BC12346578109DRAWING FILE: T:\Mobile\+CMOB Proj\Adcock, Justin\CMOB200132 - Adcock Barnwell Storage\0 DWG\DWG\+PLANS\C-101 SITE PLAN WITH UTILITY.dwg PLOTTED: Apr 14, 2021 - 2:52pm SPECIFIC PURPOSE HYDRANT ADDITION 1 GOODWYN, MILLS, & CAWOOD, INC. GULF BREEZE STORAGE, LLC 9837 U.S. HIGHWAY 98 FAIRHOPE, AL 1 GMC Project # CMOB200132 CSC DAB SECTION 22-T7S-R2El GRAPH!; SCALE ,., (INFEllT) 1inch-50 11 GMC: Goodwyn M ills C awood 2039 Main Street P.O. Box 1127 Daphne. Al 36526 T (251) 626-2626 F (251) 626-6934 www.gmcnetwor<..com March 22, 2021 Ms. Carla L. Davis , QCI C ity Planner City of Fairhope 555 South Section Street Fairhope, AL 36532 RE : Adcock Subdivision CMOB200132 Dear Ms. Davis: In response to the latest comments for the referenced project, we offer the following: • GMC has provided a copy of the proof of County Zoning under separate cover. Please note that the certification verified that the subject property is Unzoned in county District 17. • A revised letter stating that a traffic study is not warranted has been provided under separate cover. • GMC arranged a flow test of the existing hydrant located at the southwest corner of Highway 98 and Mary Anne Beach Road . The results indicate a fire flow of 840 gallons/minute with a static condition pressure of 70 psi and a residual flowing condition pressure of 23 psi. We are aware that the Article VI Section G requires fire hydrants be placed at 450' intervals. We believe the intent of this requirement was directed at multiple lot residential subdivision and/or commercial parks, not for larger parcels situated on existing roadways with existing infrastructure adjacent to the property. • An email from Jason Langley dated March 3 Ro indicates that water is available but not sewer. No activities/facilities proposed for the site will require disposal of sewage. If you need additional information, or have any questions, please contact me at (251) 380-8750. Sincerely, ~o 0 2 o Rt Project Manager Bu ild i ng Communiti es GMC: Goodwyn Mills Ca w ood .tu ;9 \t1a111 Sr -=:-':!t F'•J BOA 11 17 C a::ihn-, .\L 36526 T 25 I l 0'26 -2020 25 11 "-26-i,,;JJ March 8, 2021 Mr. Buford King, Development Services Manager City of Fairhope PO Box429 Fairhope, AL 36533 RE: Traffic Information -Adcock Subdivision Dear Mr. King: The proposed two-lot subdivisi on will allow Mr. Johnson to sell the unused property eastward of the existing strip center and billboard to Mr. Adcock. Mr. Adcock has proposed to construct a climate controlled mini-storage facility. For an unstaffed climate controlled mini-storage facility of this size 0 -2 trips per day. Our conversa tio ns with Michael Smith of ALDOT indicates that a constructed ALDOT as p halt turnout will be required and would be located near the western boundary of the proposed Lot 2. The proposed use does not warrant the need for a traffic impact study. If you need any additional informatio n, or have any questions please contact me at (251) 380-8750. Sincere~,,,,, 1111 ',,, ,, BA '✓✓ .. G /big Building Communll 1es VIA E-MAIL ATTACHMENT Carla L. Dav is C ity Planner City of Fairhope January 27 , 2021 Barbara Garner GMC 2039 Main St Daphne, Alabama 36526 RE : Adcock Subdivision Dear Ms. Garner: ATO 2 155 OLD SHELL RD Su ite MOB I LE, AL 36607 T : 2514718 36 1 F: .25 1.47 104 10 www.att.com This letter is in response to your request for information on the availability of service at the above Subdivision by AT&T. Th is letter acknowledges that th e above referenced Subd ivision is located i n an area served by AT&T. Any service arrangements for the proposed Subdivision will be subject to later discussions and agreements between the developer and AT&T. Please be advised that this letter is not a commitment by AT&T to provide service to the Adco ck Subdivisi on. Please contact me at the ph one number included i n this letter with any questions. Thank you for contacting AT&T, Sincerely, Wad e Mitchell MGR OSP Planning & Eng ineering Design ~~ I- March 11, 2021 GMC Ms. Barbara Garner 2039 Main St Daphne, AL 36526 Dear Ms. Garner, Regarding your availability request for the proposed Adcock Subdivision. Water: Is available through the City of Fairhope. Sewer: Is not available through the City of Fairhope. Sincerely, City of Fairhope, AL Jason Langley, Superintendent, Water and Wastewater Department _________________________________________ COUNTY RD 48 MARSHALL LNRIVER MILL DRRIVERMILL DRCOUNTY RD 33WINDMILL RD QUAIL CREEK DR QUAIL CREEK DR BROWNINGLNCOUNTY RD 27LAWRENCE RDGRANT RD RACHELMYERS LNWINDMILL RD FAIRHOPE AV GAYFER RD EXT BLUEBERRY LNCity of FairhopePlanning Commission May 3, 2021 ¯ COUNTY RD 48 RIVER MILL DRBLUEBERRYLNBROWNING LNSD 21.22 - Overland Subdivision, Phase 1 Legend bc_base.GIS1.bc_base_GIS1_Planimetric_centerlines_96 COF Corp. Limits B-2 - General Business District B-4 - Business and Professional District PUD - Planned Unit Development R-1 - Low Density Single-Family R-2 - Medium Density Single-Family R-3 - High Density Single-Family R-3PGH - Patio/Garden Single-Family R-6 - Mobile Home Park District R-A - Residential/Agriculture District COF Planning Jurisdiction ¯ ¯ ^ Project Name: Overland Subdivision, Phase ISite Data: 15.80 acresProject Type: Preliminary Plat Approval (32-lots)Jurisdiction: Fairhope Planning JurisdictionZoning District: PUD (Pending)PPIN Number: 43640General Location: Located at the southeast corner of the intersection of County Road 48 and Blueberry Lane. Surveyor of Record: S.E CivilEngineer of Record: S.E CivilOwner / Developer: Roberta U. Harris, etal & Stephen UrbanekSchool District: Fairhope East Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ ConditionsPrepared by: Carla Davis Overland Subdivision    The landowner is not a business entity.  The following are the owners of the Property:  Roberta U. Harris  Stephen John Urbanek, II  Margaret Urbanek Dunnam    10824 US Hwy 98  Fairhope, AL 36532  1 SD 21.22 Overland Subdivision- Phase I Preliminary Summary of Request: Public hearing to consider the request of Roberta U. Harris, etal and Stephen Urbanek for Preliminary plat approval of Overland Subdivision, Phase 1, a 32-lot subdivision. The property is approximately 15.80 acres and is located at the southeast corner of the intersection of County Road 48 and Blueberry Lane. This site was approved by the Planning Commission at the February 1, 2021 Planning Commission meeting for zoning of PUD conditional upon annexation into the City of Fairhope. The application included a 61 single-family lot development and a 16 unit townhome apartment development. The applicant is requesting preliminary plat approval in two separate phases. Phase I (Case SD 21.22) and Phase II (Case SD 21.23) were both submitted, and will be heard at the May 3, 2021 PC meeting. This particular case is Phase I and it consist of 32 of the 61 single-family lots. The development will utilize City of Fairhope water, sewer and gas services; Baldwin EMC for electrical service; and AT &T for the telephone service. The city’s Water and Sewer Superintendent stated that upgrades to River Mill lift station will be required. This will be pump replacement and adding a Generator. -N -N -=-0 -0 • 1-1-..1 -1 f-1 -1 1-1-f -l 1-1-1 J -1 1-1 1-1 1-1~•-•-· -1;---•1 -1-1-1 f-1 1-1-1 -f - ---11 c_-·-~--• -·-• • • _ -_ -_ 11-_ BAlDWlN~481A.K.A.!AlRHqPE ~VE.) _ _ :----=-=-~~:.-_ { ~-).-~_FT.:.RfW _ -:-:-__ P.O.B. ( • • \ ti . \ ,,,~ . . J ,._,·~ I -, . • ~ i • ..,,· ' _I. ... C. ~· ~" _I ::; i "'-> •• !·1/ /)~t: . -. ~3)', • • ~/ w' ,.--~ ... / ,~- ' . . • . . . i ♦ ' • ', ~t .... i_ -·-=; ... ~·"l~ ... ----.. \ ............... ~ ,... . . . . . . . \_ I .. • .. ,. • " •I ... ~< 0 1-.. ;. • .. • .. ... .. \ ----·~ Q" ;i•;o. • ---• l t. l ~ .. ~ 1~:-~, .. ~: , ". 4 ~ • ~ • ; i • I 1 • -. • • + • i ' I • -i ♦ ~ l----+---+--l----+-'-------1 12 ;_· S ITE DA TA. C U RR ENT ZON l!N G: IP .U.D. IMAX BLDG H E GHL 30 'F T IM AX COV ER AG E: (IP R I C IPAl STRUCT} 45% M INIMUM HO U SE 11,600 SF UN. FT. ST R EE TS : 2,096 L F TOTAL LOTS: 32 D EN SITY: 2.112 I A C . MINIM UM LOT: 6 ,500 S F SMALL EST LOT : 6 ,500 SF LARG EST SF LOT: 8 ,4 73 SF C OIM MO AREAS : 8.10A:C (51% TOTAL AR E A : 15.80 AC MARY TO E. FR·O IPUD 9 .0,2 AC . PHASE l GR EE SPACE 4 .04 AC. 3.59 UPI.A D AREAS 0.45 30% O F PO _ DS 4 .04 TOT AL ACR E'S (2S ,6% O F TO T AL SI E) 2 SD 21.22 Overland Subdivision- Phase I Preliminary Comments: The proposed Phase I consist of 32 lots (lots 1-12 and lots 42-61). The overall PUD has 9.02 acres of greenspace of which 4.04 acres is included in Phase I. Per the site data table, in Phase I the proposed density for this project is roughly 2.12 acres. Most of the lots will be 6,500 square feet, with the largest lot being 8,473 square feet. As proposed, lots will be roughly 50’ wide and 130’ in length. The required setbacks are 25’ front and rear yard setbacks, and 5’ side yard setback except where there is a corner lot which will be a 20’ side street setback which is all consist with the previously approved PUD. The site promotes connectivity and provides sidewalks along all street frontages, including a sidewalk on Fairhope Avenue (Hwy 48) with a bridge crossing the wetlands. The applicant must receive approval from the County Highway Department regarding the sidewalk layout in the right-of-way. Staff will allow an easement to be requested for the sidewalks at the final plat stage for sidewalks in the right-of-way. The applicant submitted covenants in the previous PUD regarding sidewalks. The covenants state all sidewalks are to be built by each owner on their lot. Sidewalks are shown within the ROW. Subdivision regulations require sidewalks and street trees to be installed prior to applying for Final Plat approval. Covenants do not override zoning code or subdivision requirements, but in an effort to avoid confusion, staff is memorializing when sidewalks and street shall be installed via a condition of approval. Drainage plans have been reviewed by a third party and have been deemed acceptable. Recommendation: Staff recommends Case SD 21.22 be recommended for approval subject to the following conditions: 1. All sidewalks and streets shall be installed prior to submission of Final Plat Approval, including sidewalk along Fairhope Avenue. 2. Approval of ZC 21.01 by City Council without substantial changes to current proposed site plan. 3. Approval from the County Highway Department regarding the sidewalk layout in the right-of-way along Fairhope Avenue (Hwy 48); or the depiction of an easement for the sidewalk along Fairhope Avenue at the final plat stage for sidewalks in the right-of-way. STEEL CREEK CT50 FT. R/WP.O.C.BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.)80 FT. R/WNORTHWOOD ST.RIVER MILL DR.FUTURE DEVELOPMENT2.42 ACSURVEYOR'S CERTIFICATESURVEYOR'S NOTES:Mail123456789101112Park4243444546474849 505152535455565758596061OVERLAND DRIVE 50 FT. R/WFERDINAND AVE. 50 FT. R/WHUDSON LOOP 50 FT. R/WMERIWETHER CT.MIN. 10 FT. BUFFERSHALL BE MAINTAINEDHUDSON LOOP 40 FT. R/W50 FT. R/WERICKSSON DR. 50 FT. R/W50 FT. R/WCivil 68V PAYDIRT, LLC(251) 990-6566880 HOLCOMB BLVDFAIRHOPE, AL 36532Engineering& SurveyingPROJ MGROFSHEETFILEPROJECTSCALEDEDXXXXXXXXXXXXXXXXXXXX1"=XXXCHKD. DEDDRAWN RDCBOUNDARY & PLATOF SUBDIVISION0306012060 SCALEFUTURE DEVELOPMENTFUTURE DEVELOPMENTOWNERROBERTA U. HARRIS, STEPHEN JOHNURBANEK II, AND MARGARET URBANEKDUNNAM10824 U.S. HWY 98FAIRHOPE AL 36532DEVELOPER68V PAYDIRT, LLC29891 WOODROW LANE, SUITE 300SPANISH FORT AL 36527PARCEL NO: 05-46-06-14-0-000-002.00045%1,600 SF30 FTP.U.D.322,096 LFCITY OF FAIRHOPECITY OF FAIRHOPEBALDWIN EMCAT&T15.80 AC8,473 SF6,500 SF25 FEET25 FEET5 FEET20 FEETREQUIRED SETBACKS:ELECTRIC SERVICE:TELEPHONE SERVICE:TOTAL LOTS:LIN. FT. STREETS:CURRENT ZONING:REAR:WATER SERVICE:SEWER SERVICE:SIDE STREET:FRONT:TOTAL AREA:COMMON AREAS:LARGEST SF LOT:SMALLEST LOT:MAX BLDG HEIGHT:MAX COVERAGE:MINIMUM HOUSE:(PRINCIPAL STRUCT)6,500 SFMINIMUM LOT:2.12 / AC.DENSITY:8.34 AC (53%)SIDE:P.O.B.VICINITY MAP1" = 1 MILESITEGREEN SPACE SUMMARYTOTAL GREENSPACE FROM PUD 9.02 AC.PHASE 1 GREENSPACEQUALIFYING GREEN SPACE CALCULATION3.83 UPLAND AREAS0.45 30% OF PONDS4.28 TOTAL ACRES (27.1% OF TOTAL SITE)4.28 AC.OVERLAND PHASE 1A PLANNED UNIT DEVELOPMENTFLOOD CERTIFICATE:CERTIFICATE OF OWNERSHIPCERTIFICATE OF NOTARY PUBLIC:CERTIFICATE OF APPROVAL BY BALDWIN E.M.C.CERTIFICATE OF APPROVAL BY AT&TLEGEND:GENERAL NOTES:GREENSPACE MAINTENANCETHE UNDERSIGNED, AS AUTI-IORIZED BY BALDWIN EMC HEREBY APPROVES TI,E Wlll,IN PLAT FOR TI,E RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS _ DAY OF ______ 2021. THE UNDERSIGNED, AS AUTHORIZED BY AT&T HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN TI,E PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS DAY OF ------2021. AUTHORIZED REPRESENTATl'vE THIS PLAT HAS BEEN SUBMITTED TO AND CONSIJERED BY THE a TY PLANNING COMMISSION OF FAIRHOPE, ALABAMA, AND IS APPROVED BY SUCH COMMISSION. THE CITY OF FAIRHOPE PLANNING COMMISSION BY: _________ ~,ATE: ____ _ CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (WATER): TI,E UNDERSIGNED, AS AUTI,ORIZED BY THE CITY' OF FAIRHOPE UTILJTIES HEREBY APPROVES TI,E Wlll,IN PLAT FOR THE RECORDING OF SAME IN TI,E PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, ll-,IS DAY OF ______ 2021 CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (SEWER): TI,E UNDERSIGNED, AS AUTI,ORIZED BY THE CITY OF FAIRHOPE UTILJllES HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN ~~1~TY, ALABAMA, THIS __ DAY OF _____ _ PROPERTY LIES IN FLOOD ZONE "X", "X-SHADED", "AE" AND A FLOODWAY AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER 01003C0664M, COMMUNITY NUMBER 015000, PANEL 0664, SUFFIX "M", DATED APRIL 19, 2019. CURVE C1 C2 C3 C4 cs C6 C7 CB C9 C10 C11 C12 C13 C14 C15 C16 RADIUS ARC LENGTH CHORD BEARING 25.00' 39.32' S44"44°25"E 2s.oo· 39.22° s4s•1 s•3s"w 20.00· 31.42° S44"40°59"E 50.00° 78.54" S44"40"59"E so.oo· 78.54" S44"40"59"E 20.00· 31.42° N45"19"01"E 25.00" 39.32" N44"44°25°"W 2s.oo· 39.22" S45"15"35"W 20.00· 31.42" S44"40°59"E 20.00· 31.42° s45•19•01 "w 20.00· 31.42" N44"40"59"W 20.00· 31.42° S45"19'01 "W 45.oo· 70.69° s45·19•01 "w 60.00° 20.39" sso·34•53"w 60.00° 73.86° s35•34"53"w 20.00· 31.42° S44"4D059"E CHORD LENGTH 35.39" 35.32° 28.28° 70.71" 70.71" 28.28" 35.39" 35.32" 28.28" 28.28° 28.28" 28.28° 63.64° 20.29" 69.28° 28.28° DATED Tl,IS THE ________ DAY OF ______ _ BY:~oWN=ER ________ _ STATE OF ALABAMA COUNTY OF BALDWIN ~-----NOTARY PUBLIC IN AND FOR SAID COUNTY, IN SAID STATE, HEREBY CERTIFY THAT _______ AS OWNER OF THE LANDS PLATTED HEREON IS SIGNED TO THE FOREGOING INSTRUMENT, AND WI-JO IS KNOWN TO ME, ACKNOWI..EDGED BEFORE ME ON THIS DAY THAT, BEING INFORMED OF THE CONTENT OF THE INSTRUMENT, AND IN TI,EIR CAPACITY' AS SUCH O'M'-IER AND Will, FUU. AUTI,ORITY, EXECUTED THE SAME VCX.UNTARIL Y. GIVEN UNDER MY HAND AND OFFICIAL SEAL THE __ OAY OF __________ _ GREENSPACE AREAS AS SHOWN HEREON ARE DEDICATED AS PUBLIC ACCESS ANO USE EASEMENT. MAINTENANCE OF I / ~~~~~~~~~fy AifAi? O~~Li~f PROPERTY f (/ grF~~~H~~i~IATION ANO NOT THE CITY ~. \\.'-------------=----=---::....--=.... ~-===.-=.::: '\·-=--==--==-~ I '\ i '\ CATION OF ALL UTILITIES, SEE CONSTRUCTION PLANS. DETENTION AREAS ARE NOT THE RESPONSIBILITY OF CITY E TO MAINTAIN. S WILL BE CONSTRUCTED UNDERGROUND. ~A:~ t:o~~~~ :N6° :~TFi.11~I~TEYAi~~i~~J~ FT. SITE DATA MON AREAS ADJACENT TO THE RIGHT-OF-WAYS AND EA LINES, UNLESS OTHERWISE NOTED. DICATED HEREWITH A 15 FOOT DRAINAGE EASEMENT (7.5' ALONG THE REAR LOT LINES OF ALL LOTS (UNLESS ERWISE) AND A 10 FOOT DRAINAGE EASEMENT ALONG ALL ES (5 FOOT OFF EACH SIDE). ISHED FLOOR ELEVATION SHALL BE 18" ABOVE THE OUND ELEVATION 10 FEET OUTSIDE OF BUILDING. SEE THE UILDING DEPARTMENT FOR SPECIFIC REQUIREMENT. STREETS TO ADJACENT PROPERTIES THAT ARE NOT AT THE TIIAE OF THE IMPROVEMENTS SHALL BE POSTED P SIGN BLANK READING "FUTIJRE THROUGH STREEr. OWNERS' ASSOCIATION (POA) IS REQUIRED TO BE E POA IS REQUIRED TO MAINTAIN ANY AND ALL STORM UTIES AND STRUCTURES LOCATED OUTSIDE OF THE CCEPTED RIGHT-OF-WAY. RE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS, RIGHT-OF-WAYS, OR ER INSTRUMENTS WHICH COULD AFFECT THE BOUNDARIES OF SAID PROPERTIES. RE WAS NO ATTEMPT TO DETERMINE THE EXISTENCE, LOCATION, OR EXTENT OF ANY -SURFACE FEAlURES. LINES REPRESENllNG THE CENTERLINE AND RIGHT-OF-WAYS OF THE STREETS ARE WN FOR VISUAL PURPOSES ONLY AND W'ERE NOT SURVEYED UNLESS RIGHT-OF-WAY UMENTATION IS ALSO SHOWN. VEY WAS CONDUCTED ON , AND IS RECORDED IN AN TRONIC FIELD BOOK. RINGS AND DISTANCES SHOWN HEREON W£RE "COIAPUTEO" FROM ACTUAL FIELD VERSES, AND ARE BASED ON STATE PLANE GRID, ALABAMA WEST ZONE USING GPS ERVATIONS. ELEVATIONS SHO'MII HEREON ARE RELATED TO IAEAN SEA LEVEL, BASED ON N.A.Y.D. DATUM. TITLE SEARCH OR REPORT WAS PROVIDED FOR THIS SURVEY. SURVEY HAS BEEN COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA, EFFECTIVE JANUARY 017. REBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT UIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN TI-lE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, RMATION, AND BELIEF. MENGE AT A RAILROAD SPIKE AT TI-lE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF TI-lE SOUTHEAST QUARTER OF TION 14, TOWNSHIP 6 SOUTH RANGE 2 EAST, BALDWIN COUNTY, ALABAMA, AND RUN THENCE SOUTH 00 DEGREES 20 MINUTES ECONDS WEST, A DISTANCE OF 40.00 FEET TO A CAPPED REBAR (FAIRHOPE) ON TI-lE SOUTH RIGHT-OF-WAY OF FAIRHOPE NUE, SAID POINT ALSO BEING THE NORTHEAST CORNER OF RIVER MILL UNIT 1, AS SHOWN BY MAP OR PLAT THEREOF ORDED AT SLIDE 1541-8, BALDWIN COUNTY PROBATE RECORDS; THENCE RUN SOUTH 89 DEGREES 47 MINUTES 51 SECONDS T, ALONG SAID SOUTI-l RIGHT-OF-WAY, A DISTANCE OF 295.83 FEET TO A CAPPED REBAR (SE CIVIL) FOR TI-lE POINT OF INNING; THENCE CONTINUE SOUTH 89 DEGREES 47 MINUTES 51 SECONDS EAST, ALONG SAID SOUTH RIGHT-OF-WAY, A ANCE OF 744.64 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE DEPARTING SAID SOUTH RIGHT-OF-WAY, RUN SOUTH 00 REES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 705.82 FEET; THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 ONDS WEST, A DISTANCE OF 120.00 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, AN ARC TH OF 31.42 FEET. (CHORD BEARS SOUTH 45 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 28.28 FEET); THENCE NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 50.00 FEET; TI-lENCE RUN NORTH 00 DEGREES 19 TES 01 SECONDS EAST, A DISTANCE OF 69.00 FEET; THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A ANGE OF 280.00 FEET; THENCE RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 110.00 FEET; NCE ALONG A CURVE TO TI-lE LEFT, HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.42 FEET, (CHORD BEARS SOUTH EGREES 40 MINUTES 59 SECONDS EAST, A DISTANCE OF 28.28 FEET); THENCE RUN SOUTH 89 DEGREES 40 MINUTES 59 ONDS EAST, A DISTANCE OF 6.00 FEET; THENCE RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 0 FEET; THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 6.00 FEET: THENCE ALONG A VE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.42 FEET, (CHORD BEARS SOUTH 45 DEGREES 19 TES 01 SECONDS WEST, A DISTANCE OF 28.28 FEET); THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A ANGE OF 40.00 FEET; THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 50.00 FEET; THENCE SOUTH 85 DEGREES 34 MINUTES 51 SECONDS WEST, A DISTANCE OF 532.83 FEET TO A CAPPED REBAR (MOORE) ON THE T MARGIN OF THE AFOREMENTIONED RIVER MILL; TI-lENCE RUN NORTH 00 DEGREES 22 MINUTES 09 SECONDS EAST, ALONG EAST MARGIN, A DISTANCE OF 316.19 FEET TO A CAPPED REBAR (MOORE); THENCE DEPARTING SAID EAST MARGIN OF RIVER , RUN NORTH 00 DEGREES 20 MINUTES 38 SECONDS EAST, A DISTANCE OF 96.42 FEET; THENCE RUN NORTH 55 DEGREES 45 TES 45 SECONDS EAST, A DISTANCE OF 282.50 FEET; TI-lENCE RUN NORTH 42 DEGREES 38 MINUTES 45 SECONDS EAST, A ANGE OF 198.83 FEET; THENCE RUN NORTH 28 DEGREES 15 MINUTES 22 SECONDS WEST, A DISTANCE OF 147.45 FEET TO POINT OF BEGINNING. TRACT CONTAINS 15.80 ACRES, MORE OR LESS, SURVEY NOT VALID WITI-JOUT ORIGINAL SIGNATURE AND SEAL. DATE 1\\11 ~\.P..BA,w ~.., *, N0.28014 \* i~ONAI. .1.l'vli'v£<J.t~ v;D o~v; m, STEEL CREEK CT 50 FT. R/W P.O.C. BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 80 FT. R/W NORTHWOOD ST.RIVER MILL DR.FUTU R E D E V E L O P M E N T 2.42 A C SURVEYOR'S CERTIFICATE SURVEYOR'S NOTES: Mail 1 2 3 4 5 6 7 8 9 10 11 12 Park 4243444546 47 48 49 50 51 5253545556 57 58 59 60 61 OVERLAND DRIVE 50 FT. R/WFERDINAND AVE. 50 FT. R/W HUDSON LOOP 50 FT. R/W MERIWETHER CT.MIN. 10 FT. BUFFERSHALL BE MAINTAINEDHUDSON LOOP 40 FT. R/W50 FT. R/W ERICKSSON DR. 50 FT. R/W 50 FT. R/WCivil 68V PAYDIRT, LLC (251) 990-6566 880 HOLCOMB BLVDFAIRHOPE, AL 36532 Engineering & Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED XX XXXXXXXXX XXXXXXXXX 1"=XXX CHKD. DED DRAWN RDC BOUNDARY & PLAT OF SUBDIVISION 03060 120 60 SCALE FUTURE DEV E L O P M E N T FUTURE DEV E L O P M E N T OWNER ROBERTA U. HARRIS, STEPHEN JOHN URBANEK II, AND MARGARET URBANEK DUNNAM 10824 U.S. HWY 98 FAIRHOPE AL 36532 DEVELOPER 68V PAYDIRT, LLC 29891 WOODROW LANE, SUITE 300 SPANISH FORT AL 36527 PARCEL NO: 05-46-06-14-0-000-002.000 45% 1,600 SF 30 FT P.U.D. 32 2,096 LF CITY OF FAIRHOPE CITY OF FAIRHOPE BALDWIN EMC AT&T 15.80 AC 8,473 SF 6,500 SF 25 FEET 25 FEET 5 FEET 20 FEET REQUIRED SETBACKS: ELECTRIC SERVICE: TELEPHONE SERVICE: TOTAL LOTS: LIN. FT. STREETS: CURRENT ZONING:REAR: WATER SERVICE: SEWER SERVICE: SIDE STREET: FRONT: TOTAL AREA: COMMON AREAS: LARGEST SF LOT: SMALLEST LOT: MAX BLDG HEIGHT: MAX COVERAGE: MINIMUM HOUSE: (PRINCIPAL STRUCT) 6,500 SFMINIMUM LOT: 2.12 / AC.DENSITY: 8.34 AC (53%) SIDE: P.O.B.VICINITY MAP 1" = 1 MILE SITE GREEN SPACE SUMMARY TOTAL GREENSPACE FROM PUD 9.02 AC. PHASE 1 GREENSPACE QUALIFYING GREEN SPACE CALCULATION 3.83 UPLAND AREAS 0.45 30% OF PONDS 4.28 TOTAL ACRES (27.1% OF TOTAL SITE) 4.28 AC. OVERLAND PHASE 1 A PLANNED UNIT DEVELOPMENT FLOOD CERTIFICATE: CERTIFICATE OF OWNERSHIP CERTIFICATE OF NOTARY PUBLIC: CERTIFICATE OF APPROVAL BY BALDWIN E.M.C. CERTIFICATE OF APPROVAL BY AT&T LEGEND: GENERAL NOTES: GREENSPACE MAINTENANCE rn I THIS PLAT HAS BEEN SUBMITTED TO AND CONSIDERED BY 1\-,E CITY PLANNING COl1H~ISSION OF FAIRHOPE, ALABAMA, AND IS APPROVED BY SUCH COMMISSION BY _________ DATE ____ _ CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (SEWER): PROPERTY LIES IN FLOOD ZONE "X", "X-SHA □ED", "AE" A FLOODWAY AS SCALED FROM FLOOD RATE MAP NUMBER 01 OOJC0664M, NUMBER PANEL 0664, SUFFIX , DATED APRIL 19, CURVE C1 C2 C3 C4 C5 C6 C7 cs C9 C10 C11 C12 C13 C14 C15 C1 6 RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH 25.00' 39.32' S44"44'25"E 35.39' 25.00' 39.22' 545·15'35"w 35.32' 20.00' 31.42' 544·40·59"[ 28.28' 50.00' 78.54' 544·40·59"[ 70.71' 50.00' 78.54' S44"40'59"E 70.71' 20.00' 31.42' N45"19'01"E 28.28' 25.00' 39.32' N44'44'25"W 35.39" 25.00' 39.22' 545'15'35"W 35.32' 20.00' 31.42' 544·40'59"E 28.28' 20.00' 31.42' s45·19•01 "w 28.28' 20.00' 31.42' N44'40'59"W 28.28' 20.00' 31.42' S45"19'01 "W 28.28' 45.00' 70.69' S45"19'01"W 63.64' 60.00' 20.39' 5ao·34'53"w 20.29' 60.00' 73.86' s35·34'53"w 69.28' 20.00' 31.42' 544·40'59"[ 28.28' I r-=-'",i;'~~=--=-----1' 1 I l I I I I I I &;l 1 ~/ ,.I ".-1 {;l ~ r----- DAY OF ______ _ BY:=~--------- STATE OF ALABAMA COUNTY OF BALD'MN OF __________ _ SITE DATA 8.S.L = BUILDING SETBACK LINE (R) = RECORD CRF CRS = CAPPED REBAR SET = WOOD FENCE = OVERHEAD UTILITY LINE = SEWER MAIN CU., = UTILITY POLE @ = SEWER MANHOLE cf = FIRE HYDRANT ~ = WETLAND FLAG ~ = GAS VAL VE .... -FIBER OPTIC MARKER e = OAK * = HICKORY 0 = PECAN 0 = SWEETGUM I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWlNG HAVE BEEN CO MPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNO WLED GE, INFORMATION, AND BELIEF. COMMENCE AT A RAILROAD SPIKE AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH RANGE 2 EAST, BALD'MN COUNTY, ALABAMA, AND RUN THENCE SOUTH 00 DEGREES 20 MINUTES 38 SECONDS WEST, A DISTANCE OF 40.00 FEET TO A CAPPED REBAR (FAIRHOPE) ON THE SOUTH RIGHT-OF-WAY OF FAIRHOPE AVENUE, SAID POINT ALSO BEING THE NORTHEAST CORNER OF RIVER MILL UNIT 1, AS SHO WN BY MAP OR PLAT THEREOF RECORDED AT SLIDE 1541-B, BALDWIN COUNTY PROBATE RECORDS: THENCE RUN SOUTH 89 DEGREES 47 MINUTES 51 SECONDS EAST, ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 295.83 FEET TO A CAPPED REBAR (SE CIVIL) FOR THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89 DEGREES 47 MINUTES 51 SECONDS EAST, ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 744.64 FEET TO A CAPPED REBAR (FAIRHOPE): THENCE DEPARTING SAID SOUTH RIGHT-OF-WAY, RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WE ST, A DISTANCE OF 705.82 FEET; THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 120.00 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.42 FEET, (CHORD BEARS SOUTH 45 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 28.28 FEET); THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS 'NE ST, A DISTANCE OF 50.00 FEET; THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 69.00 FEET: THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WE ST, A DISTANCE OF 280.00 FEET: THENCE RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WE ST, A DISTANCE OF 110.00 FEET: THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.42 FEET, (CHORD BEARS SOUTH 44 DEGREES 40 MINUTES 59 SECONDS EAST, A DISTANCE OF 28.28 FEET); THENCE RUN SOUTH 89 DEGREES 40 MINUTES 59 SECONDS EAST, A DISTANCE OF 6.00 FEET; THENCE RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 50.00 FEET; THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 6.00 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.42 FEET, (CHORD BEARS SOUTH 45 DEGREES 19 MINUTES 01 SECONDS WE ST, A DISTANCE OF 28.28 FEET); THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 40.00 FEET; THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 50.00 FEET: THENCE RUN SOUTH 85 DEGREES 34 MINUTES 51 SECONDS WEST, A DISTANCE OF 532.83 FEET TO A CAPPED REBAR (MOORE) ON THE EAST MARGIN OF THE AFOREMENTIONED RIVER MILL: THENCE RUN NORTH 00 DEGREES 22 MINUTES 09 SECONDS EAST, ALONG SAID EAST MARGIN, A DISTANCE OF 316.19 FEET TO A CAPPED REBAR (MOORE): THENCE DEPARTING SAID EAST MARGIN OF RIVER MILL, RUN NORTH 00 DEGREES 20 MINUTES 38 SECONDS EAST, A DISTANCE OF 96.42 FEET: THENCE RUN NORTH 55 DEGREES 45 MINUTES 45 SECONDS EAST, A DISTANCE OF 282.50 FEET; THENCE RUN NORTH 42 DEGREES 38 MINUTES 45 SECONDS EAST, A DISTANCE OF 198.83 FEET: THENCE RUN NORTH 28 DEGREES 15 MINUTES 22 SECONDS WEST, A DISTANCE OF 147.45 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 15.80 ACRES, MORE OR LESS, £\.P..BA,i/~ 0 "'"'"""""""'"' 03-1'5 -Z.021 , ~ •••• -'I DAV L. PLS. NO. 26014 DATE I*,~~ SURVEY NOT VALID WITH OUT ORIGINAL SIGNATURE AND SEAL ~ i ~DCJIAI. l ~ " \ , _a.I ., <>'~,tV£<J%d '\..,v10 .... t o~· ~hlf1t1111111i11\\\\W TABLE OF CONTENTS C2 COVER GRADING & DRAINAGE PLAN CONSTRUCTION DETAILS (SITE & PAVEMENT DETAILS) CONSTRUCTION DETAILS (WATER & SEWER DETAILS) C5 C6 D1-D3 EROSION & SEDIMENT CONTROL PLAN Developer: 68 V Paydirt LLC 29891 Woodrow Lane Stc 300 Spanish Fort, AL 36527 CONSTRUCTION DETAILS (EROSION CONTROL DETAILS)D4-D5D6-D7 PRELIMINARY PLAT1 C7-C8 UTILITY PLAN PP1-PP6 SIDEWALK, STREET LIGHT & SIGNAGE PLAN R Know what's below. before you dig.Call CLEARING, GRUBBING & DEMOLITION PLAN C3-C4 PROPOSED CONSTRUCTION PLANS for Overland Subdivision - Phase 1 Fairhope, AL 36532 PRELIMINARY PLAN & PROFILES (ROADWAYS) C9 POND PLAN & OUTFALL DETAILS CROSS SECTIONS (OVERLAND DRIVE)XS1-XS2 Civil Engineering & Surveying 880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566 REVISIONS: NO.REVISIONDATE APPR. REVISIONS PP7 PLAN & PROFILES (DITCHES) CROSS SECTIONS (FERDINAND AVENUE)XS3 0 C1 GENERAL NOTES CROSS SECTIONS (HUDSON LOOP)XS4-XS5 CROSS SECTIONS (ERIKSSON DRIVE)XS6 ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope Municipal Code and to all other rules, regulations, laws, and ordinances applicable to my design. Project Engineer April 15th, 2021 Name of Project to which this Certificate Applies: Overland Subdivision. Plans which are certified consist of Pages Cover Sheet thru Sheet XS6. VICINITY MAP 1" = 1 MILE SITE CONTACTS GAS DEPARTMENT CITY OF FAIRHOPE MR. TERRY HOLMAN 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 WATER & SEWER DEPARTMENT CITY OF FAIRHOPE MR. JASON LANGLEY 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 BUILDING DEPARTMENT CITY OF FAIRHOPE MR. ERIK CORTINAS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 BALDWIN EMC MR. BRIAN SEALS P.O. BOX 220 SUMMERDALE, ALABAMA 36580-0220 251-989-6247 PLANNING/ZONING DEPARTMENT CITY OF FAIRHOPE MR. HUNTER SIMMONS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 PR1-PR2 STORM & SANITARY SEWER PROFILES INITIAL CITY OF FAIRHOPE SUBMITTAL03/23/21 TLS 1 PHASE 103/31/21 TLS 2 FAIRHOPE COMMENTS04/15/21 TLS Fairhope iii Church Friends Cemetery pe,'(1,sacotQ 12 fl / ,/ ... ~~ ) •. . • t-------- \ Eastern Shore □==::J.j Church STEEL CREEK CT 50 FT. R/W P.O.C. BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 80 FT. R/W NORTHWOOD ST.RIVER MILL DR.FUTU R E D E V E L O P M E N T 2.42 A C SURVEYOR'S CERTIFICATE SURVEYOR'S NOTES: Mail 1 2 3 4 5 6 7 8 9 10 11 12 Park 4243444546 47 48 49 50 51 5253545556 57 58 59 60 61 OVERLAND DRIVE 50 FT. R/WFERDINAND AVE. 50 FT. R/W HUDSON LOOP 50 FT. R/W MERIWETHER CT.HUDSON LOOP 40 FT. R/W50 FT. R/W ERICKSSON DR. 50 FT. R/W 50 FT. R/WCivil 68V PAYDIRT, LLC (251) 990-6566 880 HOLCOMB BLVDFAIRHOPE, AL 36532 Engineering & Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED XX XXXXXXXXX XXXXXXXXX 1"=XXX CHKD. DED DRAWN RDC BOUNDARY & PLAT OF SUBDIVISION 03060 120 60 SCALE FUTURE DEV E L O P M E N T FUTURE DEVELOPMENT OWNER ROBERTA U. HARRIS, STEPHEN JOHN URBANEK II, AND MARGARET URBANEK DUNNAM 10824 U.S. HWY 98 FAIRHOPE AL 36532 DEVELOPER 68V PAYDIRT, LLC 29891 WOODROW LANE, SUITE 300 SPANISH FORT AL 36527 PARCEL NO: 05-46-06-14-0-000-002.000 45% 1,600 SF 30 FT P.U.D. 32 2,096 LF CITY OF FAIRHOPE CITY OF FAIRHOPE BALDWIN EMC AT&T 15.80 AC 8,473 SF 6,500 SF 25 FEET 25 FEET 5 FEET 20 FEET REQUIRED SETBACKS: ELECTRIC SERVICE: TELEPHONE SERVICE: TOTAL LOTS: LIN. FT. STREETS: CURRENT ZONING:REAR: WATER SERVICE: SEWER SERVICE: SIDE STREET: FRONT: TOTAL AREA: COMMON AREAS: LARGEST SF LOT: SMALLEST LOT: MAX BLDG HEIGHT: MAX COVERAGE: MINIMUM HOUSE: (PRINCIPAL STRUCT) 6,500 SFMINIMUM LOT: 2.12 / AC.DENSITY: 8.10 AC (51%) SIDE: P.O.B.VICINITY MAP 1" = 1 MILE SITE GREEN SPACE SUMMARY TOTAL GREENSPACE FROM PUD 9.02 AC. PHASE 1 GREENSPACE QUALIFYING GREEN SPACE CALCULATION 3.59 UPLAND AREAS 0.45 30% OF PONDS 4.04 TOTAL ACRES (25.6% OF TOTAL SITE) 4.04 AC. OVERLAND PHASE 1 A PLANNED UNIT DEVELOPMENT FLOOD CERTIFICATE: CERTIFICATE OF OWNERSHIP CERTIFICATE OF NOTARY PUBLIC: CERTIFICATE OF APPROVAL BY BALDWIN E.M.C. CERTIFICATE OF APPROVAL BY AT&T LEGEND: GENERAL NOTES: GREENSPACE MAINTENANCE GREEN SPACE DEVELOMENT SUMMARY PHASE 1 GREENSPACE PHASE 2 GREENSPACE T.H. GREENSPACE TOTAL GREENSPACE 4.04 AC. 4.47 AC. 0.51 AC. 9.02 AC. P.U.D. NOTE: CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (SEWER): THE UNDERSIGNED, AS AUTHORIZED BY THE CITY OF FAIRHOPE UTILITIES HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING a'" SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS DAY OF -----~ 2021. CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES {WATER}: PROPERTY LIES IN FLOOD ZONE "X", "X-SHADED", "AE" AND A FLOODWAY AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER 01 003C0664M, COMM UNI TY NUMBER 015000, PANEL 0664, SUFFIX "M", DATED APRIL 19, 2019. DAY OF ______ _ BY:=~--------- STATE OF ALABAMA COUNTY OF BALD'MN OF __________ _ SEE CONSTRUCTION PLANS NOT THE RESPONSIBILITY OF CITY OVERLAND, PHASE 1 SHALL BE BUil T IN SUBSTANTIAL COMPLIANCE WITH THE PUD APPROVAL -CASE ZC 21.01 SITE DATA B.S.L = BUILDING SETBACK LINE (R) = RECORD CRF CRS = CAPPED REBAR SET = WOOD FENCE = OVERHEAD UTILITY LINE = SEWER MAIN CU., = UTILITY POLE @ = SEWER MANHOLE cf = FIRE HYDRANT ~ = WETLAND FLAG ~ = GAS VAL VE .... -FIBER OPTIC MARKER e = OAK * = HICKORY 0 = PECAN 0 = SWEETGUM I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAYE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. COMMENCE AT A RAILROAD SPIKE AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOYINSHIP 6 SOUTH RANGE 2 EAST, BALDWIN COUNTY, ALABAMA, AND RUN THENCE SOUTH 00 DEGREES 20 MINUTES 38 SECONDS WEST, A DISTANCE OF 40.00 FEET TO A CAPPED REBAR (FAIRHOPE) ON THE SOUTH RIGHT-OF-WAY OF FAIRHOPE AVENUE, SAID POINT ALSO BEING THE NORTHEAST CORNER OF RIVER MILL UNIT 1, AS SHOWN BY MAP OR PLAT THEREOF RECORDED AT SLIDE 1541-B, BALDWIN COUNTY PROBATE RECORDS; THENCE RUN SOUTH 89 DEGREES 47 MINUTES 51 SECONDS EAST, ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 295.83 FEET TO A CAPPED REBAR (SE CIVIL) FOR THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89 DEGREES 47 MINUTES 51 SECONDS EAST, ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 744.64 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE DEPARTING SAID SOUTH RIGHT-OF-WAY, RUN SOUTH 00 DEGREES 01 SECONDS WEST, A DISTANCE OF 705.82 FEET; THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, OF 120.00 FEET; THENCE ALONG A CURVE TO THE LEFT, HAYING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.42 FEET, (CHORD BEARS SOUTH 45 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 28.28 FEET); THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 50.00 FEET; THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 69.00 FEET; THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 280.00 FEET; THENCE RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 110.00 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.42 FEET, (CHORD BEARS SOUTH 44 DEGREES 40 MINUTES 59 SECONDS EAST, A DISTANCE OF 28,28 FEET); THENCE RUN SOUTH 89 DEGREES 40 MINUTES 59 SECONDS EAST, A DISTANCE OF 6.00 FEET; THENCE RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 50.00 FEET; THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 6.00 FEET; THENCE ALONG A CURVE TO THE LEFT, HAYING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.42 FEET, (CHORD BEARS SOUTH 45 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 28.28 FEET); THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A OF 40.00 FEET; THENCE RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 90.00 FEET; THENCE CURVE TO THE LEFT, HAVING A RADIUS OF 90.00 FEET, AN ARC LENGTH OF 31.16 FEET, (CHORD BEARS SOUTH 09 DEGREES 36 MINUTES 02 SECONDS EAST, A DISTANCE OF 31.00 FEET); THENCE RUN SOUTH 19 DEGREES 31 MINUTES 04 SECONDS EAST, A DISTANCE OF 127.47 FEET; THENCE ALONG A CURVE TO THE LEFT, HAYING A RADIUS OF 75.00 FEET, AN ARC LENGTH OF 77.62 FEET, (CHORD BEARS SOUTH 49 DEGREES 09 MINUTES 57 SECONDS EAST, A DISTANCE OF 74.20 FEET); THENCE RUN WEST A DISTANCE OF 325.30 FEET; THENCE RUN NORTH 07 DEGREES 40 MINUTES 35 SECONDS WEST, A DISTANCE OF 554.89 FEET; THENCE RUN NORTH 41 DEGREES 30 MINUTES 10 SECONDS WEST, A DISTANCE OF 214.79 FEET; THENCE RUN WEST A DISTANCE OF 90.00 FEET; TO A POINT ON THE EAST MARGIN OF THE AFOREMENTIONED RIVER MILL; THENCE DEPARTING SAID EAST MARGIN OF RIVER MILL, RUN NORTH 55 DEGREES 45 MINUTES 45 SECONDS EAST, A DISTANCE OF 282.50 FEET; THENCE RUN NORTH 42 DEGREES 38 MINUTES 45 SECONDS EAST, A DISTANCE OF 198.83 FEET; THENCE RUN NORTH 28 DEGREES 15 MINUTES 22 SECONDS WEST A DISTANCE OF 147 45 FEET TO THE POINT OF BEGJNNING TRACT CONTAINS 15 80 ACRES MORE OR LESS /l ~~i~~ __ V----04· / 5 • ZOZI r j''v"""-cq,., \ DAY L PLS NO 26014 DATE f§*t N0.2S014 \*~ NOT VALID WITHOUT ORIGINAL AND SEAL I l~J I ~o~~vE'!!t.~~/ ""il.v1o···r·oy -~,,,,,111111111\\\~ NO "PROTECTED TREES" WILL BE REMOVED, DESTRUCTIVELY DAMAGED, MUTILATED,RELOCATED, DISFIGURED, DESTROYED, CUT DOWN, OR EXCESSIVELY PRUNED DURING THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONS AT THE SITE; INCLUDING UTILITIES, SURFACES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANYUNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES. PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGS SHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. NOTIFY THE ENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS. CONSTRUCTION ACTIVITIES. 14. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN THE BASE BID. TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES THE DRAWINGS. CONCRETE FOR CURBING SHALL BE 3000 PSI. PAINTED STRIPING SHALL BE BRIGHT AND CLEAR. STRIPES SHALL BE PER PLAN AND PAINTED CURBING SHALL BE FORMED AND POURED CONCRETE UNLESS OTHERWISE DETAILED WITHIN HANDICAP RAMPS SHALL BE PER ADA REQUIREMENTS AND LOCAL REGULATIONS. ALL DIMENSIONS AND RADII ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK. THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTING ON CLEAN ASPHALT OR CONCRETE. NOTIFY CITY OF FAIRHOPE 24 HOURS BEFORE THE BEGINNING OF EVERY PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTAL A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITEWHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS. ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FHWA, LATEST EDITION. REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS. NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS, REFERENCING DETAILS IN ALDOT'SROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE. SITE PLAN NOTES REGULATIONS AND CODES. ALL WORK AND MATERIALS SHALL COMPLY WITH CITY OF FAIRHOPE INSPECTIONS. SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 1. 2. 3. REMOVE VEGETATION/PAVEMENT ONLY IN AREAS OF THE PERIMETER SEDIMENT BARRIERS INSTALL THE CONSTRUCTION EXIT PER DETAILS. INSTALL PERIMETER SEDIMENT BARRIERS PER DETAILS. CONSTRUCTION SEQUENCE - PHASE 1 4. 5. 6. REQUEST BMP & TREE PROTECTION INSPECTION PRIOR TO CLEARING. ONCE INSPECTION IS COMPLETE AND APPROVED, CLEARING & DEMOLITION CAN BEGIN (PHASE 2). INSTALL TREE PROTECTION FENCING PER TREE PROTECTION ORDINANCE. 4. 5. 6. INSTALL TEMPORARY SEEDING AND MULCH ON DISTURBED AREAS TO PREVENT EXPOSED SOILS. DURING ROAD AND UTILITY CONSTRUCTION, MAINTAIN TEMPORARY SEEDING. CONSTRUCTION SEQUENCE - PHASE 2 GRADE THE SITE TO SUB-GRADE ELEVATIONS, PREPARING THE SITE FOR FINAL SITE WORK. PERFORM GRADING TO INSTALL POND AND SEDIMENT FEATURES. ESTABLISH PERMANENT COVER1. INSTALL STORM SYSTEM AND UTILITIES. ON AREAS NOT EFFECTED BY ROAD AND UTILITY CONSTRUCTION. 2. 1. 2.CALL FOR AN INSPECTION FROM THE QCP. ONCE THE QCP HAS CERTIFIED THAT ALL AREAS ARE STABILIZED, REMOVE BMPS AND TREE PROTECTION. STABILIZE ANY AREAS DISTURBED BY BMP AND TREE PROTECTION REMOVAL. CONSTRUCTION SEQUENCE - PHASE 3 3. INSTALL FINAL LANDSCAPING. 4. INSTALL CURBING, SIDEWALKS, AND PAVING. 7. AND CONSTRUCTION EXIT. DURING ROAD AND UTILITY CONSTRUCTION, INSPECT PERIMETER CONTROLS DAILY AND FIX ANY DEFICIENCIES.3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT 1. CLEARING AND GRUBBING SHALL BE LIMITED TO THE ROADWAY RIGHT OF WAY, THE SUB-BASE AND BASE SHALL BE TESTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND SHALL BE APPROVED BY FAIRHOPE PRIOR TO LAYING ASPHALT. REQUIRED FOR CONSTRUCTION SHALL BE PRE-APPROVED BY THE OWNER. DRAINAGE EASMENTS, AND DETENTION PONDS. OTHER CLEARING PAYMENT FOR TESTING WILL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING WITH THE SOILS ENGINEER. DEPENDING ON FINAL GRADING AND SLOPES.DRAINAGE PIPE LENGTHS ARE APPROXIMATE, AND MAY REQUIRE ADJUSTMENT UNDER DRAINS SHALL BE INSTALLED AT LOCATIONS IDENTIFIED BY THE SOILS ENGINEER. CONSTRUCTION. RESTAKING WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAINING STAKING THROUGHOUT FAIRHOPE SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE NEED FOR AN INSPECTION. UTILITY NOTES COMPLIANCE OF ALL SYSTEMS WITH THESE CODES. WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, AND FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH UTILITY COMPANY SPECIFICATIONS.THE PUBLIC UTILITIES PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING, VALVES, CONTRACTOR AND CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS THE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED PLUMBING CONTRACTOR TO PROVIDE SURVEYED AS-BUILT OF WATER SYSTEM ASINSTALLED PRIOR TO REQUESTING A PUNCH LIST. REQUIREMENTS OF THE UTILITY PROVIDERS. THE CONTRACTOR SHALL BE INTIMATE ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THEBACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE. THE TAPE SHALL BE ATTACHED TO FITTINGS, VALVES, HYDRANTS, ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT 2. 3. 4. 5. 6. THE SIGNAL TO THE TAPE WITHOUT HAVING TO DIG DOWN TO THE PIPE. COMPANY PRIOR TO BACKFILLING AND TESTING. THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE WITH NFPA-24. THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND UTILITY 7. 8. 16. 17. 18. 19. 20. A MINIMUM OF 2-4" PVC UTILITY SLEEVES SHALL BE INSTALLED ACROSS ALL STREETS TO WATER MAIN VALVES AND WATER SERVICE TAPS SHALL NOT BE LOCATED UNDER SERVE ISLANDS WITH IRRIGATION. THE PROPOSED PAVEMENT. 9. 10. 21. 1. 2. 4. EROSION CONTROL NOTES AND WATER CONSERVATION COMMITTEE OFFICER, AND THE FEDERAL E.P.A. GUIDELINES FOR THE NPDES PROGRAM. ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER, SOIL5. ABSOLUTELY NO SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE DURING CONSTRUCTION.6. IF HEAVY RAINS OR UNUSUAL SITE CONDITIONS RESULT IN THE POLLUTION OF ROADWAYS OR ALL DISTURBED AREAS SHALL BE TEMPORARILY AND PERMANENTLY SEEDED WITH "SOUTH" ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE GOVERNING OFFICIALS. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO BE INTIMATE WITH THE LOCAL EROSION CONTROL LAWS AND TO REFLECT THIS KNOWLEDGE IN HIS/HER ACTIONS AND 7. 8. FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON ALL VEGETATION SHALL BE PLANTED AND MAINTAINED PER THE ALABAMA HANDBOOK IMMEDIATELY AND RESTORE THE AREAS TO THE ORIGINAL CONDITION WITHIN 24 HOURS.ADJACENT PARCELS THEN THE GRADING CONTRACTOR SHALL CLEAN THE DISTURBED AREAS TYPE SEEDINGS PER THE ALABAMA HANDBOOK. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OFEROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 11. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTION THE EXISTING SITE IS UN-DEVELOPED. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED. CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES AFTER PERMANENT GRASSING IS IN PLACE AND ESTABLISHED. CONTACT LARRY SMITH, PE 251-990-6566. CONSTRUCTION SITES AND URBAN AREAS (ALABAMA HANDBOOK). QUOTATIONS. REFERENCE THE CONSTRUCTION SEQUENCE FOR THE RELATIONSHIP BETWEEN THEINSTALLATION OF EROSION CONTROL FEATURES AND GENERAL CONSTRUCTION.9. 10. BY THE GOVERNING OFFICIAL OR ENGINEER OF RECORD. 12. 13. THE CONSTRUCTION EXIT PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANYSTRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR DISTURBED AREAS LEFT IDLE FOR SEVEN DAYS OR LONGER ARE TO BE MULCHED. SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED1/3 OF THE CAPACITY OF THE DEVICE. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ANDPRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 14. 15. 16. RESPONSIBILITY OF THE OWNER'S CONTRACTOR. 17. 18. 19. THE SITE IS TO BE CLEARED AND GRADED AS TO MINIMIZE THE AMOUNT OF SOIL EXPOSED 20. AT ONE TIME. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONALEROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUT THE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY 21. CONSTRUCTION. BMP'S SHALL BE INSTALLED AS PER THE ALABAMA HANDBOOK STANDARDS. 22. BMP'S SHALL BE INSTALLED WITH MINIMAL CLEARING ACTIVITY. 23. REFER TO THE LANDSCAPE PLANS FOR FINAL STABILIZATION MEASURES. 24.NO DUST CONTROL IS ANTICIPATED. SHOULD DUST BE AN ISSUE, SITE WILL BE WATERED TO MINIMIZE GENERATION OF DUST. DUST CONTROL IS ALSO ACCOMPLISHED BY MINIMIZINGTHE EXPOSURE OF BARE SOILS. UTILIZE TEMPORARY VEGETATION AND MULCHING TO COVER BARE AREAS DURING CONSTRUCTION. UTILIZE PERMANENT VEGETATION TO CONTROL DUST FROM THE SITE AFTER CONSTRUCTION IS COMPLETE. 25.WHERE LABELED FIP/CIP, FABRIC INLET PROTECTION TO BE INITIALLY INSTALLED AND CONVERTED TO CURB INLET PROTECTION ONCE THROAT IS POURED. 3. AREA TO BE DISTURBED=±18.77 ACRES. PIPE LENGTHS SHOWN ARE LINEAR DISTANCES BETWEEN CENTER TO CENTER OFSTRUCTURES. THE CONTRACTOR SHALL DETERMINE THE QUANTITY OF PIPE NEEDED FOR THE JOB, BASED ON SLOPE LENGTH AND WHOLE STANDARD PIPE SECTIONS. ALL STRUCTURAL FILL AREAS TO BE CONSTRUCTED UNDER THE DIRECTION OF A SOILS ENGINEER. GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPE SHALL BEWELL ROUNDED. ELEVATIONS REPRESENT FINAL GRADE. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NOGRADING SHALL BE DONE UNTIL THE TREE PROTECTION, SAVE AREAS, SILT BARRIER INSTALLATION AND DETENTION FACILITIES ARE CONSTRUCTED. THE LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET. ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITION. 11. 12. 13. 14. 15. 16. 17. 18. CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 19. TEMPORARY SEDIMENT BASIN FEATURES ARE TO BE CONSTRUCTED AND FULLY OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING. 20. ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM.21. 22. JUNCTION BOX = TOP; THE TOP MOST PART OF THE RIM AND COVER CASTING.CATCH BASIN = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DROP INLET = GRATE; THE TOP MOST PART OF THE FRAME AND GRATE. WEIR INLET = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DEFINITION OF THE TYPE OF TOP IS AS LISTED:THE ELEVATION OF MANHOLE/INLET TOPS ARE TO BE AT THE FINISH ELEVATION SHOWN. THE THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY PAVEMENT SHALL RECEIVE FOUR INCHES OF TOPSOIL AND STABILIZED PER THE LANDSCAPE PLAN. THE TYPE OF PIPE MAY BE ALTERED IF APPROVED BY THE ENGINEER. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, ANDEXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPES STORM PIPE SHALL BE AS FOLLOWS: GRADING & DRAINAGE NOTES STANDARDS UNLESS APPROVED OTHERWISE BY THE ENGINEER. ALL STRUCTURES SHALL BE PRECAST CONCRETE PER ASTM C-478/C-913 AND ALDOT STEEPER THAN 3:1 SHALL BE COVERED WITH CURLEX BLANKETS BY AMERICAN EXCELSIOR ALL CAST IN PLACE CONCRETE TO HAVE A MIN. 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I. RCP, CLASS 3 PER ALDOT SPECIFICATIONS. COMPANY OR EQUAL. 1. 2. 3. 4. 6. 7. 8. 9. 10. THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER RECORD DRAWINGS OF AS-BUILT CONDITIONS FOR THE DEVELOPMENT OF THE SITE. CONTRACTOR SHALL PROVIDE A VIDEO OF THE STORM SYSTEM. 30" FOR ALL INTERNAL STREET INTERSECTIONS 36" FOR ALL INTERSECTION WITH EXISTING COUNTY, STATE AND FEDERAL ROADS R1-1 STOP SIGN- DIAMOND GRADE- MINIMUM 0.080" THICK TRAFFIC SIGNAGE SHALL MEET STANDARDS IN ACCORDANCE WITH THE LATEST EDITION OF THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD): 6" TALL WHITE ALL-CAPITAL LETTERING ON GREEN BACKGROUND BRACKETS- VULCAN TYPE VS-8 VANDAL PROOF OR APPROVED EQUAL STREET NAME SIGN- 9" ALUMINUM EXTRUDED BLADE, HIGH INTENSITY PRISMATIC, ALL OTHER SIGNS- HIGH INTENSITY PRISMATIC OR BETTER- MINIMUM 0.080" THICK EMBEDDED NOT LESS THAN 3 FEET BELOW THE FINISHED GRADE ELEVATIONPOST FOR ALL SIGNS- #2 GALVANIZED U-CHANNEL OF APPROPRIATE HEIGHT 23. 26.SITE INSPECTIONS TO BE PERFORMED WHEN 3/4" RAIN EVENT OR GREATER OCCURS. DISTURBED AREAS LEFT IDLE FOR FOURTEEN DAYS OR LONGER ARE TO BE SEEDED AND MULCHED. 24. 25. 26. 27. STANDARDS FOR NEW ROAD CONSTRUCTION.ALL WORK AND MATERIALS WITHIN THE SITE SHALL COMPLY WITH CITY OF FAIRHOPE DESIGN CITY OF FAIRHOPE INSPECTOR TO BE NOTIFIED ACCORDING TO BENCHMARK INSPECTION LIST.22. DETAILS AND LOCATIONS OF UTILITIES SHALL COMPLY WITH CITY OF FAIRHOPE UTILITY MANUAL. IF ANY MODIFICATIONS ARE MADE, THE CONTRACTOR SHOULD11. ALWAYS BE IN COMPLIANCE WITH MANUAL. PVC WATER MAINS UNDER 4" SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241. PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 250 PSI, SDR 18 OR HEAVIER. WATER MAINS 4"-12" SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241 FOR PRESSURE PIPE WITH IRON PIPE OUTSIDE DIAMETER OR AWWA C900. PIPE SHALL BE A MINIMUM CLASS 250 FOR ASTM D2241 OR SDR 18 OR HEAVIER FOR AWWA C900. ALL PVC WATER PIPE SHALL BE MARKED USING A TRACER WIRE BURIED BETWEEN 3 AND 6INCHES ABOVE THE TOP OF THE PIPE. TRACER WIRE SHALL BE NO. 12 COPPER WIRE WITH PLASTIC COATING. WIRE SHALL BE CARRIED UP THROUGH VALVE BOXES AND TERMINATED A MINIMUM OF 2 FEET ABOVE THE GROUND TO PERMIT CONNECTION OF LOCATING EQUIPMENT. NONMETALLIC BLUE MARKER TAPE SHALL BE BURIED APPROXIMATELY 15 INCHES ABOVE THE TOP OF THE PIPE. TAPE SHALL BE A MINIMUM OF 3 INCHES WIDE AND ON THE OWNER'S LIST OF MATERIALS AND APPROVED MANUFACTURERS. 27. THIS SITE SHALL ADHERE TO THE RED SOIL AND CLAY ORDINANCE. RED SOIL AND CLAY ISPROHIBITED WITHIN 100' OF CRITICAL AREAS, INCLUDING WETLANDS AND STREAMS. 28. THIS SITE SHALL ADHERE TO THE CITY OF FAIRHOPE WETLAND ORDINANCE. NO DISTURBANCE IS ALLOWED WITHIN THE 30' WETLAND BUFFER, INCLUDING CLEARING ACTIVITY. SHEET 20200781 DRLDRAWN: DATE: SCALE: JOB No.:04/15/21 N.T.S.SEALAFFIXREVISIONDATEGENERAL NOTESCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566C1OVERLANDSUBDIVISION PHASE 1Fairhope, Alabama 36532PHASE 13/31/2021FAIRHOPE COMMENTS4/15/2021 CO. HWY 48 (A.K.A FAIRHOPE AVE.)80 FT. R/W"X" UNSHA D E D20 FT. BUFFER83 119 1312 15 Park 1 2 4 5 6 7 10 14 16 44 32 34 33 42 40 37 51 4647 35 36 59 49 48 39 38 43 4558 52 41 60 53 54 50 55 56 61 57 OVERLAND DRIVE FERDINAND AVE.HUDSON LOOPMERIWETHER CT.15 FT. COMMON AREA20 FT. BUFFER15 FT. COMMON AREAFOLWOVERLAND DRIVE SAWCUT 21 LF ASPHALT REMOVE PAVEMENT REMOVE 22 LF 18" RCP REMOVE TREES PHASE 1PHASE 2PHASE 1PHASE 2ERIKSSON DRIVE30 F"AE"X" UNS REMOVE TREES 15+41 10+00 11+00 12+00 13+0014+0015+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 10+00 11+0012+0013+0014+00 15+00 16+00 17+00 13+25 10+0011+0012+0013+0011+65 10+00 11+0016+53 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11+00 12+ 10' COMMON AREA (BUFFER)10' COMMON AREA (BUFFER) 1200153060 30 SCALE SHEETC2 20200781 DRLDRAWN: DATE: SCALE: JOB No.:04/15/21 1"=30'SEALAFFIXREVISIONDATER Know what's below. before you dig.Call CLEARING, GRUBBING &DEMOLITION PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566LEGEND CLEARING LIMITS OVERLANDSUBDIVISIONPHASE 1Fairhope, Alabama 36532PHASE 1 PHASE 2 PHASE 13/31/2021FAIRHOPE COMMENTS4/15/2021" I ---L_ I\ N --------~-[ -----------" I "."' ~ II \ \' I I----,10 '--, '-! ~v '-r I I I _ -I ------" I "-\ I \ I -1 -~ ---1_ '---. "-I "-\( \ I I I I I l--- Ir 11 ~ r ---~ ' , "" \ I", "\ ·~ I\\ ·~ \I\" _______ J, ,,,, -----1 ----~-----1----1-----1---,,,, -I I ( I \\ I "-I I I I I I I I / I ---_,__.,.....,,,., ...,,.,.,,,~"""'"" I --- '-- '--I "--------,------ 1 '--'-- r---c-1r---~ - -----~ ~ --------+---< '----I ----------"----- ~,c-"-4--"s.._-------- ----- b CO. HWY 48 (A.K.A FAIRHOPE AVE.)80 FT. R/W"X" UNSHA D E D20 FT. BUFFER83 11912456710 44 4251 4647 59 49 48 43 4558 52 60 53 54 50 55 56 61 57 OVERLAND DRIVE FERDINAND AVE.HUDSON LOOP15 FT. COMMON AREA20 FT. BUFFER15 FT. COMMON AREAFOLINSTALL DITCH #1 WET POND #110491105 104 103 101 100 106 102 201 200 900 1000 1100 202 203 A1 A4 A3 B1 I1 I2 J2 K1 K2 B4 B3 A2 A5 A8 A6 A7 B2 J1 85 90 95 100 10 5 82 83 84 86 87 88 89 91 92 93 9 4 96 97 98 99 10 1 10 2 10 3 10 4 106 85 90 95 100 105 83 84 86 87 88 89 91 92 93 94 96 97 98 99 101 102 103 104 106 107 9 0 9 5 100 105 87 88 8 9 9 1 9 2 9 3 9 4 9 6 9 7 9 8 99 101 102 103 104 85 90 90 81828384 86 86 87 87 88888989 85 90 90 84 86 8 87 88 88 89 89 90 89 9192 93 85 90 81828384 86878889 919293 90 95100 91 92 93 94 96 97 98 991009 6 9798991 0 1 10 2 1 0 3 104 104 951009293 94 96 97 98 99101102 103 95 100 94 96 97 98 99 101 102 103 104 105 103 104 106 106107 94959697989995969792949390 898887888990XX15+41 10+00 11+00 12+00 13+0014+0015+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11+0012+0013+0014+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10' COMMON AREA (BUFFER) STORM A NAME 100 101 102 103 104 105 106 SIZE & TYPE 30" RCP 30" RCP 30" RCP 18" RCP 18" RCP 18" RCP 18" RCP LENGTH 62LF 206LF 26LF 304LF 210LF 26LF 27LF SLOPE 0.30% 0.30% 0.30% 2.79% 3.42% 0.50% 0.50% STORM A STRUCTURE: A1-MES A2-WI A3-DWCB A4-DWCB A5-DWCB A6-SWCB A7-SWCB A8-DWCB DETAILS: THROAT/GRATE/TOP = 83.95 INV IN = 81.00(100) THROAT/GRATE/TOP = 89.50 INV IN = 81.19(101) INV OUT = 81.19(100) THROAT/GRATE/TOP = 89.01 INV IN = 81.81(102) INV OUT = 81.81(101) THROAT/GRATE/TOP = 89.01 INV IN = 81.89(103) INV OUT = 81.89(102) THROAT/GRATE/TOP = 94.74 INV IN = 90.37(106) INV IN = 90.37(104) INV OUT = 90.37(103) THROAT/GRATE/TOP = 101.90 INV IN = 97.56(105) INV OUT = 97.56(104) THROAT/GRATE/TOP = 101.90 INV OUT = 97.69(105) THROAT/GRATE/TOP = 94.74 INV OUT = 90.50(106) STORM I STRUCTURE: I1-MES I2-WI DETAILS: THROAT/GRATE/TOP = 100.80 INV IN = 99.00(900) THROAT/GRATE/TOP = 102.50 INV OUT = 99.08(900) JUNCTION BOX ELEVATIONS ARE SHOWN ABOVE AS TOP OF MANHOLE (RIM). SINGLE WING CATCH BASIN (SWCB), DOUBLE WING CATCH BASIN (DWCB), AND WEIR INLET(WI) SHOWN ABOVE ARE THROAT ELEVATIONS. DROP INLET (DI) SHOWN ABOVE ARE GRATE ELEVATIONS. STORM K STRUCTURE: K1-MES K2-MES DETAILS: THROAT/GRATE/TOP = 93.68 INV IN = 91.68(1100) THROAT/GRATE/TOP = 94.50 INV OUT = 92.70(1100) STORM J STRUCTURE: J1-MES J2-MES DETAILS: THROAT/GRATE/TOP = 88.50 INV IN = 86.70(1000) THROAT/GRATE/TOP = 88.72 INV OUT = 86.92(1000) STORM I NAME 900 SIZE & TYPE 18" RCP LENGTH 27LF SLOPE 0.30% STORM J NAME 1000 SIZE & TYPE 18" RCP LENGTH 75LF SLOPE 0.29% STORM K NAME 1100 SIZE & TYPE 18" RCP LENGTH 76LF SLOPE 1.35% STORM B STRUCTURE: B1-MES B2-SWCB B3-SWCB B4-JB DETAILS: THROAT/GRATE/TOP = 82.80 INV IN = 81.00(200) THROAT/GRATE/TOP = 94.88 INV IN = 88.50(202) INV IN = 89.75(201) INV OUT = 85.00(200) THROAT/GRATE/TOP = 94.88 INV OUT = 90.75(201) THROAT/GRATE/TOP = 103.90 INV IN = 96.75(203) INV OUT = 96.75(202) STORM B NAME 200 201 202 203 SIZE & TYPE 18" RCP 18" RCP 18" RCP 18" RCP LENGTH 164LF 26LF 218LF 121LF SLOPE 2.44% 3.82% 3.79% 0.50% 1200153060 30 SCALE SHEET 20200781 DRLDRAWN: DATE: SCALE: JOB No.:04/15/21 1"=30'SEALAFFIXREVISIONDATER Know what's below. before you dig.Call GRADING & DRAINAGE PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566PROPOSEDEXISTING GRADING & DRAINAGE PLAN LEGEND STORM SEWER PIPING JUNCTION BOX (JB) CONTOURS SPOT ELEVATION XXX + XXX.XX XXX XXX.XX HIGH POINT HP TYPE "S" 2- WING INLET (DWCB) DROP INLET (DI) WEIR INLET (WI) TYPE "S" 1- WING INLET (SWCB) MITERED END SECTION (MES) C3OVERLANDSUBDIVISION PHASE 1Fairhope, Alabama 36532PHASE 13/31/2021FAIRHOPE COMMENTS4/15/2021I i v I I ~/ I I I / / r / I I I ---=--:::U:::::+ 1-+-----=-------+ LJ +-----------=----I-----------=-+-- -----I ---=T ~ ~-~1,~-:r --7--:-~-=~-=_-~I --7----1---I -----------------------f __./ --..__ .! ----L_ I\ I I I --__ I I I _) / I --~ I ..__'--I "-I \ I I I r--_ I _l ---I I ~---~:1rJ ---:"J "o I \\ I I I I __ l ___ I I I J ''--",I '\. \1 \ I I ---~ --J '---'\_I '\_ "( \ I I ---r ---,! "-----""'\I"\"\ I\\ \I\ ---1------,,,,,---1-----1----~----~----1--~------I ( \ I \ \ I " I '-~__-I I I I I I I I I I ~~.:..~ ............ ~~~~ '=-'~~~--=-= _ l _ - -_L --_J ---------- / '-.,-/ / / / / / / / / / / / / ---- CO. HWY 48 (A.K.A FAIRHOPE AVE.)80 FT. R/W"X" UNSHA D E D20 FT. BUFFER83 119 1312 15 Park 1 2 4 5 6 7 10 14 16 44 32 34 33 42 40 37 51 4647 35 36 59 49 48 39 38 43 4558 52 41 60 53 54 50 55 56 61 57 OVERLAND DRIVE FERDINAND AVE.HUDSON LOOPMERIWETHER CT.15 FT. COMMON AREA20 FT. BUFFER15 FT. COMMON AREAFOL105102103104106 85 90 95 82 83 8486878889 91 92 93 94 96 97 OVERLAND DRIVE XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XXXXXXXXXXXX X X X X X X XXXXXXXX X X X XX XXXXX X X X X XXXXXFIP CIP FIP FIP CIP FIP CIP FIP FIP CIP FIP FIPCIP FIPCIP FIP CIP FIP FIP FIP W W W W W W W W W W SB SB SB OP OP OP OP SKIMMER (TYP.) SEE DETAIL BAFFLE (TYP.) SEE DETAIL 50' 50' TS MU TS MU TS MU PS TS MU TS MU TS MU CEP INSTALL 10 TONS TYPE II RIP RAP ON ALL MES OUTLETS UNLESS NOTED OTHERWISE INSTALL 10 TONS TYPE II RIP RAP ON ALL MES OUTLETS UNLESS NOTED OTHERWISE XXXXXXBAFFLE (TYP.) SEE DETAIL W OP OP PHASE 1PHASE 2PHASE 1PHASE 2XXXOP OP XXXFIP ERIKSSON DRIVE30 F"AE"X" UNS1019110' COMMON AREA (BUFFER)10' COMMON AREA (BUFFER) SHEET 20200781 DRLDRAWN: DATE: SCALE: JOB No.:04/15/21 1"=30'SEALAFFIXREVISIONDATER Know what's below. before you dig.Call EROSION & SEDIMENTCONTROL PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566FIP SB CEP LEGEND: MU TS PS ECB OP DV CIP FIP CIP W C5OVERLANDSUBDIVISION PHASE 1Fairhope, Alabama 365321200153060 30 SCALE NOTES: 1. THIS SITE SHALL ADHERE TO THE RED SOIL AND CLAY ORDINANCE. RED SOIL AND CLAY IS PROHIBITED WITHIN 100' OF CRITICAL AREAS, INCLUDING WETLANDS AND STREAMS. 2. THIS SITE SHALL ADHERE TO THE CITY OF FAIRHOPE WETLAND ORDINANCE. NO DISTURBANCE IS ALLOWED WITHIN THE 30' WETLAND BUFFER, INCLUDING CLEARING ACTIVITY. PHASE 1 PHASE 2 PHASE 13/31/2021FAIRHOPE COMMENTS4/15/2021r I I/ r I I r r 1 / I/ I V I I / /" 1' I "- [ I f 1 1 1', i -\, I / / I "- r / I I I ,/ ,/ // ,/,,.,-,/ ,,.,- / ,/ ,/ / ,/,/ ,/,/ / ,/ ,/ ---,,.,-,/ / ___ \ ___ _ ~I .----~-1-= I ) I I / : I I / I I I ; I I I / ,/ --+ -7 ------------ ----- - -----------=:::: =----~------- ---------- -------------------._ " 0 catSlRllCTICJI EXITPAD 0 SEDIIENT ...... 0 FABRIC DRCP •L£T "'°"""' 0 Mll.CIING 0 """"""' SEEIING 0 '''"""'" SEEIING 0 EROSDI COORa. ILINICET 0 Wllil PR01£C1IOI 0 """'"' 0 Q.OBIIIET PR01£C1IOI 0 S1RA.WWAT11..ES CD FAlRCl:QJRB INL£TPR01EC1ICII CO. HWY 48 (A.K.A FAIRHOPE AVE.)80 FT. R/WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS20 FT. BUFFER83 119 1312 15 Park 1 2 4 5 6 7 10 14 44 42 40 37 51 4647 59 49 48 39 38 43 4558 52 41 60 53 54 50 55 56 61 57 OVERLAND DRIVE FERDINAND AVE.HUDSON LOOPMERIWETHER CT.15 FT. COMMON AREA20 FT. BUFFER15 FT. COMMON AREAWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFOLGGGGGGGWWWWW WOVERLAND DRIVE SSMH#A1 DOGHOUSE MH RIM=90.27 INV IN=84.79(S) INV IN=84.59(E) INV OUT=84.59(W) SSMH#A2-0 RIM=91.48 INV IN=85.79(S) INV IN=86.29(E) INV OUT=85.69(N) 226LF - 8" PVC SDR-26 @ 0.40% SSMH#A3-0 RIM=94.44 INV IN=87.01(S) INV IN=87.01(E) INV OUT=86.91(N) 278LF - 8" PVC SDR-26 @ 0.40% 344LF - 8" PVC SDR-26 @ 0.40% EX-SSMH#1 RIM=88.40 INV IN=82.50(E) SSMH#A2-2 DOGHOUSE MH RIM=96.96 INV OUT=93.00(S) 121LF - 8" PVC SDR-26 @ 0.75% SSMH#A2-3 RIM=103.97 INV OUT=99.63(N)389LF - 8" PVC SDR-26 @ 1.94% SSMH#A3-1 RIM=101.43 INV OUT=97.59(W) 229LF - 8" PVC SDR-26 @ 4.63% SSMH#A2-1 RIM=101.96 INV IN=92.10(S) INV IN=92.10(N) INV OUT=92.00(W) 332LF - 8" PVC SDR-26 @ 1.72% 344LF - 8" PVC SDR-26 @ 0.40% EXISTING SANITARY SEWER MAIN INSTALL 8" PVC CL250 WATER MAIN INSTALL TEE W/ MEGALUGS & (2) M.J. GATE VALVES INSTALL TEE W/ MEGALUGS & (1) M.J. GATE VALVE INSTALL 8" PVC CL250 WATER MAIN INSTALL 8" PVC CL250 WATER MAIN INSTALL 8" PVC CL250 WATER MAIN INSTALL 8" PVC CL250 WATER MAIN INSTALL 8" PVC CL250 WATER MAIN INSTALL TEE W/ MEGALUGS & (2) M.J. GATE VALVE INSTALL 8" - 90° BEND W/ MEGALUGS INSTALL FIRE HYDRANT ASSEMBLY (TYP.) SEE DETAILS PHASE 1PHASE 2PHASE 1PHASE 2INSTALL TAPPING SLEEVE & VALVE. CONTRACTOR TO VERIFY EXACT LOCATION PRIOR TO CONSTRUCTION INSTALL WATER SERVICE, TYP. INSTALL SEWER SERVICE, TYP. INSTALL SEWER SERVICE, TYP. INSTALL WATER SERVICE, TYP.EXISTING WATER MAIN EXISTING GAS MAIN INSTALL FIRE HYDRANT ASSEMBLY W/ MEGALUGS & (1) M.J. GATE VALVE, 18 LF D.I & CAP (PHASE 1) INSTALL WATER SERVICE, TYP. INSTALL FIRE HYDRANT ASSEMBLY W/ MEGALUGS & (1) M.J. GATE VALVE, 18 LF D.I & CAP ERIKSSON DRIVEINSTALL TEE W/ MEGALUGS & (1) M.J. GATE VALVE INSTALL FIRE HYDRANT ASSEMBLY W/ MEGALUGS & (1) M.J. GATE VALVE, 18 LF D.I & CAP (PHASE 1) INSTALL FIRE HYDRANT ASSEMBLY W/ MEGALUGS & (1) M.J. GATE VALVE, 18 LF D.I & CAP INSTALL CAP (PHASE 1) DIRECTIONAL BORE INTO WATER MAIN W/8" WATER MAIN & 12" ENCASEMENT (40 LF). 20' UTILITY EASEMENT FUTURE SERVICE FUTURE S SERVICE SSMH#A4-0 RIM=93.59 INV IN=88.47(S) INV IN=88.47(E) INV OUT=88.37(N) (END PHASE 1 SEWER)SSINSTALL 50LF - 8" PVC SDR-26 @ 1.0% SLOPE & PLUG FOR FUTURE EXTENSION INSTALL 32LF - 8" PVC SDR-26 @ 0.4% SLOPE & PLUG FOR FUTURE EXTENSION 15+41 10+00 11+00 12+00 13+0014+0015+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 10+00 11+0012+0013+0014+00 15+00 16+00 13+25 10+0011+0012+0013+0011+65 10+00 11+0016+53 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11+00 INSTALL TWO (2) 4" PVC SLEEVES INSTALL TWO (2) 4" PVC SLEEVES W S S S S S S S S S S SWWWWWWWWW W WS WWWWWWWWSSSSSSSSSSWWWWSSSSWWWWSSSSS SWW WWW W 10' COMMON AREA (BUFFER)10' COMMON AREA (BUFF SHEET 20200781 DRLDRAWN: DATE: SCALE: JOB No.:04/15/21 1"=30'SEALAFFIXREVISIONDATER Know what's below. before you dig.Call UTILITY PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566UTILITY PLAN LEGEND VALVE WATER METER EXISTING FM G FIRE HYDRANT ASSEMBLY MANHOLE WATER LOW PRESSURE FORCE MAIN THRUST BLOCK UNDERGROUND ELECTRIC GAS UGE PROPOSED G OHP OVERHEAD POWER UGE OHP WW WV FM CLEAN OUT WW C.O. S FH SANITARY SEWER STUB SS C6OVERLANDSUBDIVISION PHASE 1Fairhope, Alabama 365321200153060 30 SCALE PHASE 13/31/2021FAIRHOPE COMMENTS4/15/2021 CO. HWY 48 (A.K.A FAIRHOPE AVE.)80 FT. R/W20 FT. BUFFER83 11912456710 44 4251 4647 59 49 48 43 4558 52 60 53 54 50 55 56 61 57 OVERLAND DRIVE FERDINAND AVE.HUDSON LOOP15 FT. COMMON AREA20 FT. BUFFER15 FT. COMMON AREAINSTALL STREET LIGHT (TYP.) INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL STOP SIGN & STREET SIGN W/ POST. SEE DETAIL INSTALL STOP SIGN & STREET SIGN W/ POST. SEE DETAIL INSTALL SPEED LIMIT SIGN W/ POST. SEE DETAIL INSTALL STOP SIGN & STREET SIGN W/ POST. SEE DETAIL INSTALL STOP SIGN & STREET SIGN W/ POST. SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL STREET LIGHT (TYP.) INSTALL STREET LIGHT (TYP.) INSTALL STREET LIGHT (TYP.) INSTALL STREET LIGHT (TYP.) INSTALL STREET LIGHT (TYP.)INSTALL STREET LIGHT (TYP.) INSTALL STREET LIGHT (TYP.) INSTALL STREET LIGHT (TYP.) INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL 5' WIDE MULCH WALKING TRAIL INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL MAILBOX KIOSK TO BE DESIGNED BY LANDSCAPE ARCHITECT INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL INSTALL SPEED LIMIT SIGN W/ POST. SEE DETAIL 15+41 10+00 11+00 12+00 13+0014+0015+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11+0012+0013+0014+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10' COMMON AREA (BUFFER)20 FT. BUFFERRIVER MILL DR.INSTALL 5' CONCRETE SIDEWALK W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL 1200153060 30 SCALE SHEET 20200781 DRLDRAWN: DATE: SCALE: JOB No.:04/15/21 1"=30'SEALAFFIXREVISIONDATER Know what's below. before you dig.Call SIDEWALK, STREET LIGHT& SIGNAGE PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566C7OVERLANDSUBDIVISION PHASE 1Fairhope, Alabama 36532SCALE: 1" = 30' SIDEWALK EXTENTION FUTURE DEVELOPMENT PHASE 13/31/2021FAIRHOPE COMMENTS4/15/2021~ --~ -------+---------+ -----+---------+---------+-----+--------+-----~ -T ----f------ I I, ( : ;c ""'F . • •· . • . ' 7'~ j1 ~ ' • • • • . ·•. ft < " • • 'x~.; 1' ~~ .• . " • :L-•• :•K__ : I ::1""- ,__ _____ _ e· , ""---• g i :: i L _________ : I 'I-----________ j_ ________ ----1·: ! II : : : • ! : I :,__ _____ ; , !~ ! ! -- ---- - --, I :;·L---------------! -- -------------l: j .·.·,___ ----- I 1-) I • j ._ ! ; i ': I ; . I .,t-\ ;'. / 1 • J ·••· I •·;K '\( ~/•, {7 -----------::== ==-=== ··~.· '~ ... •. ;.. ,. -•~:•-.. ·. II 1\ /1 ... -Lll ___________ ~i lj/J J _£ ________ ----------~-'. ~~ . . . "' f----- -~ \-----+-----f----~ ' =:: :::= == --\_----\""-..._ --------t---- 1 ~~:::+=:::;===~=====;;~ .. -............. -I ( ~1:/1;\\.,~l -'·;" -~-~. ~-\ •• ------- I ' _:f!\'. E\ • : i II I I --------------- : I/ ------- , ~ II .,------·---~ / ---" I • • ""!-·-~ SIDl~ALK BR :Aj<UNE ~ . / • -..._ IE 1H5 :~ -=r: · ! ' ' ' • ' • ' ~ , " \ /.1 I I z--cE~~~<---iiiiiiiiiiii::< I I I I I SOEWALK BREAKLNE 1312 15 19 Park 14 16 17 18 20 21 22 26 23 32 30 25 34 33 29 40 31 37 24 28 35 36 39 38 41 MERIWETHER CT.HUDSON LOOP27 HUDSON L O O P OVERLAND DRIVE 15+73.24 17+03.14 INSTALL STOP SIGN & STREET SIGN W/ POST. SEE DETAIL. (PHASE 1) INSTALL STREET LIGHT (TYP.) (PHASE 1) INSTALL HEADER CURB. SEE DETAIL PHASE 1PHASE 2PHASE 1PHASE 2INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL. (PHASE 1) INSTALL STOP SIGN & STREET SIGN W/ POST. SEE DETAIL INSTALL STREET LIGHT (TYP.) INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL. (PHASE 1)INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL. (PHASE 1) 5' WIDE MULCH WALKING TRAIL (PHASE 2) INSTALL CONCRETE RAMP W/ ROAD CONSTRUCTION (TYP.) SEE DETAIL. (PHASE 1)ERIKSSON DRIVE30 FT. W E T L A N D B U F F E R PORTION OF SIDEWALK TO BE INSTALLED WITHIN PHASE 2 INSTALL 'FUTURE THRU STREET' SIGN INSTALL HEADER CURB. SEE DETAIL INSTALL HEADER CURB. SEE DETAIL INSTALL HEADER CURB. SEE DETAIL 23+2517+00 18+00 19+00 20+00 21+00 22+00 23+00 21+93 15+00 16+00 17+00 18+00 19+00 20+0021+0013+25 10+0011+0012+0013+0011+65 10+00 11+0016+53 10+00 11+00 12+00 13+00 14+00 15+00 16+0017+0010+0011+0012+0012+2710' COMMON AREA (BUFFER) SHEET 20200781 DRLDRAWN: DATE: SCALE: JOB No.:04/15/21 1"=30'SEALAFFIXREVISIONDATER Know what's below. before you dig.Call Civil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566SIDEWALK, STREET LIGHT& SIGNAGE PLANC8OVERLANDSUBDIVISION PHASE 1Fairhope, Alabama 365321200153060 30 SCALE PHASE 1 PHASE 2 PHASE 1PHASE 2PHASE 13/31/2021FAIRHOPE COMMENTS4/15/2021I ' --+-----------, ~ I __ T _______ _ I --~--------------' I -------------------< I ------t -----+------+ ------+------+---- T .-.;: ·.~ ~ ..... ~-•.. . •-:.· ,· :-. .•.·•.-.. - . , .-·. ·.••-· .,.., -: ... , -,:·. __ : _•.. .. .·· I I t I -------------,------------ ,______ --- --- --J__ --- --- ------j ---------------, t I I l I I t I I _j_ I I _j_ I t~~~~-~-~-~-~-~--~-~~, ~-~~~-~~~~-~~~~~~~~ . ,· • I ------+---~ -1~ ---+-------i ~ -~ •. • I - --~ --- --- --I -I -~ I f------+------1- 11 ~ r --~ -~ ~11 / t I ,,,,,,--· 7 ~-. - . I 11 ---_/ / __ ,,. • • ----~----·-·1 ---/ • 1 , } / ,,,-~ ~ ---_-,----< . • 1. I I / ,r'◄---.,,,,,, • ◄ '◄ I • I I z--■E8~'JJ+-,<.;;~~< FAIRHOPE CORP. LIMITSP.O.C. P.O.B. BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 80 FT. R/W NORTHWOOD SRIVER MILL DR.20 FT. BUFFER LOT 622.42 AC Mail Bench 8 3 11 9 13 12 15 19 Park 1 2 4 5 6 7 10 14 16 17 18 20 21 22 26 23 44 32 30 25 34 33 29 42 40 31 37 24 28 51 46 47 3536 59 4948 3938 4345 58 52 41 60 5354 50 5556 6157 OVERLAND DRIVE 50 FT. R/WFERDINAND AVE. 50 FT. R/W HUDSON LOOP 50 FT. R/W MERIWETHER CT. 50 FT. R/W HUDSON LOOP 50 FT. R/W 27 10 FT. BUFFER10 FT. BUFFER15 FT. COMMON AREA 20 FT. BUFFER 15 FT. COMMON AREA 20 FT. BUFFER20 FT. BUFFER 10 FT. BUFFERMIN. 10 FT. BUFFERSHALL BE MAINTAINEDHUDSON LOOP 40 FT. R/WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS WWWWWWW WWWWWWWWWWW WW WWEXISTINGSANITARYSEWER MAINWSSSSSSSSSSSWWWWWWWWWWWSW W W W W W W W W W W SS S S S S S S S S W W W W S S S S W W W W S S S S SS W WWSSWWSSWWSSWWSSWWSSWSSWS SS W W W SWS SS W W W SWS SS W W W SWS SS WW WS S WWPHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2EXISTING WATER MAINEXISTING GAS MAINW00 80'160'N O R T HTREE PRESERVATION & REMOVAL PLAN1 TREE PRESERVATION NOTES TREE PROTECTION FENCE - C2 0 Scolec 1 ·-80, ..... """'°""" ~~ lHE ~~ AT 1HE N0R1HYIEST 5001H Jm r7 ~~ fS lHE 10IINSIF. □ I -~--~ - ~ .,, -. ;, '' I I \ I I I I I \ '\· '\. \\, I I \ ' I ..__; I I I I ; = :~~tED SIGNAGE POST ·1~ 1'lllIES;. POST -_:> Fencmg to b ___._ Th~ fence sh:t~tolled prior to co • henloge tee • erected w/ n,trnct,on Fe (t,l,t,es nea~'tr:, 10' from all o~h m,n d,stonce noc:"~o:ype sholl be ch • ;,n~~~t~n::r tree rr~~;~ becomes ~r ;i:~;:;~:. ~ees If 00';:a;,/he trunk~'" 0 ;'"" 4. severed clea~• removed dunn sod ouger sh~II u;derground :~~ters for .t,,,°'s:~e penmet~r'~i cleanng &/or c e used to reta,::~ ;;ots shell ~~ e;,°d at the p~~;, ';,'~tected ra~'.i;'uct,on shall be 5. Fenc,ng co~~~ shall be ad;u'!.li Past holes e~~ large roots ore construct,on ', be removed u ~ to ova,d dam d trenches locot ~ncountered 0 cc ,,,t,es ore co~p:' tlond olterot,oonge ;o maJor ro~ts close to ' . e e ' s, e cleonng, ond '""";°1;12'1';:--::---:1-:-,_-:er-------329333.13-01 virginqn, vi,giniln• virfil'INlnil vlr&lnbna virtinilln• virainbn• LiwOik 1.ivt'O-ak Live:Oil\ Uw0.11c UveO•k l.NtOao\; P,M 3 I I I I 2 ' • ' ' ' ' ' ) • ~@U THESE~ APPROVED AN~AVE NOT BEEN TO CHA~~i_ SUBJECT TREE PRESERVATION & REMOVAL PLAN Sheet No. TP100 FAIRHOPE CORP. LIMITSP.O.C. P.O.B. BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 80 FT. R/W NORTHWOOD SRIVER MILL DR.20 FT. BUFFER LOT 622.42 AC Mail Bench 8 3 11 9 13 12 15 19 Park 1 2 4 5 6 7 10 14 16 17 18 20 21 22 26 23 44 32 30 25 34 33 29 42 40 31 37 24 28 51 46 47 3536 59 4948 3938 4345 58 52 41 60 5354 50 5556 6157 OVERLAND DRIVE 50 FT. R/WFERDINAND AVE. 50 FT. R/W HUDSON LOOP 50 FT. R/W MERIWETHER CT. 50 FT. R/W HUDSON LOOP 50 FT. R/W 27 10 FT. BUFFER10 FT. BUFFER15 FT. COMMON AREA 20 FT. BUFFER 15 FT. COMMON AREA 20 FT. BUFFER20 FT. BUFFER 10 FT. BUFFERMIN. 10 FT. BUFFERSHALL BE MAINTAINEDHUDSON LOOP 40 FT. R/WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS WWWWWWW WWWWWWWWWWW WW WWEXISTINGSANITARYSEWER MAINWSSSSSSSSSSSWWWWWWWWWWWSW W W W W W W W W W W SS S S S S S S S S W W W W S S S S W W W W S S S S SS W WWSSWWSSWWSSWWSSWWSSWSSWS SS W W W SWS SS W W W SWS SS W W W SWS SS WW WS S WWPHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2EXISTING WATER MAINEXISTING GAS MAINWTREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HT REMARKS BH 3 BETULA NIGRA RIVER BIRCH 15 GAL 8`-10`MINIMUM 3 TRUNKS, FULL HEAD LN 9 LAGERSTROEMIA INDICA `NATCHEZ``NATCHEZ` CRAPE MYRTLE 15 GAL 6`-8`MINIMUM 3 TRUNKS; FULL HEAD LT 30 LIRIODENDRON TULIPIFERA TULIP TREE 15 GAL 1.5" - 2" 10`-12`FULL HEAD, SPECIMEN QUALITY QL 20 QUERCUS LYRATA OVERCUP OAK 15 GAL 1.5" - 2" 8`-10`FULL HEAD, SPECIMEN QUALITY QV 8 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 15 GAL 1.5" - 2" 8`-10`FULL HEAD, SPECIMEN QUALITY TD 6 TAXODIUM DISTICHUM BALD CYPRESS 15 GAL 1.5" - 2" 8`-10`FULL HEAD, SPECIMEN QUALITY SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT HT W SPACING REMARKS PD 5 LOROPETALUM CHINENSE `PURPLE DIAMOND` PURPLE DIAMOND LOROPETALUM 3 GAL 42" o.c. SB 69 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 3 GAL 48" o.c. SHRUB AREAS CODE QTY BOTANICAL NAME COMMON NAME CONT HT W SPACING REMARKS JD 13 JUNIPERUS CHINENSIS `PARSONII`PARSON`S JUNIPER 3 GAL 30" o.c. MS 17 MISCANTHUS SINENSIS `ADAGIO`ADAGIO MAIDEN GRASS 3 GAL 42" o.c. PLANT SCHEDULE 00 80'160'N O R T HLANDSCAPE MASTER PLAN1 GENERAL NOTES 1 LP200 WOOD FENCE W/TOP RAIL ELEVATION 2 i 0 Scale, 1•-80' 0 CJ 0 a D 0 0 0 TREE Pl ACfMfNT NQTfS: 1.) ALL TREES SHALL BE 15 GAL AND/OR 1S-2.5" DIA AT TI-lE TIME OF PLANTING. 2.) TREES SHALL BE PLANTED EVERY 25' FROM INTERSECTIONS. A TREE SHALL BE PLANTED ONE PER LOT OR AT LEAST EVERY 50 FEET, BUT NO CLOSER THAN 10'. DEVELOPER RESERVES THE RIGHT TO UTILIZE EXISTING TREES TO MEET THIS REQUIREMENT. 3.) TREE SPECIES AND TREE PLACEMENT SHALL BE APPROVED BY THE CITY HORTICULTURIST. 4.) ALL TREES SHALL BE PRUNED SO lHAT NOT FOLIAGE, Ut.185 OR OTI--JER OBSTRUCTIONS EXISTlNG BETWEEN 2.5 AND 10 FEET FROM ADJACENT STREET GRADE. 5.) IN AREAS WHERE PLANTING STRIPS ARE OPTIONAL AND NOT PROVIDED, SIDEWALKS TEN FEET OR GREATER SHALL PROVIDE 4'X4' TREE WELLS ALONG THE CURB SO Tl-1E TREES MAY BE PLANTED IN CONF'ORMANCE 'MTH THESE REQUIREMENTS. 6.) PER TREE ORDINANCE, SMALL TREES 'NILL BE PLANlED IN BETWEEN WALK AND CURB AREAS LESS THAN 5 FEET. MEDIUM lREES CAN BE PLANlED BETWEEN 5-7 FEET AND LARGE GROWING lREES CAN BE PLANlED IF AREA BETWEEN WALK AND CURB IS 7 FEET OR MORE (SEE ORDINANCE FOR UST). 7.) DEVELOPER SHALL BE RESPONSIBLE FOR WAlERING lREES PRIOR TO SUBDIVISION ACCEPTANCE AND DURING 2-YEAR MAINlENANCE PERIOD. F' · .. I i -~1 NOTE: ALL WOOD SHALL BE PRESSURE TREATED NO. 2 SOUTHERN YELLOW PINE. HEIGHT MAY BE ADJUSTED TO SUIT PROJECT. 0 1/2" -1·-0· 0 I "' -1" CONT. CHAMFER AROUND TOP OF POSTS --2"x6" TOP RAIL, lYP. 2"x4" SUPPORT RAILS, ~ TYP. ~ ~~ 1'0 x4" TRIM BOARD, lYP. '--1 "x6" FENCE BOARDS, lYP., NAILS-WIDTH SPACING BETWEEN BOARDS 6"x6" POST, TYP., BEYOND. SPACE ON 8' CENTERS. 2"x6" BOTTOM RAIL, TYP. FINISH GRADE 3000 PSI CONCRETE N \ FOOTING l .-." \, -~ UNDISTURBED SUBGRADE _1·-2~ 323129.23-02 londscopeorchitecture londplonning r~T~ placemakini;i J'.= Foley.Alabama r!l-.. ii ~i.~'.',i~,:~: D ES I G N ~;,~;~t~,~~;,,,, P. 601. 790.0781 landscape architects www.was-design.com ~@LJ lil@OO ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. ..,, ____ ----------- No. Date Revisions / Submissions _ 11.16.20 _C11Y_S_UB_M_ITI_AL _____ _ _ 12.09.20 Cl1Y RE-SUBMITTAL _ 01.13.21 Cl1Y RE-SUBMITTAL _ 03.22.21 Cl1Y RE-SUBMITTAL --------------- --------------- YTW ,...,, LCW Checked 203163-105 Project No. 10.19.20 Sheel:Tltle LANDSCAPE MASTER PLAN Sheet No. LP100 20 FT. BU 595857 15 FT. COSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSINWWWSSS 00 10'20'N O R T HLANDSCAPE PLANTING ENLARGEMENT PLAN1 OVERLAND OVERLAND 2 I I \ ', I ~-----~----~<--=--)----') I I / ; ----~---/ 7 'i,o i-- I "' 0 1/4" -1'-11' SIGN-OV 01 landscape architecture land planning r ~ plocemaking ~ ~ Foley, Alabama ,!\-. lii :oe1~:·.-::,~~: D ES I G N ~;,~;;;,~~;;:',~;,,,, P. 601.790.0781 landscape architects www.was -design.com ~@LJ IF@OO ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE • ._ r--C ,e . E C: .c. .8 ~ Q.. C +-<( C: ~ -CD V CD 8. C 8- .Q O € CD -~ -c:: .2 &~ ~o C: _g <( Revisions ____ _ No. Date Revisions / Submissions _ 11.16.20 -=CITY.:..=SU=BMITTAL=----- -12.09.20 CITY RE-SUBMITTAL _ 01.13.21 CITY RE-SUBMITTAL _ 03.22.21 CITY RE-SUBMITTAL ------ ------ vrw Dro~ LCW Ch«bd 203163-105 Project No. 10.19.20 - Sheet Title LANDSCAPE PLANTING ENLARGEMENT PLAN Sheet No. LP200 SHRUB PLANTING3 MULTI-TRUNK TREE STAKING x x 2 PLANTING ATSHRUB AREAS. STAKING DETAIL PLANTING ATTURF AREAS. PLANT PIT DETAIL TREE PLANTING - GUY STRAP6 A A B B TYPICAL PLANT SPACING4 GENERAL PLANTING NOTES x x x x x x x x x x x x x x x x x x x x 1 GROUNDCOVER PLANTING5 GENERAi CONPIJIONS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE INSPECTION PRIOR TO LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO ACQUAINT HIMSELF WITH EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF LANDSCAPE MATERIAL AT ALL TIMES. LANDSCAPE CONTRACTOR TO COORDINATE SAFE STAGING AREA WITH GENERAL CONTRACTOR AND/OR OWNER. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL, INCLUDING GRASS, FOR 365 CONSECUTIVE CALENDAR DAYS FROM SUBSTANTIAL COMPLETION OF THE WORK, "'5 DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. ALL AREAS IMPACTED NEGATIVELY BY CONSTRUCTION PROCESSES SHALL BE RETURNED TO ORIGINAL CONDITION OR BETTER PRIOR TO SUBSTANTIAL COMPLETION. I ANPSCAPE AREA SOIi PREPARATION SOIL SHALL BE AMENDED BY THE ADDITION OF COMPOST AND FERTILIZER. COMPOST 1YPE SHALL BE MUSHROOM COMPOST OR DECOMPOSED PINE BARK, AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. COMPOST SHALL BE UNIFORMLY APPLIED OVER PLANTING BEDS AT AN AVERAGE DEPTH OF 2 INCHES AND OVER SOD AREAS AT AN AVERAGE DEPTH OF 3/4 INCH. INCORPORATE COMPOST UNIFORMLY IN PLANTING BEDS TO A DEPTH OF 6 INCHES AND IN SOD AREAS TO A DEPTH OF 3 INCHES USING A ROTARY TILLER OR OTHER APPROPRIATE EQUIPMENT. PRE-PLANT FERTILIZER AND PH ADJUSTING AGENTS (E.G., LIME AND SULFUR) MAY BE APPLIED IN CONJJNCTION WITH COMPOST INCORPORATION, AS NECESSARY. RAKE SOIL SURF ACE SMOOTH PRIOR TO PLANTING. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. WATER THOROUGHLY AFTER PLANTING. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 3% POSITIVE DRAINAGE IN ALL PLANTING BEDS. ANY OTHER PROPOSED DRAINAGE METHODS SHALL BE COORDINATED WITH PLANTING EFFORTS TO MINIMIZE CONFLICTS AND MAINTAIN PROPER FUNCTION OF DRAINAGE SYSTEMS. 01--1· FORM 3" CONTINUOUS SAUCER AROUND PLANTING PIT 2 X ROOTBALL SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO DEPTH T WATER WELL. r FINISHED GRADE. I 1_11 I I ,---- PLANTING TABLETS, AGRIFORM OR EQUAL, PER MANUF. RECOMMENDATIONS. BACKFILL WITH A MIXTURE OF PLANTING PIT SPOIL AND PREPARED PLANTING ------~ SOIL, PER SPECS, FROM ADJACENT PLANTING AREA UNDISTURBED SUBGRADE Pl ANT MATERIAi AND Pl ANDNG PLANT QUANTITIES ARE OFFERED "'5 A CONVENIENCE TO THE CONTRACTOR, AND ARE NOT ABSOLUTE. CONTRACTOR SHALL VERIFY PLANT COUNT FROM PLAN AND REPORT DIFFERENCES. ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL OR REFUSAL BY THE OWNER OR LANDSCAPE ARCHITECT AT THE JOB SITE. PLANTS SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM INJURY, INSECTS AND DISEASES. PLANTS SHALL EQUAL OR SURPASS QUALITY "'5 DEFINED IN THE CURRENT ISSUE OF "AMERICAN STANDARDS FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERYMEN, INC. UNLESS NOTED SPECIFICALLY, ALL PLANT MATERIAL SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN. FRONT ROW OF SHRUBS SHALL BE PLANTED FROM CENTER OF PLANT A MINIMUM OF 246 BEHIND BED LINE @ LAWNS OR WALKS AND A MINIMUM OF 36" BACK OF CURB @ PARKING SPACES. NO PRUNING SHOULD BE PERFORMED DURING FIRST GROWING SEASON EXCEPT FOR REMOVING DAMAGED OF DEAD GROWTH. WOUND PAINT IS NOT RECOMMENDED FOR ANY CUTS. ALL PLANTING AREAS, TREE PITS, AND OTHER AREAS INDICATED ON PLANS SHALL BE MULCHED WITH A SETTLED LAYER OF THE INDICATED MULCH: □ 3N DEPTH PINE BARK □ 4~ DEPTH SHREDDED HARDWOOD MULCH ~ 3N DEPTH LONGLEAF PINESTRAW, SETTLED TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING AREAS AND LAWN, UNLESS NOTED OTHERWISE. TREE STAKING SHALL BE PROVIDED TO KEEP TREES PLUMB AND PROTECTED FROM EXCESSIVE WINDS. ALL TREE-STAKING APPARATUS SHALL BE REMOVED AT THE END OF THE ONE-YEAR WARRANTY PERIOD. ONE YEAR OF LANDSCAPE MAINTENANCE FROM SUBSTANTIAL COMPLETION SHALL BE INCLUDED AS AN OPTIONAL BID ITEM TO THE OWNER. 329399-05 CURB SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR -SPACED IN ROWS PARALLED TO THE STRAIGHT EDGE. SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGES. CURVED EDGES TO BE VERY SMOOTH RADII. 1'!QIE;_ STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6-96 FROM TOP OF STAKE. 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL TRUNK. 2" x 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING. nf<2ZQS~~~~ls37"'~:::;::-;-=:--3" MULCH 111§11 _rr'11fu§1rfl 'II-= 11=1"--=III ,=I I =111-• -FORM SAUCER WITH 3" 1:::;= lJ=i = 7 ~c___._----=, _ kcir j 1-CONTINUOUS RIM SPECIFIED PLANTING MIX. 2X BALL DIA. WATER AND TAMP TO REMOVE AIR POCKETS. 0 1/2" -1'-0" 329343-01 ~,----PLANT SPACING PER PLAN/PLANT SCHEDULE -----2" MULCH INSTALLED BEFORE PLANTING (PINE BARK MINI-NUGGETS ACCEPTABLE FOR INITIAL PLANTING IF TIGHT SPACING NECESSITATES ITS USE.) PREPARE BED PER SPECS UNDISTURBED SUBGRADE ARBORGUY TREE ANCHOR SYSTEM, INSTALL APPROPRIATE MODEL PER MANUFACTURER'S INSTRUCTIONS ARROWHEAD ANCHOR EXISTING SUBSOIL FINISHED GRADE SET ROOTBALL CROWN 1 1 /2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. Qr-1-.--1-•--f/-,--------------D-ET_AI_L ___ FI-LE-0 NOT TO SCALE 329399-04 o,-3-.-_-1-•--□------------------32_9_3_13 ___ 0_1 o....-1 .-_-1-•--o-.---------------3-29-3-43-.-26---D-2 landscape architecture land planning r~T~plocemakini;i J'.= Foley.Alabama r!l-.. ii ~i.~'.',i~,:~: D ES I G N ~;,~;~t~,~~;,,,, P. 601. 790.0781 landscape architects www.was-design.com ~@LJ lil@OO ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. ..,, ____ ----,------- No. Date Revisions / Submissions _ 11.16.20 _C11Y_S_U_BM_ITI_AL _____ _ 12.09.20 Cl1Y RE-SUBMITTAL ---- _ 01.13.21 Ci1Y RE-SUBMITTAL _ 03.22.21 Cl1Y RE-SUBMITTAL --------------- --------------- YTW ,...,, LCW Checked 203163-105 Project No. 10.19.20 Sheel:Tltle LANDSCAPE PLANTING DETAILS Sheet No. LP500 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 DRAINAGE NARRATIVE AND CALCULATIONS OVERLAND SUBDIVISION Prepared By: PROJECT NUMBER: 20200781 ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of the Fairhope Subdivision Regulations and to all other rules, regulations, laws, and ordinances applicable to my design. Project Engineer April 15, 2021 Name of Project to which this Certificate Applies: Overland Subdivision Plans which are certified consist of Page _____ thru_____. MAINTENANCE STATEMENT An HOA shall be formed and will be required to maintain any and all stormwater facilities and structures located outside of the publicly accepted right-of-way. 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 Table of Contents General Information ......................................................................................................................1 Hydraulic Analysis .........................................................................................................................1 Summary of Results .......................................................................................................................2 Water Quality Calculations ..........................................................................................................2 TSS Removal ..................................................................................................................................3 Down Stream Analysis ...................................................................................................................3 Appendix A ....................................................................................................................................... Vicinity & Drainage Maps .................................................................................................... Appendix B ....................................................................................................................................... HydroCAD Report ................................................................................................................. Appendix C ....................................................................................................................................... StormCAD Report Tables ...................................................................................................... Appendix D ....................................................................................................................................... Soil Information ..................................................................................................................... Appendix E ....................................................................................................................................... NOAA Atlas 14 Precipitation Tables .................................................................................... 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 1 | Page PROJECT DESCRIPTION Overland Subdivision includes (61) residential houses located in Fairhope, Alabama. Phase 1 contains 32 lots with approximately 15.80 acres. Phase 2 contains 29 lots with approximately 12.48 acres. The total project site contains approximately 28.28 acres. The site is in Section 14 of Township 6 South, Range 2 East and is on the south side of Baldwin County Hwy-48 (Fairhope Avenue) approximately 0.07 miles east of State Hwy-181. The terrain of the site falls from east to west and discharges into an existing floodway, with elevations ranging from 107 ft to 75 ft. The site is vacant agricultural land consisting of row crops. A map showing the vicinity can be seen in Appendix A. Water will be collected in a series of inlets and underground drainage. The underground drainage will discharge into two (2) proposed wet ponds on the west side of the property before discharging into the floodway. One (1) pond will be constructed for each phase of this development. PROPOSED HYDRAULIC ANALYSIS The SCS method for runoff estimation was used to develop the detention calculations for the project. NOAA has published intensity curves specific to this area and the 2, 5, 10, 25, 50 and 100-year, 24-hour storm events were utilized in the drainage calculations for this site. The existing GIS contours along with field verified elevations for the area are used to determine the size of the drainage basin. A copy of the Drainage Map can be found in Appendix A. The drainage basin area is then plotted on the USDA Web Soil Survey to determine the soil characteristics. Soil surveys are made to provide information about the soils within the drainage area. They include a description of the soil types, their location, and tables that show soil properties and limitations affecting various uses. TR-20 presents a simplified procedure for estimating runoff and peak discharges in small watersheds. Using this procedure, the SCS Curve number method along with the information gained in the soil report, runoff is able to be estimated. The soil information for the site can be found in Appendix D. The time of concentration (Tc) was also necessary for the flow estimate. This value was estimated using the grade change from the most remote point of the drainage area to the location of the proposed inlet or pipe. This grade change and the total travel length can be applied to the Kirpich equation to calculate the time of concentration. The Kirpich equation also utilizes a modifier for surface conditions from 2.0 to 0.20 for natural ground to concrete channels respectively. HydroCAD utilizes the composite runoff curve number and the area of the drainage basin to determine the outflow of the drainage basin. A twenty-four-hour rainfall intensity for a two, five, ten, twenty-five, fifty, and one-hundred-year return storm event was applied to the drainage areas to determine the flow. The software was used to determine the flow exiting the drainage basin and entering the proposed detention pond for pre- and post-development scenarios. HydroCad analysis for the site can be found in Appendix B. StormCAD was used to analyze the closed drainage systems for the proposed project. Curbs and gutters channel storm water from the roadways; the storm water is then collected into wing inlets and yard inlets, which eventually is piped to the proposed stormwater ponds. Pond outfall structures will be installed in the pond and discharge into the existing discharge point at a controlled rate less than the pre-developed rate. StormCAD analysis for the site can be found in Appendix C. According to our post developed calculations, there will be no adverse effects from our development. 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 2 | Page SUMMARY OF RESULTS Analysis determined that the proposed detention pond is adequate to effectively handle and store the peak post-development flows observed during a two, five, ten, twenty-five, fifty, and one-hundred-year return events. Please see HydroCad summary in Appendix B showing the pre-developed flow rates and post- developed flow rates for the 2, 5, 10, 25, 50 & 100-year storm events and the associated high-water elevations. A brief summary of the pre vs. post development discharge rates for the project may be seen below. WATER QUALITY CALCULATIONS PHASE 1: A = Area of the Site = 15.80 acres I = Percentage of Imperviousness = 30.49% P = Rainfall treatment depth = 1.8 inches Rv = Runoff coefficient WQv = Water quality treatment volume Rv = 0.015 + 0.0092I = 0.015 + 0.0092 (30.49) = 0.295 WQv = P * Rv * A/12 = 1.8 inches * 0.295 * 15.80 / 12 = 0.699 ac-ft = 30,454.97 ft3 The water quality volume is provided within the Wet Pond Storage. The primary overflow orifice for the pond is set at an elevation of 85.00. The volume of the wet pond between an elevation of 81.00 feet and 85.00 feet is approximately 72,245 ft3 in Phase 1. FLOW RATES (cfs) PRE (ENTIRE SITE)TOTAL DISCHARGE HW (POND 1)HW (POND 2) 2 YEAR 37.38 20.60 -- 5 YEAR 58.06 32.99 -- 10 YEAR 78.78 45.53 -- 25 YEAR 112.19 65.46 87.67 82.67 50 YEAR 143.41 83.33 -- 100 YEAR 176.30 116.51 88.68 84.05 POND TOP --90.00 85.00 + + + + + + + + + + + + + + + + + + + + 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 3 | Page PHASE 2: A = Area of the Site = 12.48 acres I = Percentage of Imperviousness = 14.06% P = Rainfall treatment depth = 1.8 inches Rv = Runoff coefficient WQv = Water quality treatment volume Rv = 0.015 + 0.0092I = 0.015 + 0.0092 (14.06) = 0.144 WQv = P * Rv * A/12 = 1.8 inches * 0.144 * 12.48 / 12 = 0.269 ac-ft = 11,742.38 ft3 The water quality volume is provided within the Wet Pond Storage. The primary overflow orifice for the pond is set at an elevation of 80.00. The volume of the wet pond between an elevation of 76.00 feet and 80.00 feet is approximately 7,405 ft3. The remaining water quality volume is accounted for in Phase 1. TSS REMOVAL The total suspended solids will be treated by the two wet ponds. Per the Subdivision Regulations, wet ponds have an 80% TSS removal efficiency. DOWNSTREAM ANALYSIS The site discharges into a natural floodway that leads to Cowpen Creek. At the point where the run-off from our site enters the existing draw, the upstream drainage basin is approximately 398.40 acres. Our site is approximately 28.28 acres. Our site is 7.09% of the drainage basin at that point, which is less than 10%, which is the typical threshold for downstream analysis. 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 APPENDIX A VICINITY & DRAINAGE MAPS 1-L NEEL-SCHAFFER engineers planners surveyors .... -Solutions you can build upon Apri l 20, 2021 Mr. Hunter Simmons Plannin g and Zoning Manager 16 1 North Section Street Fairhope, Alabama 36532 Re: Drainage Review from Resubmittal-Overland Subdivision Phases I and 2 SR 181 Dear Mr. Simmons: environmental scientists landscape architects We have reviewed the drainage from lates t resu bmittal of the site plans submittal for the above referenced property. A ll the comments from our letter dated April 5 , 2021 have been addressed and we do not have any additional comments. Please feel free to give us a call if you ha ve any questions . Sincerely, 9lce::___ John Cameron, P.E. Senior Project Manager 851 -East 1-65 Service Road South, Suite 1000, Mobi l e, AL 36606 251.471.20 00, Fax 251.471.5997 DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACTPRODUCERNAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: PRODUCER CUSTOMER ID #: INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDL SUBRINSR POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITSPOLICY NUMBERLTR (MM/DD/YYYY) (MM/DD/YYYY)INSR WVD GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY $PREMISES (Ea occurrence) CLAIMS-MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER:PRODUCTS - COMP/OP AGG $ PRO-$POLICY LOCJECT COMBINED SINGLE LIMITAUTOMOBILE LIABILITY $(Ea accident) ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $(PER ACCIDENT)HIRED AUTOS $NON-OWNED AUTOS $ UMBRELLA LIAB EACH OCCURRENCE $OCCUR EXCESS LIAB CLAIMS-MADE AGGREGATE $ $DEDUCTIBLE $RETENTION $ WC STATU- OTH-WORKERS COMPENSATION TORY LIMITS ERAND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $N / AOFFICER/MEMBER EXCLUDED? (Mandatory in NH)E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMIT $DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORDACORD 25 (2009/09) OP ID: RS 05/11/2020 ALABAMA INSURANCE EXCHANGE 2032 VALLEYDALE ROAD BIRMINGHAM, AL 35244 A. RONALD SIMPSON SECIV-1 S.E. CIVIL, LLC. LARRY SMITH 880 Holcomb Blvd., Unit 2-F FAIRHOPE, AL 36532 COLONY SPECIALTY INS. CO.39993 THE HANOVER INSURANCE GROUP 22292 B PROFESSIONAL LIAB LHA H257800 00 04/30/2020 04/30/2021 EACH CLM 1,000,000 AGGREGATE 2,000,000 CIVIL ENGINEERING SERVICES & SURVEYING SERVICES CITYFAI CITY OF FAIRHOPE 555 N. Sections Street FAIRHOPE, AL 36532 ACORD'" I ~ I '--- '---□ □ '--- '--- '--- n n n '--- '--- '--- '--- '--- '--- '---H '--- I I l □ I CO. HWY 48 (A.K.A FAIRHOPE AVE.)80 FT. R/W"X" UNSHADED20 FT. BUFFER83119124567104442514647594948434558526053545055566157OVERLAND DRIVEFERDINAND AVE.HUDSON LOOP 10 FT. BUFFER15 FT. COMMON AREA20 FT. BUFFER15 FT. COMMON AREAFOLXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFIPCIPFIPWWWWWWWWWWSBSB50'TSMUTSMUTSMUCEPWTSMPSSHEET20200781DRLDRAWN:DATE:SCALE:JOB No.:03/23/211"=30'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallEROSION & SEDIMENTCONTROL PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566FIPSBCEPLEGEND:MUTSPSECBOPDVCIPFIPCIPWC6OVERLANDSUBDIVISIONFairhope, Alabama 36532120015306030 SCALEI r r I / ~ I V I 11 v' I I ~/ I I ) ri, I/ / r / ) I I I I " "-I "--------,------1 " " " I -~ - --~ --~ -~---=--=--=-------H I ---c ?' -----0 CCJIS'IRIJCTI(JI EXIT PAD 0 SEDIMENT ...... 0 FABRICDRCf' INLET PROlECTICJI 0 111.QilNG 0 lEMPCRARY SEEDING 0 PERMANENT SEEDING 0 """'"'COORa. ......... 0 WTIET PROlEC11CJI 0 """'""' 0 0.elNLET ffi01ECTICJI ~ (f_j] 0 S'IRAWWATn.ES CD FAIIRIC,tClRI lll.rTPRO'IECllctl z--llllllE:E~~~< .... ~< 1312151914161718202122262332302534332940313724283536393841MERIWETHER CT.HUDSON LOOP27HUDSON LOOPOVERLAND DRIVE10 FT. BUFFERXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFIPWWWWWWWWWWWWWWWWSBSBSBSBSKIMMER (TYP.)SEE DETAILSKIMMER (TYP.)SEE DETAILMUTSMUTSMUTSMUTSPSTSMUPSTSMUPSECBPHASE 2PHASE 2ERIKSSON DRIVE30 FT. WETLAND BUFFER"AE""X" UNSHADEDMUSSHEET20200781DRLDRAWN:DATE:SCALE:JOB No.:03/23/211"=30'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallEROSION & SEDIMENTCONTROL PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566FIPSBCEPLEGEND:MUTSPSECBOPDVCIPFIPCIPWC7OVERLANDSUBDIVISIONFairhope, Alabama 36532120015306030 SCALE------------/"'I ---- ---- -__ ___J ,~ / I --- -~ - -/ / ---------------~---~ \ \ \ \. ~1:n~~17 (~r~ \ I \ I \ I I I I \ I \ I \ I \ I I \ I \ I \ I \ I \ \ I \ \ I 1 \ 1 \ \ I\ \ I \ \ I \ \ \ \ I / I / I ) / I / I / /;; I I I / / / / / " , I z < 0 <DSlRUCTICII EXITPAD 0 SEDIENT ""'" 0 FAMICDRCP •LET PROlECIDI 0 '""""' 0 lEll'ORMY """' 0 PERIIANENT """' 0 """"'""'TROI. 8'-""'ET 0 Olf1LET PROllCll<JI 0 ·-0 .... ,..,, PROJECll<JI ~ (f_j] 0 SJRAW WArn.ES CD FABRIC&CUlll OLET PROJECTION PERMANENT SEEDINGSCALE: NTSPSSPECIESSEEDING RATE/ACRENORTHCENTRALSOUTHSEEDING DATESBAHIAGRASS, PENSACOLA40 LBS--MAR 1-JULY 1FEB 1-NOV 1BERMUDAGRASS, COMMON10 LBSAPR 1-JULY 1MAR 15-JULY 15 MAY 1-JULY 15BAHIAGRASS, PENSACOLA30 LBS--MAR 1-JULY 1MAR 1-JULY 15BERMUDAGRASS, COMMON5 LBSBERMUDAGRASS, HYBRID (LAWN TYPES) SOLID SODANYTIMEANYTIMEANYTIMEBERMUDAGRASS, HYBRID (LAWN TYPES) SPRIGS 1/SQ FT MAR 1-AUG 1MAR 1-AUG 1FEB 15-SEPT 1FESCUE, TALL40-50 LBSSEPT 1-NOV 1SEPT 1-NOV 1--SERICEA40-60 LBSMAR 15-JULY15 MAR 1-JULY 15 FEB 15-JULY 15LIME RATE:1 TON PER ACRE ON LIGHT-TEXTURED, SANDY SOILS (IF THE COVER WILL BE TALL FESCUE AND CLOVER USE 2 TONS/ACRE.)2 TONS PER ACRE ON HEAVY-TEXTURED, CLAYEY SOILSFERTILIZER RATE:GRASSES ALONE: 400 LB/ACRE OF 8-24-24WHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0MULCH RATE:PER MULCHING DETAILSERICEA & COMMON BERMUDAGRASS40-60 LBSMAR 15-JULY15 MAR 1-JULY 15 FEB 15-JULY 1510 LBSGRASS-LEGUME MIXTURES: 800 TO 1200 LB/ACRE OF 5-10-10 OR THE EQUIVALENTLEGUMES ALONE: 800 TO 1200 LB/ACRE OF 0-10-10 OR THE EQUIVALENTTEMPORARY SEEDINGSCALE: NTSTSSPECIESSEEDING RATE/ACRENORTHCENTRALSOUTHSEEDING DATESMILLET, BROWNTOP OR GERMAN 40 LBSMAY 1-AUG 1APR 1-AUG 15APR 1-AUG 15RYE3 BUSEPT 1-NOV 15 SEPT 15-NOV 15 SEPT 15-NOV 15RYEGRASS30 LBSAUG 1-SEPT 15 SEPT 1-OCT 15 SEPT 1-OCT15SORGHUM-SUDAN HYBRIDS40 LBSMAY 1-AUG 1APR 15-AUG 1APR 1-AUG 15SUDANGRASS40 LBSMAY 1-AUG 1APR 1-AUG 1APR 1-AUG 15WHEAT3 BUSEPT 1-NOV 1SEPT 15-NOV 15 SEPT 15-NOV15COMMON BERMUDAGRASS10 LBSAPR 1-JULY 1MAR 15-JULY 15 MAR 1-JULY 15CRIMSON CLOVER10 LBSSEPT 1-NOV 1SEPT 1-NOV 1SEPT 1-NOV 1LIME RATE:1 TON PER ACRE ON COARSE TEXTURED SOILS3 TONS PER ACRE ON FINE TEXTURED SOILSFERTILIZER RATE:APPLY 8-24-24 FERTILIZER PER MANUFACTURER'S RECOMMENDATIONSWHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0MULCH RATE:PER MULCHING DETAILMULCHINGSCALE: NTSMUMATERIALRATE PER ACRE &NOTESSTRAW WITH SEED1 1/2 - 2 TONSSPREAD BY HAND OR MACHINE; ANCHOR WHEN(70 LBS-90 LBS)SUBJECT TO BLOWINGSTRAW ALONE (NO SEED)2 1/2 - 3 TONS(115 LBS-160 LBS)WOOD CHIPS5-6 TONS(225 LBS-270 LBS)TREAT WITH 12 LBS NITROGEN/TONBARK35 CUBIC YARDS(0.8 CUBIC YARDS)CAN APPLY WITH MULCH BLOWERPINE STRAW1-2 TONS(45 LBS-90 LBS)(PER 1000 SF)SPREAD BY HAND OR MACHINE; ANCHOR WHENSUBJECT TO BLOWINGSPREAD BY HAND OR MACHINE; WILL NOT BLOW LIKESTRAWPEANUT HULLS10-20 TONS(450 LBS-900 LBS)WILL WASH OFF SLOPES. TREAT WITH 12 LBSNITROGEN/TONUNDISTURBED GROUNDLENGTH - 5' MIN. SPACED 10' MAX O.C.44" TYPE "A" GEOTEXTILE FABRICCONFORMING TO AASHTO M288DISTURBED NOTE:OVERLAP JOINTS IN FABRICAT POST TO PREVENT LEAKAGEOF SILT AT SEAM.COMPACTED BACKFILLFLOWSCALE: NTSSILT BARRIER TYPE "A"STEEL "T" POST 1.3LB/FT MIN.TRENCHFABRICFRONT VIEWSIDE VIEWSBSILT FENCE ROLL 1ROLL JOINT FOR JOINING TWO SILT FENCE SECTIONSSTEEL POSTGROUND(WOVEN WIRE FENCE BACKING)10' MAX. OC6"32"36" MIN.24" MIN.32"6"6"24" MIN.W/ WIRE BACKSILT FENCE ROLL 2POSTS (ONE POST APPLICABLE FOR TYPES A & B FENCE)ROLL THE ENDS OF EACH SECTION OF FENCE ONEOR MORE TIMES BEFORE INSTALLING THE POSTSRKnow what'sbelow.before you dig.Call4'4'2'WOOD STAKESTAKE WITHIN 2' OFTHE END OF WATTLE8" STRAW WATTLEEMBEDDED IN A2'CROSS SECTIONSCALE: NTSWATTLE INSTALLATION DETAIL2" DEEP TRENCH8" STRAW WATTLEEMBEDDED IN A2" DEEP TRENCHSHEETD6SEALAFFIXREVISIONDATEPLANSCALE: NTS3. FRAME TO BE WRAPPED WITH WIRE BACKED SILT FENCEFABRIC DROP INLET PROTECTIONSIDE VIEW & NAILED TO THE FRAME @ 6" O.C.1. THE SEDIMENT BOX TO BE MADE OF 2"X4" P.T. BOARDS 2. THE MAX. POST SPACING IS 2'.2"X4" P.T. POSTS TYP.COMPACTED GRADEBRACINGINLET2"X2" P.T. CROSSFIPTYPE"A" SILT FENCEINSTALLED SECURELYAGAINST THE EXTERIORSURFACE OF THE INLETW/ WIRE BACKINGTYPE"A" SILT FENCEW/ WIRE BACKINGINLET2' MAX.TYPE"A" SILT FENCEW/ WIRE BACKING12"12" MIN.30" MAX.FABRIC BURIED 12"W/ COMPACTED EARTH FILL2"X4" P.T. POSTS TYP.INSTALLED SECURELYAGAINST THE EXTERIORSURFACE OF THE INLETSCALE:N.T.S.Civil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566TGSDRAWN:DATE:JOB No.:2020078103/23/21OVERLANDSUBDIVISIONFairhope, Alabama 36532CONSTRUCTION DETAILS(EROSION CONTROL DETAILS)oi--------oi--------oi--------,\ \ "· 7 r 01-------o~-- RKnow what'sbelow.before you dig.CallSHEETD7SEALAFFIXREVISIONDATE50' MIN.ALABAMA HIGHWAY DEPARTMENTCOARSE AGGREGATE GRADATION NO. 1NON-WOVEN CLASS IVHARD SURFACEPUBLIC ROAD12" MIN.20' MIN.SCALE: NTSCONSTRUCTION EXIT PADCEPREPAIR ASNEEDEDGEOTEXTILE UNDERLINERSCALE: NTSSECTION B-BCURB INLET PROTECTIONPAVEMENTGUTTERFLOWFLOWCATCH BASIN9" DIAMETER WATTLE PLACED TO ALLOWCATCH BASINOVERFLOW OF LARGER STORM EVENTSBFLOWCURBINGPAVEMENTBCIPPLACE SANDBAG BETWEEN THETHROAT AND THE WATTLE TOPROVIDE AN OVERFLOW POINTPLACE SANDBAG OVERWATTLE TO PREVENT MOVEMENTPLACE SANDBAG OVERWATTLE TO PREVENT MOVEMENTSCALE: NTSBAFFLE DETAILWIRE FENCE WITH COIR MESH BLANKET ATTACHEDINSTALLED PER SEDIMENT BARRIER DETAILSTAKE TO SUPPORTFENCE, ROPE, OR WIRESTEEL SUPPORT POSTS,NOTE:INSTALL 3 BAFFLES PER POND, SPACED EQUALLY PERPENDICULAR TO FLOW PATH.10'MAX.24" INTO BOTTOM OR SIDETIGHT ROPE OR WIRE ONTOP TO PREVENT SAGGINGSCALE:N.T.S.25' MIN.16'16'10'x10'MINIMUMINSTALL SILTFENCEVEHICLE PADGRAVEL 6" THICK3:13:13:13:1131310'1'INSTALL SILTFENCEVEHICLE PADGRAVEL2%6"INSTALL SIGNSECTION VIEW10 MIL PLASTICLINING SECUREDWITH SANDBAGSAROUND THEPERIMETER10 MIL PLASTIC LININGSECURED WITH SANDBAGSAROUND THE PERIMETERSCALE: NTSCONCRETE WASHOUT DETAILCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566TGSDRAWN:DATE:JOB No.:2020078103/23/21OVERLANDSUBDIVISIONFairhope, Alabama 36532CONSTRUCTION DETAILS(EROSION CONTROL DETAILS)29"29"ALUMINUM STRAPSSUSPENDING INLETINLET1 1/2" VENT WITHGREEN TIP2 1/2" PVC FLOAT4" SCH 40 COUPLINGCONNECTION1 1/2" HOSE, SS CLAMPS2" THREADED MALE FITTINGON OUTLET END2 1/2" INLETEXTENSIONSKIMMER SHOWN INFLOATING POSITION2.5"2.5" HEAD ON CENTEROF INLET AND ORIFICE1 1/2" SCH 40 SOLID PVCBARREL OR "ARM"1. SKIMMER TO BE ATTACHED TO PROPOSED OUTLET CONTROL STRUCTURE WITH A 4" SCH 40 PIPETHROUGH THE BOTTOM OF THE STRUCTURE. 2. DIMENSIONS ARE APPROXIMATE, NOT INTENDED AS PLANS FOR CONSTRUCTION.3. BARREL (SOLID, NOT FOAM CORE PIPE) SHOULD BE 1.4 TIMES THE DEPTH OF WATER WITH A MAXIMUMLENGTH OF 6 FEET SO THE INLET CAN BE PULLED TO THE SIDE FOR MAINTENANCE. IF MORE THAN 8' LONGWEIGHT MAY HAVE TO BE ADDED TO INLET TO COUNTER THE INCREASED BUOYANCY.4. INLET TAPERS DOWN FROM 2 1/2" MAXIMUM INLET TO A 1 1/2" BARREL AND HOSE. BARREL IS SMALLER TO LET ANDREDUCE BUOYANCY AND TENDENCY TO LIFT INLET BUT IS SUFFICIENT FOR FLOW THROUGH INLET BECAUSE5. CAPACITY IS 6,234 CUBIC FEET PER DAY MAXIMUM WITH A 2 1/2 INCH INLET AND 2 1/2" OF HEAD.INLET CAN BE REDUCED BY INSTALLING A SMALLER ORIFICE USING THE PLUG AND CUTTER PROVIDED TOADJUST FLOW RATE FOR THE PARTICULAR BASIN VOLUME AND DRAWDOWN TIME REQUIRED.6. SHIPPED ASSEMBLED. USER GLUES INLET EXTENSION AND BARREL, INSTALLS VENT, CUTS ORIFICE INPLUG AND ATTACHES TO OUTLET PIPE OR STRUCTURE. INCLUDES FLEXIBLE HOSE, ROPE, ORIFICE CUTTER, ETC.SCALE: NTS2 1/2" SKIMMER DETAIL (POND #2)J.W. FAIRCLOTH & SON, INCWWW.FAIRCLOTHSKIMMER.COMP.O. BOX 757HILLSBOROUGH, NC 27278919-732-1244BASIS OF DESIGNASSEMBLE THE SKIMMER FOLLOWING THEMANUFACTURER'S INSTRUCTIONSLAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THEBASIN WITH THE FLEXIBLE JOINT CONNECTED WATERTIGHT AT THE BASE OF THE RISER PIPE. BE SURE TOATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TOTHE SIDE OF THE BASIN. THIS WILL BE USED TO PULLTHE SIMMER TO THE SIDE FOR MAINTENANCE.PREVENT THE SKIMMING DEVICE FROM SETTLING INTOTHE MUD BY EXCAVATING A SHALLOW PIT UNDER THESKIMMER OR PROVIDING A LOW SUPPORT UNDER THESKIMMER OF STONE OR TIMBER.SKIMMER NOTES:7. CONTRACTOR TO CUT A 2.5" DIAMETER HOLE IN THE SUPPLIED PLUG TO REDUCE THE FLOW RATE.OF SLOPE. THE INLET ORIFICE CAN BE REDUCED USING THE PLUG AND CUTTER PROVIDED TO CONTROL THEOUTFLOW RATE.47"47"ALUMINUM STRAPSSUSPENDING INLETINLET2" VENT WITHGREEN TIP6" PVC FLOAT6" SCH 40 COUPLINGCONNECTION5" HOSE, SS CLAMPS5" THREADED MALE FITTINGON OUTLET END6" INLETEXTENSIONSKIMMER SHOWN INFLOATING POSITION5"5" HEAD ON CENTEROF INLET AND ORIFICE6" SCH 40 SOLID PVCBARREL OR "ARM"1. SKIMMER TO BE ATTACHED TO PROPOSED OUTLET CONTROL STRUCTURE WITH A 6" SCH 40 PIPETHROUGH THE BOTTOM OF THE STRUCTURE. 2. DIMENSIONS ARE APPROXIMATE, NOT INTENDED AS PLANS FOR CONSTRUCTION.3. BARREL (SOLID, NOT FOAM CORE PIPE) SHOULD BE 1.4 TIMES THE DEPTH OF WATER WITH A MAXIMUMLENGTH OF 8 FEET SO THE INLET CAN BE PULLED TO THE SIDE FOR MAINTENANCE. IF MORE THAN 12' LONGWEIGHT MAY HAVE TO BE ADDED TO INLET TO COUNTER THE INCREASED BUOYANCY.4. INLET TAPERS DOWN FROM 6" MAXIMUM INLET TO A 5" BARREL AND HOSE. BARREL IS SMALLER TO LET ANDREDUCE BUOYANCY AND TENDENCY TO LIFT INLET BUT IS SUFFICIENT FOR FLOW THROUGH INLET BECAUSE5. CAPACITY IS 51,840 CUBIC FEET PER DAY MAXIMUM WITH A 6 INCH INLET AND 6" OF HEAD.INLET CAN BE REDUCED BY INSTALLING A SMALLER ORIFICE USING THE PLUG AND CUTTER PROVIDED TOADJUST FLOW RATE FOR THE PARTICULAR BASIN VOLUME AND DRAWDOWN TIME REQUIRED.6. SHIPPED ASSEMBLED. USER GLUES INLET EXTENSION AND BARREL, INSTALLS VENT, CUTS ORIFICE INPLUG AND ATTACHES TO OUTLET PIPE OR STRUCTURE. INCLUDES FLEXIBLE HOSE, ROPE, ORIFICE CUTTER, ETC.SCALE: NTS6" SKIMMER DETAIL (POND #1)J.W. FAIRCLOTH & SON, INCWWW.FAIRCLOTHSKIMMER.COMP.O. BOX 757HILLSBOROUGH, NC 27278919-732-1244BASIS OF DESIGNASSEMBLE THE SKIMMER FOLLOWING THEMANUFACTURER'S INSTRUCTIONSLAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THEBASIN WITH THE FLEXIBLE JOINT CONNECTED WATERTIGHT AT THE BASE OF THE RISER PIPE. BE SURE TOATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TOTHE SIDE OF THE BASIN. THIS WILL BE USED TO PULLTHE SIMMER TO THE SIDE FOR MAINTENANCE.PREVENT THE SKIMMING DEVICE FROM SETTLING INTOTHE MUD BY EXCAVATING A SHALLOW PIT UNDER THESKIMMER OR PROVIDING A LOW SUPPORT UNDER THESKIMMER OF STONE OR TIMBER.SKIMMER NOTES:7. CONTRACTOR TO CUT A 5.7" DIAMETER HOLE IN THE SUPPLIED PLUG TO REDUCE THE FLOW RATE.OF SLOPE. THE INLET ORIFICE CAN BE REDUCED USING THE PLUG AND CUTTER PROVIDED TO CONTROL THEOUTFLOW RATE.i 0 • / / / •• /////////////////////////////////////~~~/ //////////////////////////////////// r ~ Qi-----~ JUL / 01-------    850.435.9367  |  1300 West Government Street  |  Pensacola, Florida 32502  |  www.biome.co  September 2, 2020    Joe Everson  c/o Terra Core Development  29891 Woodrow Lane, Suite 300  Spanish Fort, AL 36527  john@terracoredev.com  joe@terracoredev.com    Re:   Wetland Delineation – County Rd 48, +/‐ 29.99 acres  Baldwin County Parcel: 46‐06‐14‐0‐000‐002.000    Dear Mr. Everson:    Biome Consulting Group, LLC (Biome) has completed a jurisdictional wetlands and waters assessment  of the above referenced property.  Our wetland assessment included an analysis of vegetative cover  and makeup, wetland hydrology indicators and hydric soil indicators in accordance with federal, Army  Corps of Engineers (COE), procedural guidelines.      The site was found to contain approximately 5.11‐acres of wetlands within the jurisdiction of federal  agencies.  The jurisdictional boundaries were alphanumerically flagged with pink surveyor’s tape,  located via Trimble Geo7x GPS, and is depicted on the enclosed map using ArcMap 10.5 software.  The  following is a brief, technical summary of our findings relative to the regulatory agencies’ potential  involvement with this property:     U.S. ARMY CORPS OF ENGINEERS    Technical guidelines outlined in the US Army Corps of Engineers Wetlands Delineation Manual (1987)  were applied in the field for determining the presence and location of jurisdictional wetlands on the  above  referenced  lot.    The  on‐site  reconnaissance  was  conducted  by  walking  multiple  transects  throughout the lot.  The following technical details support our location of the jurisdictional boundary:    1. General Observations: The site is a parcel adjacent to a residential subdivision and undeveloped  areas;    2. Vegetation:  The upland area is dominated longleaf pine, live oak, water oak, tung tree, bracken  fern, and ebony spleenwort, and the wetland area is dominated by sweetbay magnolias, swamp  gum, sweetgum, tung tree, netted chain fern, and cinnamon fern;    3. Soils:  According to the NRCS soil map, the peri‐jurisdictional area is underlain by Bibb (hydric),  Magnolia (non‐hydric), Norfolk (non‐hydric), Grady (hydric), Faceville (non‐hydric), and Dorovan  Consulting Group    850.435.9367  |  1300 West Government Street  |  Pensacola, Florida 32502  |  www.biome.co  (hydric), which was confirmed by on‐site soil pit excavation. The A5 Stratified Layers indicator was  present below the jurisdictional boundary and absent above;    4. Hydrology: Indicators of wetland hydrology observed on site include buttressing and rack debris.    All of the parameters necessary for the COE to exert jurisdiction were present in that portion of the  property  identified  as  wetland.    Section  404  of  the  Clean  Water  Act  (33  USC  1344)  requires  authorization from the Secretary of the Army, acting through the COE, for the discharge of dredged or  fill material into all waters of the United States, including wetlands.  Discharges of fill material generally  include, without limitation: placement of fill that is necessary for the construction of any structure, or  impoundment requiring rock, sand, dirt, or other material for its construction; site‐development fills  for recreational, industrial, commercial, residential, and other uses; causeways or road fills; dams and  dikes; artificial islands; property protection or reclamation devices such as riprap, groins, seawalls,  breakwaters, and revetments; beach nourishment; levees; fill for intake and outfall pipes and sub‐ aqueous utility lines; fill associated with the creation of ponds; and any other work involving the  discharge of fill or dredged material. A COE permit is required whether the work is permanent or  temporary.     The basic premise of the dredge and fill program is that no discharge of dredged or fill material may be  permitted if: (1) a practicable alternative exists that is less damaging to the aquatic environment or (2)  the nation’s waters would be significantly degraded.   What this means is when you apply for a permit,  you must show that you have, to the extent practicable:     Reasonably avoided all wetland impacts;   Minimized potential impacts on wetlands; and    Provide compensation for any remaining unavoidable impacts.    CONCLUSION    Based on our thorough assessment, we have concluded that 24.88‐acres of the target property is  upland with 5.11‐acres of wetlands and other waters within the jurisdiction of the COE. Any proposal  to develop the wetland portion of the property will require permits from the agency.  We note that  these calculations are based on an inspection boundary approximated from the county property  appraiser  depiction  of the  property  boundary.    An  actual  boundary survey  may  result  in  slightly  different calculations.      A wetland delineation performed by an ecological consultant represents the professional opinion of  the scientist that performed the work. Only the regulatory agencies can establish a legal and binding  jurisdictional boundary. Such can be obtained by submitting a permit application and waiting several  months for processing. For the purposes of local government permitting (e.g. building permit) this  letter should suffice.     This report is intended for the sole use by the above listed addressee. Its contents may not be relied  upon by other parties without the written consent of Biome Consulting Group.     850.435.9367  |  1300 West Government Street  |  Pensacola, Florida 32502  |  www.biome.co  This concludes our assessment of the target property. If you re quire additional information, assistance,  or clarification, please give us a call at 850.435.9367. We look forward to being of assistance to you in  the future.  Sincerely,  Biome Consulting Group  Sean O’Toole  Ecological Consultant  Partner  2238.013 Co Rd 48  Attachment: Wetland Jurisdiction Map   COUNTY RD 48 RIVER MILL DRSTEEL CREEK CT . THIS IS NOT A SURVEY WETLAND JURISDICTION MAPBALDWIN COUNTYCOUNTY RD 4846-06-14-0-000-002.000 :KsZ^KE APPROXIMATE ACREAGES UPLANDS : 24.88-ACRES WETLANDS : 5.11-ACRES 2235.013 CBO 9/1/2020 0 200100 Feet LEGEND INSPECTION BOUNDARY UPLANDS WETLANDS t:J CJ ~ Consulting Group IJOO Wf'St Government Sr. Pensa<olo. Fl. 31502 850.435.9367 www.b,ome.co 880 Holcomb Blvd, Ste 2F Fairhope, Alabama 36532 251-990-6566 March 23, 2021 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, Alabama 36532 Re: Overland Subdivision, Phase 1– ADEM Letter Dear Hunter: This letter is to acknowledge that we are aware that an ADEM NPDES permit will be required for this project. We respectfully request that we be allowed to provide the ADEM permit at the time of permit submittal. If you have any questions, please let me know. Sincerely, Larry Smith, PE Partner Civil Engineering Surveying 880 Holcomb Blvd, Suite 2F Fairhope, Alabama 36532 251-990-6566 March 23, 2021 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, AL 36532 Re: Overland Subdivision – Traffic Letter Dear Hunter: This letter is to serve as back up information as to why a Traffic Impact Study is not warranted for this project. According to the subdivision regulations a traffic impact study is required if a project will increase the average daily traffic by 1,000 trips or generate 50 trips or more during any peak hour period. Attached is the ITE Trip Generation Report. The proposed development will consist of 61 residential units that is targeted towards a 50+ demographic. According to ITE single family residential for 50+ falls under code 251. When plugging 61 SFR lots into the ITE Trip Generation Report, we come up with 226 daily trips and 16 peak hour trips. This does not meet the threshold for a traffic study. Please refer to the attached ITE Trip Generation Report. If you have any questions, please let me know. Sincerely, Larry Smith, PE larry@secivil.pro Overland Adjacent Property Owners Parcel Number Pin Owner Name Address City State Zip 05-46 -06-14-0-000-001.53 2 14410 FST BISHOP, FLOYD A 10681 CO RD 48 FAIRHOPE AL 36532 05-46 -06-14-0-000-001.512 15180 FST LAMBERT VENTURES LL C 11623 HALCYON LOOP DAPHNE AL 36526 05-46-06-14-0-000-001.514 15215 FST REWERTS, CURTIS 10563 CO RD 48 FAIRHOPE AL 36532 05 -46-06-14-0-000-001.514 15215 FST REWERTS, CURTIS 10563 CO RD 48 FAIRHOPE AL 36532 O5-46-O6 -14-O -OO0-0O3. 000 17023 GRANT, CHAS W & GAYNELL B 10722 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-002 .000 43640 HARRIS, ROBERTA U ETAL URBANEK, STEPHEN 10824 US HWY 98 FAIRHOPE AL 36532 05-46-06-14-0 -000-001.574 121331 FST GULLETT, DARRELL W ETUX BRENDA B 10685 CO RD 48 FAIRHOPE AL 36532 O5-46-O6-14-O-OO0-O14 .OO7 121344 WILLIAMS, JAMES W C/0 FARMER, ELLA PO BOX 226 FAIRHOPE AL 36533 05-46-06-14-0-000 -001. 621 202834 FST BISHOP, WILLIAM AUSTIN ETAL ARNOLD, 10681 CO RD 48 FAIRHOPE AL 36532 05-46-06 -14-0-000-001. 63 6 208401 FST KLEIN, BRUCE MICHAEL 19600 JACKSON LANE SILVERHILL AL 36576 05-46-06 -14-0-000-001. 643 214138 FST GULLETT, DARRELL W ETUX BRENDA B 10685 CO RD 48 FAIRHOPE AL 36532 05-46 -06-14-0-000-001. 604 202737 FST FISHER, CATHERINE L 20222 RIVER MILL DR FAIRHOPE AL 36532 OS-46 -O6-14-0-O0O-0O1. 605 202738 FST BARBER, NATHAN ALAN ETAL BARBER, SHE 20234 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 606 202739 FST DORRIS, ROSS AND WIGGINS L LC 161 CLUBHOUSE CIR FAIRHOPE AL 36532 O5-46-O6-14-O-OOO-001. 607 202740 FST COX, NATHAN W ETAL COX, CLARA 20258 RIVER MILL DR FAIRHOPE AL 36532 OS-46-O6-14-0-0OO-O01 . 608 202741 FST SLOAN, STEVEN D 372 PECAN AVE FAIRHOPE AL 36532 05-46-06 -14-0-000-001 . 609 202742 FST SCOVIL, PAMELA ETAL SCOVIL, BROOKE 20282 RIVER MILL DR FAIRHOPE AL 36532 05-4 6-06 -14-0-000-001. 610 202743 FST BURROUGHS, SHANNON 20294 RIVER MILL RD FAIRHOPE AL 36532 05-46-06-14 -0-000-001. 611 202744 FST SCHILi NG, MICHAEL PATRICK ETAL SCHIL 20306 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14 -0-000-001 .612 202745 FST FELTUS, HANNAH M 20318 RIVER MILL DR FAIRHOPE AL 36532 05-46-06 -14-0-000-001. 613 202746 FST HILBERT, JEANNE CLAIRE MILLER 12050 LAZZARI LANE DAPHNE AL 36526 05-46-06-14-0-000-001. 614 202747 FST POLITO, DANIEL 20342 RIVER MILL DRIVE FAIRHOPE AL 36532 O5-46-O6-14-O-OOO-O01. 615 202748 FST RIVER MILL HOMEOWNER'S ASSOCIATION I PO BOX 167 FAIRHOPE AL 36533 OS -4 6-O6-14-0-OOO-O01 .575 202709 FST RM DEVELOPMENT CORPORATION C/0 CRAIG DYAS 23210 US HWY 98 FAIRHOPE AL 36532 05-46-06-14-0 -000-001 .5 76 202710 FST RIVER MILL HOMEOWNER'S ASSOCIATION I PO BOX 167 FAIRHOPE AL 36533 05-46-06-14-0 -000-001.583 202717 FST ELLIS, CHRISTOPHER ETAL ACKERMAN, TH 10462 STEEL CREEK CT FAIRHOPE AL 36532 05-46-06-14-0-000-001 .584 202718 FST DILLON, JOSHUA LEE ETAL DILLON, MERE 20367 RIVERMILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 802 261658 FST RIVERSTATION PROPERTY OWNERS ASSOCIA 407 POMELO ST FAIRHOPE AL 36532 05-46-06-14-0-000-001-803 261659 FST NOWLIN, KEVIN ETAL FORESTER, CATHLEE 20307 NORTHWOOD STREET FAIRHOPE AL 36532 880 Holcomb Blvd, Ste 2F Fairhope, Alabama 36532 251-990-6566 March 23, 2021 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, Alabama 36532 Re: Overland Subdivision, Phase 1 Dear Hunter: Attached is a Preliminary Plat submittal for the above referenced project. The parcel in question is located on CR 48, just east of River Oaks Subdivision. Below is a list of the items being submitted with this application: 1. Application w/ Articles of Organization 2. Agent Authorization 3. Preliminary Plat Checklist 4. Adjacent Property Owners & Certification 5. Preliminary Plat (2 copies) 6. Site Improvement Plans (2 copies) 7. BMP Plan (Stand Alone) 8. Landscaping, Tree Removal & Protection Plan 9. Errors and Omissions Insurance Certificate 10. Aerial with Topographic Overlay 11. Flow Modeling Letter 12. Traffic Letter 13. Utility Availability Letters 14. Community Meeting Documents 15. Drainage Plan 16. O & M Plan 17. ADEM Letter 18. Wetland Delineation 19. Check for Application Fee If you have any questions, please let me know. Sincerely, Larry Smith, PE larry@secivil.pro Civil Engineering Surveying 880 Holcomb Blvd, Suite 2F Fairhope, Alabama 36532 251-990-6566 February 23, 2021 Re: Overland Dear Fairhope Resident: The City of Fairhope Resolution No. 2018-03 requires all property owners adjacent to property being considered for development approval to be notified by mail. The Baldwin County Revenue Office provided your information as a current adjacent property owner to the proposed development request described below. 68 V Pay Dirt, LLC is requesting city approval for Overland Subdivision. This development will consist of 61 residential lots. The property is located on the south side of Fairhope Avenue and east of River Mill Subdivision. The parcel number of the property is 05-46-06-14-0-000-002.000. S.E. Civil Engineering will hold a Community Meeting at 12:00 PM at our office at 880 Holcomb Boulevard, Suite 2F, in Fairhope, Alabama, on March 10, 2021. The meeting will be held outdoors to allow for social distancing. In the event of inclement weather, please call our office for an alternative time. Should you have any questions or concerns, please contact me at (251)-990-6566. Sincerely, Larry Smith, PE larry@secivil.pro GRAVELDRIVE1/2" CRS(CA-0951-LS) 1/2"CRF(FAIRHOPE) 1/2"CRF(FAIRHOPE) 1/2"CRF(FAIRHOPE) 1/2"CRF(FAIRHOPE)1/2"CRF(FAIRHOPE) 1/2"CRF(FAIRHOPE) 5/8"CRF(MOORE) 5/8"CRF(MOORE) 5/8"CRF(MOORE) 5/8"CRF(MOORE) 5/8"CRF(MOORE) 5/8"CRF(MOORE) 5/8"CRF(MOORE) 5/8"CRF(MOORE) 5/8"CRF(MOORE) 5/8"CRF(MOORE) 15-1/2"X26" RCAPINV 85.54' 6'X4' GRATE INLETTOP 88.05'(SILTED IN)INV 86.08'22-1/2"X36-1/4" RCAP15-1/2"X26" RCAPINV 85.54' 6'X4' GRATE INLETTOP 88.05'(SILTED IN)INV 86.08'22-1/2"X36-1/4" RCAPOHUL OHUL OHUL OHUL OHUL OHUL OHUL OHULOHULOHUL OHULOHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHULTELEPHONE05-46-06-14-0-000-001.514PIN: 15215FST REWERTS, CURTIS10563 CO RD 48FAIRHOPE AL 36532 05-46-06-14-0-000-001.514PIN: 15215FST REWERTS, CURTIS10563 CO RD 48FAIRHOPE AL 36532 05-46-06-14-0-000-001.532PIN: 14410FST BISHOP, FLOYD A10681 CO RD 48FAIRHOPE AL 36532 FST GULLETT, DARRELL W ETUXBRENDA B10685 CO RD 48FAIRHOPE AL 36532 LOT 1FST NOWLIN, KEVIN ETALFORESTER, CATHLEE20307 NORTHWOOD STREETFAIRHOPE AL 36532 LOT 16FST JORDAN, THOMAS METUX JUDI A20310 NORTHWOOD STFAIRHOPE AL 36532 05-46-06-14-0-000-001.512PIN: 15180FST LAMBERT VENTURES L L C11623 HALCYON LOOPDAPHNE AL 36526 FST R M DEVELOPMENT CORPORATIONC/O CRAIG DYAS23210 US HWY 98FAIRHOPE AL 36532 05-46-06-14-0-000-001.621PIN: 202834FST BISHOP, WILLIAM AUSTINETAL ARNOLD,10681 CO RD 48FAIRHOPE AL 36532 05-46-06-14-0-000-003.000PIN: 17023GRANT, CHAS W & GAYNELL B10722 CO RD 48FAIRHOPE AL 36532 05-46-06-14-0-000-014.007PIN: 121344WILLIAMS, JAMES WC/O FARMER, ELLAPO BOX 226FAIRHOPE AL 36533 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 FST RIVERSTATION PROPERTYOWNERS ASSOCIA407 POMELO STFAIRHOPE AL 36532FST RIVERSTATION PROPERTYOWNERS ASSOCIA PARCEL "A"FST RIVER MILL HOMEOWNER'SASSOCIATION IP O BOX 167FAIRHOPEAL 36533LOT 1 LOT 7LOT 6 FST ELLIS, CHRISTOPHERETAL ACKERMAN, TH14-A TWIN ECHO CTFAIRHOPEAL 36532PARCEL "C"FST RIVER MILL H.O.A.ZONING: R-3RIVER MILL (SLIDE 1541-B)xxxxxxxxxxxxxxxxxxDumpster 35'75'75'min.30.0'min.20.0'min.34" 30" 38"36"24" 48" 30"42" 28" 36" 48" 48" 56" 26" 26"20" 24"24" 48" 20" 24" 39" 30" 38" 34" 26" 26" 26" 54"38" 48" 36" 20" 20" 24"20"24" 22"38" 34" 34" 24' 48" 20" 52" 48"38" 24"20"20"20"20"24"38" 24 24" 28"30" 27"26" 36" 18" 36" 28" 36" 40" 10"10" TOP 87.89'INV 80.48' 10"10" TOP 88.45'INV 79.99' 10" S S S S S TOP 85.96INV 80.41 TOP 88.4INV 82.5 TOP 104.2INV 93.7 GV 878889909192939495969899100101102103101 102 100999798959 6 97 9892 93 94 99100101102103 1051041 05 1041031029 6 9 7 98991001019091929 3 9 4 858687888 5 8 6 8 7 8 8 89 9 0 9 1 9294959698991001019 2 9 3 94 9 5 96979899100101103104 101 102 103 97 98 99 100 888990919293 94 9 5 96 97 91 92 93 94 95828384858687888 9 9283848 5 868 7 88 89 90 91 93 94 95 96 97 98 99 100 101 102 104 105106 1 0 7105106 10789 909192 93940.2 AC "X" UN S H A D E D "AE""AE""X" UNSHADED"X " UNSHADED "AE "F L O O D W A Y F L O O D W A Y 83 FT. 84 FT.85 FT."X " UNSHADED "AE "30 FT. WETLAND BUFFER30 FT . WETLAND BUFFER30 FT. WETLAND BUFFER30 FT. WETLAND BUFFER20 FT. BUFFER LOT 622.42 AC Mail Bench 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Park 23 242526 28 29 3 0 31 3233343536 37 38 39 40 41 4243444546 47 48 49 50 51 5253545556 57 58 59 60 61 OVERLANDDRIVE50 FT. R/WFERDINAND A V E . 50 FT. R/W HUDSON LOOP 5 0 F T . R / W MERIWETHER CT.50 FT. R/W HUDSON LOOP 5 0 F T . R / W 27 10 FT. BUFFER10 FT. BUFFER15 FT. COMMON AREA 20 FT. BUFFER 15 FT. COMMON AREA 20 FT. BUFFER20 FT. BUFFER 10 FT. BUFFERMIN. 10 FT. BUFFERSHALL BE MAINTAINEDHUDSON LOOP 40 FT. R/WRIVER MILL DR 60 FT. R/W STEEL CREEK CT50 FT. R/W BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 80 FT. R/W NORTHWOODST.RIVERMILL DR.I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEENCOMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. COMMENCE AT A RAILROAD SPIKE AT THE NORTHWEST CORNER OF THE NORTHWESTQUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH RANGE 2EAST, BALDWIN COUNTY, ALABAMA, AND RUN THENCE SOUTH 00 DEGREES 20 MINUTES 38 SECONDS WEST, A DISTANCE OF 40.00 FEET TO A CAPPED REBAR (FAIRHOPE) ON THE SOUTH RIGHT-OF-WAY OF FAIRHOPE AVENUE, SAID POINT ALSO BEING THE NORTHEAST CORNER OF RIVER MILL UNIT 1, AS SHOWN BY MAP OR PLAT THEREOF RECORDED AT SLIDE 1541-B, BALDWIN COUNTY PROBATE RECORDS,FOR THE POINT OFBEGINNING; CONTINUE THENCE SOUTH 00 DEGREES 20 MINUTES 38 SECONDS WEST,ALONG THE WEST LINE OF SAID RIVER MIL UNIT 1, A DISTANCE OF 532.55 FEET TO A CAPPED REBAR (MOORE); THENCE RUN SOUTH 00 DEGREES 22 MINUTES 09 SECONDSWEST, CONTINUING ALONG SAID WEST LINE OF RIVER MILL, A DISTANCE OF 751.65 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN SOUTH 89 DEGREES 43 MINUTES 52 SECONDS EAST, A DISTANCE OF 1041.41 FEET TO A CAPPED REBAR (FAIRHOPE);THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 1285.40 FEET TO A CAPPED REBAR (FAIRHOPE) ON THE AFOREMENTIONED SOUTHRIGHT-OF-WAY OF FAIRHOPE AVENUE; THENCE RUN NORTH 89 DEGREES 47 MINUTES51 SECONDS WEST, ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 1040.47 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 30.70 ACRES, MORE OR LESS. ______________________________________ DAVID E DIEHL AL. P.L.S. NO. 26014 DATE SURVEY NOT VALID WITHOUT ORIGINALSIGNATURE AND SEAL. B AAMALA H LD E.D IEDAVI NO.26014LDESNECIPROFESSIONAL UR E YV O RSLAND Civil (251) 990-6566 880 HOLCOMB BLVDFAIRHOPE, AL 36532 Engineering & Surveying OWNER DEVELOPER: SPANISH FORT AL 36527 68V PAYDIRT, LLC29891 WOODROW LANE, SUITE 300 PARCEL NO: 05-46-06-14-0-000-002.000 45% 1,600 SF 30 FT 7,087 SF NONE 61 3,468 LF CITY OF FAIRHOPECITY OF FAIRHOPE BALDWIN EMC AT&T 30.70 AC 11,338 SF 6,500 SF 25 FEET 25 FEET 5 FEET 20 FEET REQUIRED SETBACKS: ELECTRIC SERVICE: TELEPHONE SERVICE: S.F. LOTS: LIN. FT. STREETS: CURRENT ZONING: REAR: WATER SERVICE:SEWER SERVICE: SIDE STREET: FRONT: TOTAL AREA:COMMON AREAS: LARGEST SF LOT: SMALLEST LOT: SITE DATA AVG LOT: MAX BLDG HEIGHT: MAX COVERAGE: MINIMUM HOUSE: (PRINCIPAL STRUCT) P.U.D.PROPOSED ZONING: 6,500 SFMINIMUM LOT: 16M.F. UNITS: 77TOTAL UNITS: 2.51 / AC.DENSITY: 2.42 AC (T.H. PARCEL)LARGEST LOT: 14.89 AC (49%) SIDE: ROBERTA U. HARRIS, STEPHEN JOHN URBANEK II, AND MARGARET URBANEK DUNNAM 10824 U.S. HWY 98 FAIRHOPE AL 36532 LAND USE PERCENTAGES Single Fam. (Residential) Townhome (Residential) Wetlands Ponds Upland Open Space Buffers T O T A L 13.55 Ac 0.85 Ac 5.16 Ac 1.5 Ac 8.57 Ac 1.07 Ac 30.7 Acres 44% 3% 17% 5% 28% 3% 100% PROPERTY LIES IN FLOOD ZONE "X", "X-SHADED", "AE" AND A FLOODWAY AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER 01003C0664M, COMMUNITY NUMBER 015000, PANEL 0664, SUFFIX "M", DATED APRIL 19, 2019. FLOOD STATEMENT 13 13 46 30 Church Shore Eastern Church Fairhope CemeteryFriends alocasneP 22 14 1211 10 104 181 GREEN SPACE DENSITY CALCULATION 30.70 TOTAL GROSS ACRES -11.19 R.O.W., DETENTION & WETLANDS 19.51 ACRES 77/19.51 = 3.94 UNITS PER ACRE (G.S. DENSITY) 15% REQUIRED (4.61 AC.) QUALIFYING GREEN SPACE CALCULATION 8.57 UPLAND AREAS 0.45 30% OF PONDS 9.02 TOTAL ACRES (29.4% OF TOTAL SITE) N 0 50 100 200 100 SCALE TYPICAL LOT 50'130'25'BSL 25'BSL5'BSL5'BSL40'x80'Pad OVERLAND A PLANNED UNIT DEVELOPMENT SURVEYOR'S CERTIFICATE VICINITY MAP 1" = 1 MILE SITE ~o 01 ·1:J -Z.O:ll  Overland Subdivision Community Meeting Meeting Notes Meeting Date: March 10, 2021 Meeting Time: 12:00 PM Meeting Location: SE Civil, LLC 880 Holcomb Blvd Suite 2F Fairhope, AL 36532 Hosted By: Larry Smith, PE, S.E. Civil In Attendance Larry Smith, PE, Megan Smith, Administrative Assistant with SE Civil, LLC. Sam Kearns with TerraCore, LLC, was also in attendance. No adjacent property owners or citizens from the community were present. The current property owners, Stephen J. Urbanek and Roberta Harris were in attendance. The property belonged to their father. Please see attached sign-in sheet. Larry Smith, the civil engineer, began the meeting by explaining the purpose of the community meeting and then gave an overview of the MOP project. He explained that it the subdivision would consist of 61 residential lots that would be built in two phases. The amenities of the neighborhood would include a walking trail around a wet pond. The trail and boardwalk will be built with a low impact to the wetlands. It will be built with handwork only, no large pieces of equipment will disturb the wetlands. The project will follow the City of Fairhope storm water regulations. Mr. Urbanek and Ms. Harris shared that they have requested that the developer honor their father by naming something after their father (i.e. bridge or cabana). Larry ended the meeting at 12:20 when all of the attendees’ questions had been answered. Larry thanked them for attending the meeting. He offered for them to reach out via phone or email if they thought of any more questions. Next Steps: x City of Fairhope Planning Commission will present the Subdivision application on Monday, May 3, 2021 at 5 PM. Attachment: x Sign In Sheet ~ , <;giYi1 & Surveying Overland Property Signature EmailAddress BARBER,NATHANALANETALBARBER,SHE 20234RIVERMILLDR FAIRHOPE,AL36532 BISHOP,FLOYDA 10681CORD48 FAIRHOPE,AL36532 BISHOP,WILLIAMAUSTINETALARNOLD 10681CORD48 FAIRHOPE,AL36532 BURROUGHS,SHANNON 20294RIVERMILLRD FAIRHOPE,AL36532 COX,NATHANWETALCOX,CLARA 20258RIVERMILLDR FAIRHOPE,AL36532 DORRIS,ROSSANDWIGGINSLLC 161CLUBHOUSECIR FAIRHOPE,AL36532 DILLON,JOSHUALEEETALDILLON,MERE 20367RIVERMILLDR FAIRHOPE,AL36532 ELLIS,CHRISTOPHERETALACKERMAN,TH 10462STEELCREEKCT FAIRHOPE,AL36532 Overland FELTUS,HANNAHM 20318RIVERMILLDR FAIRHOPE,AL36532 FISHER,CATHERINEL 20222RIVERMILLDR FAIRHOPE,AL36532 GRANT,CHASW&GAYNELLB 10722CORD48 FAIRHOPE,AL36532 GULLETT,DARRELLWETUXBRENDAB 10685CORD48 FAIRHOPE,AL36532 HARRIS,ROBERTAUETALURBANEK, STEPHEN 10824USHWY98 FAIRHOPE,AL36532 HILBERT,JEANNECLAIREMILLER 12050LAZARILANE DAPHNE,AL36526 KLEIN,BRUCEMICHAEL 19600JACKSONLANE SILVERHILL,AL36576 LAMBERTVENTURES,LLC 11623HALCYONLOOP DAPHNE,AL36526 Overland Property Signature EmailAddress NOWLIN,KEVINETALFORESTER,CATHLEE 20307NORTHWOODST FAIRHOPE,AL36532 POLITO,DANIEL 20342RIVERMILLDR FAIRHOPE,AL36532 REWERTS,CURTIS 10563CORD48 FAIRHOPE,AL36532 RIVERMILLHOMEOWNER'SASSOCIATION IPOBOX 167 FAIRHOPE,AL36532 RIVERSTATIONPROPERTYOWNERS ASSOCIATION 407POMELOST FAIRHOPE,AL36532 RMDEVELOPMENTCORPORTAITONC/O CRAIGDYAS 23210USHWY98 FAIRHOPE,AL36532 SCHILING,MICHAELPATRICKETALSCHIL 20306RIVERMILLDR FAIRHOPE,AL36532 SCOVIL,PAMELAETALSCOVIL,BROOKE 20282RIVERMILLDR FAIRHOPE,AL36532 VIA E-MAIL ATTACHMENT Code Enforcement Comments-SD 21-22 and SD 21-23 have wetlands and Cowpen Creek tributary appears to run through it. There is a wetland delineation on file (2020). There is a 30' wetland buffer referenced on site plan so all activity and clearing should stay outside of this buffer. Applicant needs to provide a site plan showing placement and stating number of wetland buffer signs -which should be installed on both sides of the wetlands. We need to make sure wetland buffer signs are installed and verified prior to site work/land disturbance pennit issuance on Citizen Serve . Applicant should add a note on Erosion Control Plan and on page 4 of the submittal drawings "general notes" stating this site shall adhere to the Red Soil and Clay ordinance. Red soil and clay is prohibited within 100 ' of critical areas , including wetlands and streams. Applicant should add a note on Erosion Control Plan and on page 4 general notes that this site shall adhere to the City of Fairhope Wetland Ordinance. No disturbance is allowed within the 30' wetland buffer, including clearing activity. Water/ Sewer Comments-Overland will require upgrades to River Mill lift station. This will be pump replacement and adding a Generator. Building Comments-Sidewalks and crosswalks in reference to ADA compliance shall be addressed with chief building official (Sheet CI 0) Drainage Comments-Attached in a separate document. Also , please note waiver request are due on April 15, 2021 at 9 am. The application is scheduled for Planning Commission consideration on Monday May 3, 2021. A response to this letter addressing all outstanding items is required no later than 9:00 AM on Thursday April 15, 2021. If the deadline passes with no response , the application will be withheld from the agenda due to an incomplete application. Please provide eighteen ( 18) copies of the revised final plat on 11 x 17 paper as well as in Adobe pdf format on a compact disc. Please provide full-size copies of any revised plans. 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) 928-8003 with questions. Respectfully, ~ L Dczu..t4-, Carla L. Davis City Planner City of Fairhope Karin Wilson Mq)',Y Council Jfrmbo:c; Ke1·in G. Boone Roben /\.. Brown Jack Burrell, /1C~10 Jimmy Conyers Jay Robinson Lisa A. Hanks. MMC oo Cieri: Kimberly Creech Ci[)' Treasurer I 61 C'Jonh Section Street P.O. Drawer 429 Fairhope, Alabama 36533 251-928-2136 251-928-6776 Fax 11w11·.fairhopeal.go1· October 22, 2020 SE Civil Engineering Ms. Stephanie Diehl 880 Holcomb Blvd, Suite 2F Fairhope, AL 36532 Dear Ms. Diehl, Regarding your availability request for the Overland Subdivision. Electric: Is not available through the City of Fairhope. Gas: Gas services could be available, but the developer would be responsible for installation of the gas main. Likewise, we will only connect if it meets load requirement. We do, however, reserve the right to charge for services that will only connect non- essential gas loads, such as fire logs and/or barbeque grills. Water: Is available through the City of Fairhope. Sewer: Is available through the City of Fairhope, however infrastructure upgrades will be required at the cost of the developer/owner. Sincerely, Michael Allison Operations Director City of Fairhope, AL Michael.Allison@fairhopeal.gov cc Jason Langley, Superintendent, Water and Wastewater Department cc Terry Holman, Superintendent, Gas Department cc: Jeremy Morgan, Superintendent, Electric Department October 26, 2020 David E. Diehl, PLS S.E. Civil, LLC 880 Holcomb Blvd. Suite 2-F Fairhope, AL 36532 Re: Overland Subdivision (63 lots – 62 S.F. lots and 16 M.F. units on 1 lot) Dear Mr. Diehl: This letter is to confirm that the referenced development is in Baldwin E.M.C.’s service territory. Baldwin EMC is willing to service the development as long as the necessary easements are granted using our standard easement form and all other appropriate documents and fees are finalized in advance. Baldwin EMC must be given proper notice and planning time with respect to required system upgrades (transmission line, substation and distribution line). All system upgrades and line extensions will be in accordance with Baldwin EMC’s current Line Extension Policy. Please contact me to discuss necessary easements and fees. Below is our typical required easements for subdivisions wanting underground power: There is a dedicated herewith a 10 foot utility easement on all lot lines and common areas adjacent to the right-of-ways and a 5 foot utility easement on each side of lot and common area lines, unless otherwise noted. If you have any questions or if I can be of further assistance, please do not hesitate to contact me at 251-989-0151. Sincerely, Brian Seals Manager of Engineering BS/ss BALDWIN EMC Your Touchstone En ergy' Coopcrarivc ~ -P.O. Box 220 Summerdale, AL 36580-0220 (251) 989-6247 www.baldwinemc.com ATO 2155 OLD SHELL RD Suite MOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.com ATO 2155 OLD SHELL RD Suite MOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.com October 23, 2020 David Diehl S. E. Civil Engineering 880 Holcomb Blvd. Fairhope, Alabama 36532 RE: Overland Subdivision Dear Mr. Diehl: This letter is in response to your request for information on the availability of service at the above proposed Overland Subdivision by AT&T. This letter acknowledges that the above referenced subdivision is located in an area served by AT&T. Any service arrangements for the subdivision will be subject to later discussions and agreements between the developer and AT&T. Please be advised that this letter is not a commitment by AT&T to provide service to the Overland Subdivision. Please contact me at the phone number included in this letter with any questions. Thank you for contacting AT&T. Sincerely, Wade Mitchell MGR OSP Planning & Engineering Design COUNTY RD 48FAIRHOPE AV MARSHALL LN CLUB DRIDLEWILDDRRIVER MILL DRRIVERMILL DRCOUNTY RD 33COUNTY RD 27WINDMILL RD LAWRENCE RDQUAI L C R E E K D R QUAIL CREEK DR BROWNINGLNGUNNISON RDL OW R Y D R GRANT RD RACHELMYERS LNWINDMILL RD GAYFER RD EXT BLUEBERRY LNCity of FairhopePlanning Commission May 3, 2021 ¯ COUNTY RD 48 RIVERMILL DRRIVER MILL DRSD 21.23 - Overland Subdivision, Phase 2 Legend bc_base.GIS1.bc_base_GIS1_Planimetric_centerlines_96 COF Corp. Limits B-2 - General Business District B-4 - Business and Professional District PUD - Planned Unit Development R-1 - Low Density Single-Family R-2 - Medium Density Single-Family R-3 - High Density Single-Family R-3PGH - Patio/Garden Single-Family R-6 - Mobile Home Park District R-A - Residential/Agriculture District COF Planning Jurisdiction ¯ ¯ ^ Project Name: Overland Subdivision, Phase IISite Data: 12.48 acresProject Type: Preliminary Plat (29 Lots)Jurisdiction: Fairhope Planning JurisdictionZoning District: PUD (Pending)PPIN Number: 43640General Location: Located at the southeast corner of the intersection of County Road 48 and Blueberry Lane.Surveyor of Record: S.E CivilEngineer of Record: S.E CivilOwner / Developer: Roberta U. Harris, etal and Stephen UrbanekSchool District: Fairhope East Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ ConditionsPrepared by: Carla Davis Overland Subdivision    The landowner is not a business entity.  The following are the owners of the Property:  Roberta U. Harris  Stephen John Urbanek, II  Margaret Urbanek Dunnam    10824 US Hwy 98  Fairhope, AL 36532  1 SD 21.23 Overland Subdivision- Phase II Preliminary Summary of Request: Public hearing to consider the request of Roberta U. Harris, etal and Stephen Urbanek for Preliminary plat approval of Overland Subdivision, Phase 1, a 32-lot subdivision. The property is approximately 12.48 acres and is located at the southeast corner of the intersection of County Road 48 and Blueberry Lane. This site was approved by the Planning Commission at the February 1, 2021 Planning Commission meeting for zoning of PUD conditional upon annexation into the City of Fairhope. The application included a 61 single-family lot development and a 16 unit townhome apartment development. The applicant is requesting preliminary plat approval in two separate phases. Phase I (Case SD 21.22) and Phase II (Case SD 21.23) were both submitted, and will be heard at the May 3, 2021 PC meeting. This particular case is Phase II and it consist of 29 of the 61 single-family lots and the construction of a pedestrian bridge and walking trails. The development will utilize City of Fairhope water, sewer and gas services; Baldwin EMC for electrical service; and AT &T for the telephone service. The city’s Water and Sewer Superintendent stated that upgrades to River Mill lift station will be required. This will be pump replacement and adding a Generator. 1 ----, 13 .-,,1 I 14 I I 19 I r -· -·-- 1 20 I L __ ~ __ J r -·----1 21 ... I -___ J r ·-·-, 22 ~ I 13 I • I I I I I I J SITE DATA CURRENT ZONING: IP _U_[)_ MAX BLDG HEIGHT: 30 FT MAX COV ER AG E: (PR INC IPAL ST RUCT) 45% MINIMUM H OUSE : 1,600 SF LI N .. FT _ STREETS: 11,3711 Lf TOT AL LOTS: 29 DENSITY: 2.32 / AC. IMINIMIJM LOT: 6,500 SF SMALLEST LOT: 6 500 S F LARGEST Sf LOT: 1 ,338 SF COMMON AREAS : K 28 AC {50 4¾ T O T AL AREA: 112.4.8 AC . GR EE N SPACE DEV ELO M ENT SU M MARY PHAS E 1 G REE SPAC E 4 ,28 AC. PHAS E 2 GREENS PACE 4 .23 AC. T .H . G REEN SPACE 0 .51 AC. TOTA L GR EE SPAC E 9 .02 AC. G REEN SPACE SUM M ARY T OT A L G REENSPACE FROM PU D 9 .02 AC . PHASE 2 G REENSPACE 4 .23 AC. Q UALI FYI NG G REEN SPACE CALCU LA T IO N 4 .19 U PLA N D AR EAS 0 .0 4 30% O F PO N DS 4 .23 TOT A L ACRES (33.9% O F T O TA L SITE) 2 SD 21.23 Overland Subdivision- Phase II Preliminary Comments: The proposed Phase II consist of 29 lots (lots 13-23 and lots 24-41). The overall PUD has 9.02 acres of greenspace of which 4.23 acres is included in Phase II. Per the site data table, in Phase II the proposed density for this project is roughly 2.32 acres. Most of the lots will be 6,500 square feet, with the largest lot being 11,338 square feet. As proposed, lots will be roughly 50’ wide and 130’ in length. The required setbacks are 25’ front and rear yard setbacks, and 5’ side yard setback except where there is a corner lot which will be a 20’ side street setback which is all consist with the previously approved PUD. Phase II includes the construction of a mulch trail system, walking bridge to access the proposed nature tail which will also include a park and benches located along the trail. The construction of the bridge is located within the floodway, along with the trial being located within the wetlands. The applicant did acknowledge the requirements needed to build within the floodway and wetlands. Wetland buffer signage has been submitted and the appropriate notes have been added to the plans. A No-Rise certification in coordination with City of Fairhope Building Department will be required when beginning construction of Phase II. The applicant submitted covenants in the previous PUD regarding sidewalks. The covenants state all sidewalks are to be built by each owner on their lot. Sidewalks are shown within the ROW. Subdivision regulations require sidewalks and street trees to be installed prior to applying for Final Plat approval. Covenants do not override zoning code or subdivision requirements, but in an effort to avoid confusion, staff is memorializing when sidewalks and street shall be installed via a condition of approval. Drainage plans have been reviewed by a third party and have been deemed acceptable. Recommendation: Staff recommends Case SD 21.23 be recommended for approval subject to the following conditions: 1. All sidewalks and streets shall be installed prior to submission of Final Plat Approval, including sidewalk along Fairhope Avenue. 2. Approval of ZC 21.01 by City Council without substantial changes to current proposed site plan. 3. A No-Rise certification in coordination with City of Fairhope Building Department will be required when beginning construction of Phase II. RIVER MILL DR 60 FT. R/W13 14 15 16 17 18 19 20 21 22 Park 23 242526 28 29 30 31 3233343536 37 38 39 40 41 OVERLAND DRIVE 50 FT. R/WMERIWETHER CT. 50 FT. R/W HUDSON LOOP 50 FT. R/W 27MIN. 10 FT. BUFFERSHALL BE MAINTAINEDHUDSON LOOP 40 FT . R/W SURVEYOR'S CERTIFICATE SURVEYOR'S NOTES: Civil 68V PAYDIRT, LLC (251) 990-6566 880 HOLCOMB BLVDFAIRHOPE, AL 36532 Engineering & Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED XX XXXXXXXXX XXXXXXXXX 1"=XXX CHKD.DED DRAWN RDC BOUNDARY & PLAT OF SUBDIVISION 03060 120 60 SCALE OWNER ROBERTA U. HARRIS, STEPHEN JOHN URBANEK II, AND MARGARET URBANEK DUNNAM 10824 U.S. HWY 98 FAIRHOPE AL 36532 DEVELOPER 68V PAYDIRT, LLC 29891 WOODROW LANE, SUITE 300 SPANISH FORT AL 36527 PARCEL NO: 05-46-06-14-0-000-002.000 45% 1,600 SF 30 FT 29 1,371 LF CITY OF FAIRHOPE CITY OF FAIRHOPE BALDWIN EMC AT&T 12.48 AC. 11,338 SF 6,500 SF 25 FEET 25 FEET 5 FEET 20 FEET REQUIRED SETBACKS: ELECTRIC SERVICE: TELEPHONE SERVICE: TOTAL LOTS: LIN. FT. STREETS: REAR: WATER SERVICE: SEWER SERVICE: SIDE STREET: FRONT: TOTAL AREA: COMMON AREAS: LARGEST SF LOT: SMALLEST LOT: MAX BLDG HEIGHT: MAX COVERAGE: MINIMUM HOUSE: (PRINCIPAL STRUCT) P.U.D.CURRENT ZONING: 6,500 SFMINIMUM LOT: 2.32 / AC.DENSITY: 6.28 AC (50%) SIDE: VICINITY MAP 1" = 1 MILE SITE GREEN SPACE SUMMARY TOTAL GREENSPACE FROM PUD 9.02 AC. QUALIFYING GREEN SPACE CALCULATION 4.19 UPLAND AREAS 0.04 30% OF PONDS 4.23 TOTAL ACRES (33.9% OF TOTAL SITE) OVERLAND PHASE 2 A PLANNED UNIT DEVELOPMENT FLOOD CERTIFICATE: CERTIFICATE OF OWNERSHIP CERTIFICATE OF NOTARY PUBLIC: GENERAL NOTES: CERTIFICATE OF APPROVAL BY BALDWIN E.M.C. CERTIFICATE OF APPROVAL BY AT&T LEGEND: P.O.C. BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 80 FT. R/W PHASE 2 GREENSPACE 4.23 AC. GREENSPACE MAINTENANCE + RRSPK PREVIOUSLY LOCATED AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION TOWNSHIP 6 SOUTH RANGE EAST ~ I "---s00·20•3s•w 40.00· C,------ 1/2"CPF (FAI RHOPE) ~) / / I I I I I \ I \ I '-, I \ I \ I __ , \I \ I '- ,/ I THE DAY _ _ _ N89"47'51"W 1040.47' __ _ CERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING DIRECTOR THIS PLAT HAS BEEN SUB fa lTTED TO AND CONSIDERED BY THE CITY PLANNING COMMISSION OF FAIRHOPE, ALABAMA, AND IS APPROVED BY SUCH COMMISSION BY: __________ ,DATE: ____ _ CURVE RADIUS C1 20.00' C2 20 00' C3 20.00' C4 20.00' C5 20.00· C6 so oo· Cl 70.00' cs 90.00' C9 20.00' CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (SEWER): C10 50.00· C11 75.oo· PROPERTY LIES IN FLOOD ZONE "X", "X-SHADED", "AE" AND A FLOOD WAY AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER COMMUNITY NUMBER 015000, PANEL 0664, "M", DATED APRIL 19, 2019 C12 75.00' C13 20.00' C14 20.00' LINE BEARING DISTANCE L1 N89"40'59"W 50:U O' L2 ss9·40·5g··E 6.ob· L3 S00-19'01''W 50.00' L4 N89.40'59''W 6.00' L5 Ns9·40·59·w 40.00· L6 s00·19'01"w 8.74' L7 s00·19'01"w 14.02' ARC LENGTH CHORD BEARING CHORD LENGTH 31.42' s45·19•01 "w 28.28' 31.42' s44·40'59"E 28.28' 31.42' s45·19'01 "w 28.28' 31.42' s45·19'01 "w 28.28' 31.42° 544·40·59T 2s.2s· 17.31. s09·36·02T 17.22· 24.23' so9·35'Q2"E 24.11' 31.16' s09·35'02"E 31.00' 24.49' S54.36'02"E 22.99' 61.23° s54·35·02T 57.43· 77.62° s49·09·57T 74.20· 14.23' ss4· 14•ss"E 14.21' 31.42' s45·19'01 "w 28.28' 31.42' S44"40'59"E 28.28' ---1/2"CRF----? (FAIRHOPE) I I\ I ", / -/ I J / / / / ~...--/ / / I / I / I --I I I I / -,,.-/ / / / / / / _,,,,,. DAY OF ______ _ e, =oWN~E~R--------- STATE OF ALABAMA COUNTY OF BALD WI N 8. SEE CONSTRUCTION PLANS. NOT THE RESPONSIBILITY OF SITE DATA ·' Pai '.~>'; I i ~lur -~ . r.J"~ 1r· --:. t,,. • ~~-_Jc . 'f .·.111.;, \ .• B.S.L. = BUILDING SETBACK LINE (R) -RECORD BEARINC;/OISTANCE CRF CRS = WOOD FENCE = OVERHEAD UTILITY LINE = SEWER MAIN cu., = UTILITY POLE @ = SEWER MANHOLE 0 = FIRE HYDRANT 8 = WETLAND FLAG ~ = GAS VALVE ,& = FIBER OPTIC MARKER = OAK ® = f-lCKORY 0 = PECAN 0 = SWEETGUM I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRA 'M NG HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF COMMENCE AT A RAILROAD SPIKE AT THE NORTHVi/EST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH RANGE 2 EAST, BALDWIN COUNTY, ALABAMA, AND RUN THENCE SOUTH 00 DEGREES 20 MINUTES 38 SECONDS WEST, A DISTANCE OF 40.00 FEET TO A CAPPED REBAR (FAIRHOPE) ON THE SOUTH RIGHT-OF-WAY OF FAIRHOPE AVENUE, SAID POINT ALSO BEING THE NORTHEAST CORNER OF RIVER MILL UNIT AS SHOWN BY MAP OR PLAT THEREOF RECORDED AT SLIDE 1541-B, BALDWIN COUNTY PROBATE RECORDS; THENCE RUN 89 DEGREES 47 MINUTES 51 SECONDS EAST, ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 1040.47 FEET TO A CAPPED REBAR (FAIRHOPE) THENCE DEPARTING SAID SOUTH RIGHT-OF-WAY, RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 705.82 FEET TO A CAPPED REBAR (SE CIVIL) FOR THE POINT OF BEGINNING; THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 120.00 FEET; THENCE ALCNG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.42 FEET, (CHORD BEARS SOUTH 45 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 28.28 FEET); THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 50.00 FEET; THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 69.00 FEET; THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS 11/EST, A DISTANCE OF 280.00 FEET; THENCE RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 110.00 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.DO FEET, AN ARC LENGTH OF 31.42 FEET, (CHORD BEARS SOUTH 44 DEGREES 40 MINUTES 59 SECONDS EAST, A DISTANCE OF 28.28 FEET); THENCE RUN SOUTH 89 DEGREES 40 MINUTES 59 SECONDS EAST, A DISTANCE OF 6.00 FEET; THENCE RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 50.00 FEET; THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 6.00 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.42 FEET, (CHORD BEARS SOUTH 45 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 28.28 FEET); THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 40.00 FEET; THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 50.00 FEET; THENCE RUN SOUTH 85 DEGREES 34 MINUTES 51 SECONDS WEST. A DISTANCE OF 532.83 FEET TO A CAPPED REBAR (MOORE) ON THE EAST MARGIN OF THE AFOREMENTIONED RIVER MILL; THENCE RUN SOUTH 00 DEGREES 20 MINUTES 47 SECONDS WEST, ALONG SAID EAST MARGIN, A DISTANCE OF 435.45 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN SOUTH 89 DEGREES 43 MINUTES 52 SECONDS EAST, A DISTANCE OF 1041.41 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 579.58 FEET TO THE POINT OF BEGINNING TRACT CONTAINS 12.48 ACRES, MORE OR LESS. ~\\\\\~ll~l~IJ~ ----~ 0 03-15-2-021 ll!:l\~ DA VID E DIEHL AL. P.L.S. NO. 26014 DATE i l ~ J ! \o~vd~I ~~~'1\0tc°::;L~~A~ITHOUT ORIGINAL .,.~ID ••···•'-o\'<k~ ""l//tin11111Ti1i11\\\\\\\"'. RIVER MILL DR 60 FT. R/W13 14 15 16 17 18 19 20 21 22 Park 23 242526 28 29 30 31 3233343536 37 38 39 40 41 OVERLAND DRIVE 50 FT. R/WMERIWETHER CT. 50 FT. R/W HUDSON LOOP 50 FT. R/W 27MIN. 10 FT. BUFFERSHALL BE MAINTAINEDHUDSON LOOP 40 FT . R/W SURVEYOR'S CERTIFICATE SURVEYOR'S NOTES: Civil 68V PAYDIRT, LLC (251) 990-6566 880 HOLCOMB BLVDFAIRHOPE, AL 36532 Engineering & Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED XX XXXXXXXXX XXXXXXXXX 1"=XXX CHKD.DED DRAWN RDC BOUNDARY & PLAT OF SUBDIVISION 03060 120 60 SCALE OWNER ROBERTA U. HARRIS, STEPHEN JOHN URBANEK II, AND MARGARET URBANEK DUNNAM 10824 U.S. HWY 98 FAIRHOPE AL 36532 DEVELOPER 68V PAYDIRT, LLC 29891 WOODROW LANE, SUITE 300 SPANISH FORT AL 36527 PARCEL NO: 05-46-06-14-0-000-002.000 45% 1,600 SF 30 FT 29 1,371 LF CITY OF FAIRHOPE CITY OF FAIRHOPE BALDWIN EMC AT&T 12.48 AC. 11,338 SF 6,500 SF 25 FEET 25 FEET 5 FEET 20 FEET REQUIRED SETBACKS: ELECTRIC SERVICE: TELEPHONE SERVICE: TOTAL LOTS: LIN. FT. STREETS: REAR: WATER SERVICE: SEWER SERVICE: SIDE STREET: FRONT: TOTAL AREA: COMMON AREAS: LARGEST SF LOT: SMALLEST LOT: MAX BLDG HEIGHT: MAX COVERAGE: MINIMUM HOUSE: (PRINCIPAL STRUCT) P.U.D.CURRENT ZONING: 6,500 SFMINIMUM LOT: 2.32 / AC.DENSITY: 6.28 AC (50%) SIDE: VICINITY MAP 1" = 1 MILE SITE GREEN SPACE SUMMARY TOTAL GREENSPACE FROM PUD 9.02 AC. QUALIFYING GREEN SPACE CALCULATION 4.19 UPLAND AREAS 0.04 30% OF PONDS 4.23 TOTAL ACRES (33.9% OF TOTAL SITE) OVERLAND PHASE 2 A PLANNED UNIT DEVELOPMENT FLOOD CERTIFICATE: CERTIFICATE OF OWNERSHIP CERTIFICATE OF NOTARY PUBLIC: GENERAL NOTES: CERTIFICATE OF APPROVAL BY BALDWIN E.M.C. CERTIFICATE OF APPROVAL BY AT&T LEGEND: P.O.C. BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 80 FT. R/W PHASE 2 GREENSPACE 4.23 AC. GREENSPACE MAINTENANCE _j_ / "---s00·20•3s•w 4o.~· RRSPK PRE\10USLY LOCATED C,-N89"47'51 "W 040.47' ~~ i~~ ~g~+~~~i gs:~~~R ({fi~~t,E) OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH RANGE 2 EAST THE UNDERSIGNED, AS AUTI,ORIZED BY BALDWIN Et.1C HEREBY APPROVES THE WITHIN PLAT FOR TI-IE RECORDING OF SAME IN TI-IE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, lHIS _ DAY OF ______ 2021. THE UNDERSIGNED, AS AUTI,ORIZED BY AT&T HEREBY APPROVES TI-IE WITI-HN PLAT FOR TI-,E RECORDING OF SAME IN TI,[ PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS ____ DAY OF ______ 2021. AUTHORIZED REPRESENTATIVE CERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING DIRECTOR TI-7IS PLAT HAS BEEN SUB~ITTED TO AND CONSIDERED BY THE CITY PLANNING COMMISSION OF FAIRHOPE, ALABAMA, AND IS APPROVED BY SUCH COMMISSION. TI-7E CITY OF FAIRHOPE PLANNING COWAISSION BY: __________ ,DATE: ____ _ CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (WATER): THE UNDERSIGNED, AS AUTI-70RIZED BY TI-IE aTY OF FAIRHOPE UTILITIES HEREBY APPROVES TI-IE WITI-IIN PLAT FOR TI-IE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS ___ DAY OF ______ 2021. AUTHORIZED REPRESENTATIVE CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (SEWER): THE UNDERSIGNED, AS AUTHORIZED BY TI-IE CITY OF FAIRHOPE UTILITIES HEREBY APPROVES THE WITHIN PLAT FOR TI-IE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN ~g~1~TY, ALABAt.1A, THIS _ DAY OF _____ _ AUTI-70RIZED REPRESENTATIVE PROPERTY LIES IN FLOOD ZONE "X", "X-SHADE□", "AC AND A FLOODWAY AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER 01003C0664M, COMMUNITY NUMBER 015000, PANEL 0664, SUFFIX "M", DATED APRIL 19, 2019. GREENSPACE AREAS AS SHOWN HEREON ARE DEDICATED AS PUBLIC ACCESS AND USE EASEMENT. MAINTENANCE OF GREENSPACE AREAS IS TJ-,E SOLE RESPONSIBITY OF THE OVERLAND PROPERTY OWNERS ASSOCIATION AND NOT THE CITY OF FAIRHOPE. L3 L4 L5 L6 L7 CURVE RADIUS ARC LENGTH C1 20.00' 31.42' C2 20.0D' 31.42' C3 20.00' 31.42' C4 20.00· 31.42' C5 20.00' 31.42' C6 50.00' 17.31' Cl 70.00' 24.23' CB 90.00' 31.16' C9 20.00' 24.49' C10 50.00' 61.23' C11 75.00' 77.62' C12 75.00' 14.23' C13 20.00' 31.42' C14 20.00' 31.42' CHORD BEARING CHORD LENGTH S45' 19'01 ''W 28.28' S44'40'59"E 28.28' S45' 19'01 "W 28.28' S45'19'01"W 28.28' S44'40'59"E 28.28' S09'36'02"E 17.22' S09'36'02"E 24.11' S09'36'02"E 31.00' S54'36'02"E 22.99' S54'36'02"E 57.48' S49'09'57"E 74.20' S84'14'55"E 14.21' S45'19'01''W 28.28' S44'40'59"E 28.28' 1/2"CRF ----? (FAIRHCf'E) 1. FOR THE LOCATION OF ALL UTILITIES, SEE CONSTRUCTION PLANS. 2. STORMWATER DETENTION AREAS ARE NOT THE RESPONSIBILITY OF CITY OF FAIRHOPE TO MAINTAIN. 3. ALL UTILITIES WILL BE CONSTRUCTED UNDERGROUND. 4. THERE IS DEDICATED HEREWITH A 10 FOOT UTILJTY EASEMENT (5 FT. EACH SIDE) ON ALL LOT LINES AND A 10 FT. UTILITY EASEMENT ALONG COMMON AREAS ADJACENT TO THE RIGHT-OF-WAYS AND COMMON AREA LINES, UNLESS OTHERWISE NOTED. 5. TI-iERE IS DEDICATED HEREWITH A 15 FOOT DRAINAGE EASEMENT (7.5' EACH SIDE) ALONG THE REAR LOT LINES OF ALL LOTS (UNLESS SHOWN OTHERWISE) AND A 10 FOOT DRAINAGE EASEMENT ALONG ALL SIDE LOT LINES (5 FOOT OFF EACH SIDE). 7. MINIMUM FINISHED FLOOR ELEVATION SHALL BE 18" ABOVE THE HIGHEST GROUND ELEVATION 10 FEET OUTSIDE OF BUILDING. SEE THE FAIRHOPE BUILDING DEPARTMENT FOR SPECIFIC REQUIREMENT. 8. ALL ACCESS STREETS TO ADJACENT PROPERTIES THAT ARE NOT CONNECTED AT Tl-iE TIME OF Tl-iE IMPROVEMENTS SHALL BE POSTED WlTH A STOP SIGN BLANK READING "FUTURE THROUGH STREEr. 9. 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. SITE DATA 1. Tl-iERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS, RIGHT-OF-WAYS, OR OTl-iER INSTRUMENTS WHICH COULD AFFECT Tl-iE BOUNDARIES OF SAID PROPERTIES. 2. THERE WAS NO ATTEMPT TO DETERMINE THE EXISTENCE, LOCATION, OR EXTENT OF ANY SUB-SURFACE FEATURES. 3. THE LINES REPRESENTING THE CENTERLINE AND RIGHT-OF-WAYS OF THE STREETS ARE SHOWN FOR VISUAL PURPOSES ONLY AND WERE NOT SURVEYED UNLESS RIGHT-OF-WAY MONUMENTATION IS ALSO SHOWN. 4. SURVEY WAS CONDUCTED ON , AND IS RECORDED IN AN ELECTRONIC FlELD BOOK. 5. BEARINGS ANO DISTANCES SHOWN HEREON WERE "COMPUTED" FROM ACTUAL FIELD TRAVERSES, AND ARE BASED ON STATE PLANE GRID, ALABAMA WEST ZONE USING GPS OBSERVATIONS. 6. 6. ELEVATIONS SHOWN HEREON ARE RELATED TO MEAN SEA LEVEL, BASED ON N.A.V.D. 1988 DATUM. 7. NO TITLE SEARCH OR REPORT WAS PROVIDED FOR THIS SURVEY. 8. THIS SURVEY HAS BEEN COMPLETED IN ACCORDANCE WlTH THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVE'l'1NG IN THE STAlE OF ALABAMA, EFFECTIVE JANUARY 1, 2017. I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE 111TH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. COMMENCE AT A RAILROAD SPIKE AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH RANGE 2 EAST, BALDWIN COUNTY, ALABAMA, AND RUN THENCE SOUTH 00 DEGREES 20 MINUTES 38 SECONDS WEST, A DISTANCE OF 40.00 FEET TO A CAPPED REBAR (FAIRHOPE) ON THE SOUTH RIGHT-OF-WAY OF FAIRHOPE AVENUE, SAID POINT ALSO BEING THE NORTHEAST CORNER OF RIVER MILL UNIT 1, AS SHOWN BY MAP OR PLAT THEREOF RECORDED AT SLIDE 1541-B, BALDWIN COUNTY PROBATE RECORDS; THENCE RUN SOUTH 89 DEGREES 47 MINUTES 51 SECONDS EAST, ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 1040.47 FEET TO A CAPPED REBAR (FAIRHOPE) lliENCE DEPARTING SAID SOUTH RIGHT-OF-WAY, RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 705.82 FEET TO A CAPPED REBAR (SE Cl'1L) FOR THE POINT OF BEGINNING; THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 120.00 FEET: THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.42 FEET, (CHORD BEARS SOUTH 45 DEGREES 19 MINUTES 01 SECONDS \NEST, A DISTANCE OF 28.28 FEET); THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS \NEST, A DISTANCE OF 50.00 FEET; THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 69.00 FEET; THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 280.00 FEET: THENCE RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 110.00 FEET; THENCE ALONG A CURVE TO THE LEFT, HA'1NG A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.42 FEET, (CHORD BEARS SOUTH 44 DEGREES 40 MINUTES 59 SECONDS EAST, A DISTANCE OF 28.28 FEET); THENCE RUN SOUTH 89 DEGREES 40 MINUTES 59 SECONDS EAST, A DISTANCE OF 6.00 FEET; THENCE RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 50.00 FEET: THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 6.00 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.42 FEET, (CHORD BEARS SOUTH 45 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 28.28 FEET); THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 40.00 FEET: THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 50.00 FEET; THENCE RUN SOUTH 85 DEGREES 34 MINUTES 51 SECONDS WEST, A DISTANCE OF 532.83 FEET TO A CAPPED REBAR (MOORE) ON THE EAST MARGIN OF THE AFOREMENTIONED RIVER MILL; THENCE RUN SOUTH 00 DEGREES 20 MINUTES 47 SECONDS WEST, ALONG SAID EAST MARGIN, A DISTANCE OF 435.45 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN SOUTH 89 DEGREES 43 MINUTES 52 SECONDS EAST, A DISTANCE OF 1041.41 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 579.58 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 12.48 ACRES, MORE OR LESS. WE, _____ ANO -----= WHOSE NAMES ~., a 03-15-Z.021 OWNERS, HAVE CAUSED THE SAt.1E TO BE SURVEYED AND SUBDIVIDED AS INDICATED HEREON, FOR THE USES AND PURPOSES HEREIN SET FORTH AND DO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER TI,[ DESIGN AND Till£ HEREON INDICATED. DAY OF------~ BY:=ov.N=e=,--------- STATE OF ALABAt.1A COUNTY OF BALDWIN '====== NOTARY PUBLJC IN AND FOR SAID COUNTY, IN SAID STATE, HEREBY CERTIFY TI-7AT --=-----AS OWNER OF THE LANDS PLATTED HEREON IS SIGNED TO THE FOREGOING INSTRUMENT, AND WHO IS KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON TI-IIS DAY THAT, BEING INFORMED OF THE CONTENT OF THE INSTRUMENT, AND IN THEIR CAPACITY AS SUCH OWNER AND WITH FULL AUTI-70RITY, EXECUTED THE SAME VOLUNTARILY. OF __________ _ DAvio~ P.LS. NO. 26014 DATE SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL TABLE OF CONTENTS C2 COVER GRADING & DRAINAGE PLAN CONSTRUCTION DETAILS (SITE & PAVEMENT DETAILS) CONSTRUCTION DETAILS (WATER & SEWER DETAILS) C4C5 D1-D3 EROSION & SEDIMENT CONTROL PLAN Developer: 68 V Paydirt LLC 29891 Woodrow Lane Stc 300 Spanish Fort, AL 36527 CONSTRUCTION DETAILS (EROSION CONTROL DETAILS)D4-D5D6-D7 PRELIMINARY PLAT1 C6 UTILITY PLAN PP1-PP4 SIDEWALK, STREET LIGHT & SIGNAGE PLAN R Know what's below. before you dig.Call CLEARING, GRUBBING & DEMOLITION PLAN C3 PROPOSED CONSTRUCTION PLANS for Overland Subdivision - Phase 2 Fairhope, AL 36532 PRELIMINARY PLAN & PROFILES (ROADWAYS) C7 POND PLAN & OUTFALL DETAILS CROSS SECTIONS (OVERLAND DRIVE)XS1-XS2 Civil Engineering & Surveying 880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566 REVISIONS: NO.REVISIONDATE APPR. REVISIONS PP5-PP7 PLAN & PROFILES (DITCHES) 0 C1 GENERAL NOTES CROSS SECTIONS (HUDSON LOOP)XS3-XS4 CROSS SECTIONS (MERIWETHER COURT)XS5 ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope Municipal Code and to all other rules, regulations, laws, and ordinances applicable to my design. Project Engineer April 15th, 2021 Name of Project to which this Certificate Applies: Overland Subdivision. Plans which are certified consist of Pages Cover Sheet thru Sheet XS5. VICINITY MAP 1" = 1 MILE SITE CONTACTS GAS DEPARTMENT CITY OF FAIRHOPE MR. TERRY HOLMAN 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 WATER & SEWER DEPARTMENT CITY OF FAIRHOPE MR. JASON LANGLEY 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 BUILDING DEPARTMENT CITY OF FAIRHOPE MR. ERIK CORTINAS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 BALDWIN EMC MR. BRIAN SEALS P.O. BOX 220 SUMMERDALE, ALABAMA 36580-0220 251-989-6247 PLANNING/ZONING DEPARTMENT CITY OF FAIRHOPE MR. HUNTER SIMMONS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 PR1-PR2 STORM & SANITARY SEWER PROFILES INITIAL CITY OF FAIRHOPE SUBMITTAL03/23/21 TLS 1 PHASE 203/31/21 TLS 2 FAIRHOPE COMMENTS04/15/21 TLS Fairhope • Church Friends Cemetery PQ,,t1,SCl,COlq 12 fl I ,/ ---~~ ) •. . • -t-------- \ Eastern Shore Church RIVER MILL DR 60 FT. R/W13 14 15 16 17 18 19 20 21 22PHASE 1 COMMON AREA23 242526 28 29 30 31 3233343536 37 38 39 40 41 OVERLAND DRIVE 50 FT. R/WMERIWETHER CT. 50 FT. R/W HUDSON LOOP 50 FT. R/W 27MIN. 10 FT. BUFFERSHALL BE MAINTAINEDHUDSON LOOP 40 FT . R/W SURVEYOR'S CERTIFICATE SURVEYOR'S NOTES: Civil 68V PAYDIRT, LLC (251) 990-6566 880 HOLCOMB BLVDFAIRHOPE, AL 36532 Engineering & Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED XX XXXXXXXXX XXXXXXXXX 1"=XXX CHKD.DED DRAWN RDC BOUNDARY & PLAT OF SUBDIVISION 03060 120 60 SCALE OWNER ROBERTA U. HARRIS, STEPHEN JOHN URBANEK II, AND MARGARET URBANEK DUNNAM 10824 U.S. HWY 98 FAIRHOPE AL 36532 DEVELOPER 68V PAYDIRT, LLC 29891 WOODROW LANE, SUITE 300 SPANISH FORT AL 36527 PARCEL NO: 05-46-06-14-0-000-002.000 45% 1,600 SF 30 FT 29 1,371 LF CITY OF FAIRHOPE CITY OF FAIRHOPE BALDWIN EMC AT&T 12.48 AC. 11,338 SF 6,500 SF 25 FEET 25 FEET 5 FEET 20 FEET REQUIRED SETBACKS: ELECTRIC SERVICE: TELEPHONE SERVICE: TOTAL LOTS: LIN. FT. STREETS: REAR: WATER SERVICE: SEWER SERVICE: SIDE STREET: FRONT: TOTAL AREA: COMMON AREAS: LARGEST SF LOT: SMALLEST LOT: MAX BLDG HEIGHT: MAX COVERAGE: MINIMUM HOUSE: (PRINCIPAL STRUCT) P.U.D.CURRENT ZONING: 6,500 SFMINIMUM LOT: 2.32 / AC.DENSITY: 6.28 AC (50%) SIDE: VICINITY MAP 1" = 1 MILE SITEGREEN SPACE SUMMARY TOTAL GREENSPACE FROM PUD 9.02 AC. QUALIFYING GREEN SPACE CALCULATION 4.19 UPLAND AREAS 0.04 30% OF PONDS 4.23 TOTAL ACRES (33.9% OF TOTAL SITE) OVERLAND PHASE 2 A PLANNED UNIT DEVELOPMENT FLOOD CERTIFICATE: CERTIFICATE OF OWNERSHIP CERTIFICATE OF NOTARY PUBLIC: GENERAL NOTES: CERTIFICATE OF APPROVAL BY BALDWIN E.M.C. CERTIFICATE OF APPROVAL BY AT&T LEGEND: P.O.C.BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 80 FT. R/W PHASE 2 GREENSPACE 4.23 AC. GREENSPACE MAINTENANCE GREEN SPACE DEVELOMENT SUMMARY PHASE 1 GREENSPACE PHASE 2 GREENSPACE T.H. GREENSPACE TOTAL GREENSPACE 4.28 AC. 4.23 AC. 0.51 AC. 9.02 AC. P.U.D. NOTE: ~ N89"47'51"w 1040.47' _____ _ THE DAY CERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING DIRECTOR THIS PLAT HAS BEEN SUB fa lTTED TO AND CONSID ERED BY THE CITY PLANNING COMMISSION OF FAIRHOPE, ALABAM A, AND IS APPROVED BY SUCH COM MISSION BY: __________ ,DATE: ____ _ CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (SEWER): PROPERTY LIES IN FLOOD ZONE "X", "X-SHADED", "AE" AND A FLOODWAY AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER COM MUNITY NUMBER 015000, PANEL 0664, "M", DATED APRIL 19, 2019 LINE L1 L2 L3 L4 LS L6 L7 CURVE RADIUS ARC LENGTH Cl 20.00' 31.42' C2 20 00' 31.42' C3 20.00' 31.42' C4 20.00' 31.42' C5 20.00· 31.42' C6 so.oo· 17.31' Cl 70.00' 24.23' cs 90.00' 31.16' C9 20.00' 24.49' C10 so.oo· 61.23' C11 75.oo· 77.62' Cl 2 75.00' 14.23' C13 20.00' 31.42' C14 20.00' 31.42' BEARING DISTANCE N89"40'59"W 50.00' ss9·40·5g·E 6.oo· soo·1 9'01''w 50.00' N89'40'59''W 6.00' N89'40'59''W 40.00· s00·19'01"w 8.74' so □-19'01·w 14.02' CHORD BEARING CHORD LENGTH S45'19'01 ''W 28.28' S44'40'59 .. E 28.28' s45·19'01 ·w 28.28' s45·19•01 ·w 28.28' 544·40·59T 28.28' s09·35·02T 17.22' S09'36'02 .. E 24.11' S09'36'02"E 31.00' S54'36'02"E 22.99' ss4·35·02T 57.48' S49'09'57T 74.20' S84' 14'55 .. E 14.21' s45·19'01 "w 28.28' s44·40'59"E 28.28' I I I I / / / I I I / / ·' OVERLAND, PHASE 2 SHALL BE BUil T IN SUBSTANTIAL COMPLIANCE WITH THE PUD APPROVAL -CASE ZC 21.01 Pai \~:.~': I i ~lur ··~· 0 I 3. 5. 7 8. SEE CONSTRUCTION PLANS NOT THE RESPONSIBILITY OF SITE DATA ' \ -,~ B.S.L. = BUILDING SETBACK LINE (R) = RECORD BEARING/DISTANCE CRF -CAPPED REB AR FOUND CRS = CAPPED REB AR SET = WOOD FENCE = OVERHEAD UTILITY LINE = SEWER MAIN cu__, = UTILITY POLE @ = SEWER MANHOLE 'cf = FIRE HYDRANT /A = WETLAND FLAG ~ = GAS VALVE .& = FI BER OPTIC MARKER ~\~~'. = OAK ~=HICKORY 0 = PECAN 0 = SWEETGUM I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOvVLEDGE, INFORMATION, AND BELIEF. COMMENCE AT A RAILROAD SPIKE AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHE A ST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH RANGE 2 EAST, BALDWIN COUNTY, ALABAMA, AND RUN THENCE SOUTH 00 DEGREES 20 MINUTES 38 SECONDS WEST, A DISTANCE OF 40.00 FEET TO A CAPPED REBAR (FAIRHOPE) ON THE SOUTH RIGHT-OF-WAY OF FAIRHOPE AVENUE, POINT ALSO BEING THE NORTHEAST CORNER OF RIVER MILL UNIT 1, AS SHOWN BY MAP OR PLAT THEREOF RECORDED AT SLIDE BALDW1N COUNTY PROBATE RECORDS; THENCE RUN SOUTH 89 DEGREES 47 MINUTES 51 SECO ND S EAST, ALONG SAID SOUTH A DISTANCE OF 1040.47 FEET TO A CAPPED REBAR (FAIRHOPE) THENCE DEPARTING SAID SOUTH RIGHT-OF-WAY, RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 705.82 FEET TO A CAPPED REBAR (SE CIVlL) FOR THE POINT OF BEGINNING; THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 120.00 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.42 FEET, (CHORD BEARS SOUTH 45 DEGREES 19 MINUTES 01 SECONDS WEST. A DISTANCE OF 28.28 FEET): THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 50.00 FEET; THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 69.00 FEET: THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 280.00 FEET: THENCE RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 110.00 FEET: THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET. AN ARC LENGTH OF 31.42 FEET. (CHORD BEARS SOUTH 44 DEGREES 40 MINUTES 59 SECONDS EAST. A DISTANCE OF 28.28 FEET): THENCE RUN SOUTH 89 DEGREES 40 MINUTES 59 SECONDS EAST, A DISTANCE OF 6.00 FEET; THENCE RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 50.00 FEET; THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 6.00 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.42 FEET. (CHORD BEARS SOUTH 45 DEGREES 19 MINUTES 01 SECONDS WEST. A DISTANCE OF 28.28 FEET): THENCE RUN NORTH 89 DEGREES 40 MINUTES 59 SECONDS WEST, A DISTANCE OF 40.00 FEET; THENCE RUN SOUTH 00 DEGREES 19 MINUTES 01 SECONDS WEST, A DISTANCE OF 90.00 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 90.00 FEET, AN ARC LENGTH OF 31.16 FEET, (CHORD BEARS SOUTH 09 DEGREES 36 MINUTES 02 SECONDS EAST, A DISTANCE OF 31.00 FEET); THENCE RUN SOUTH 19 DEGREES 31 MINUTES 04 SECONDS EAST, A DISTANCE OF 127.47 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 75.00 FEET. AN ARC LENGTH OF 77.62 FEET. (CHORD BEARS SOUTH 49 DEGREES 09 MINUTES 57 SECONDS EAST, A DISTANCE OF 74.20 FEET); THENCE RUN WEST A DISTANCE OF 325.30 FEET; THENCE RUN NORTH 07 DEGREES 40 MINUTES 35 SECO NDS WEST, A DISTANCE OF 554.89 FEET; THENCE RUN NORTH 41 DEGREES 30 10 SECONDS WE ST, A DISTANCE OF 214.79 FEET; THENCE RUN WEST A DISTANCE OF 90.00 FEET; TO A POINT ON THE EAST OF THE AFOREMENTIONED RIVER MILL; THENCE RUN SOUTH 00 DEGREES 20 MINUTES 3B SECONDS WEST, ALONG SAID EAST MARGIN, A DISTANCE OF 96.42 FEET TO A CAPPED REBAR (MOORE): THENCE CONTINUING ALONG SAID EAST MARGIN, RUN SOUTH 00 DEGREES 22 MINUTES 09 SECONDS WEST, A DISTANCE OF 751.65 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN SOUTH 89 DEGREES 43 MINUTES 52 SECONDS EAST, A DISTANCE OF 1041.41 FEET TO A CAPPED REBAR (FAIRHOPE): THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 579.58 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 12.48 ACRES, MORE OR LESS -----~ .... _o 03-15-ZJ:)V __ DAVID ~P.L.S. NO. 26014 DATE DAY OF ______ _ SURVEY NOT VALID W1TH OUT ORIGINAL SIGNATURE AND SEAL e, =oWN~E~R--------- STATE OF ALABAMA COUNTY OF BALDWIN NO "PROTECTED TREES" WILL BE REMOVED, DESTRUCTIVELY DAMAGED, MUTILATED,RELOCATED, DISFIGURED, DESTROYED, CUT DOWN, OR EXCESSIVELY PRUNED DURING THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONS AT THE SITE; INCLUDING UTILITIES, SURFACES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANYUNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES. PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGS SHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. NOTIFY THE ENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS. CONSTRUCTION ACTIVITIES. 14. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN THE BASE BID. TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES THE DRAWINGS. CONCRETE FOR CURBING SHALL BE 3000 PSI. PAINTED STRIPING SHALL BE BRIGHT AND CLEAR. STRIPES SHALL BE PER PLAN AND PAINTED CURBING SHALL BE FORMED AND POURED CONCRETE UNLESS OTHERWISE DETAILED WITHIN HANDICAP RAMPS SHALL BE PER ADA REQUIREMENTS AND LOCAL REGULATIONS. ALL DIMENSIONS AND RADII ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK. THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTING ON CLEAN ASPHALT OR CONCRETE. NOTIFY CITY OF FAIRHOPE 24 HOURS BEFORE THE BEGINNING OF EVERY PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTAL A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITEWHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS. ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FHWA, LATEST EDITION. REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS. NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS, REFERENCING DETAILS IN ALDOT'SROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE. SITE PLAN NOTES REGULATIONS AND CODES. ALL WORK AND MATERIALS SHALL COMPLY WITH CITY OF FAIRHOPE INSPECTIONS. SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 1. 2. 3. REMOVE VEGETATION/PAVEMENT ONLY IN AREAS OF THE PERIMETER SEDIMENT BARRIERS INSTALL THE CONSTRUCTION EXIT PER DETAILS. INSTALL PERIMETER SEDIMENT BARRIERS PER DETAILS. CONSTRUCTION SEQUENCE - PHASE 1 4. 5. 6. REQUEST BMP & TREE PROTECTION INSPECTION PRIOR TO CLEARING. ONCE INSPECTION IS COMPLETE AND APPROVED, CLEARING & DEMOLITION CAN BEGIN (PHASE 2). INSTALL TREE PROTECTION FENCING PER TREE PROTECTION ORDINANCE. 4. 5. 6. INSTALL TEMPORARY SEEDING AND MULCH ON DISTURBED AREAS TO PREVENT EXPOSED SOILS. DURING ROAD AND UTILITY CONSTRUCTION, MAINTAIN TEMPORARY SEEDING. CONSTRUCTION SEQUENCE - PHASE 2 GRADE THE SITE TO SUB-GRADE ELEVATIONS, PREPARING THE SITE FOR FINAL SITE WORK. PERFORM GRADING TO INSTALL POND AND SEDIMENT FEATURES. ESTABLISH PERMANENT COVER1. INSTALL STORM SYSTEM AND UTILITIES. ON AREAS NOT EFFECTED BY ROAD AND UTILITY CONSTRUCTION. 2. 1. 2.CALL FOR AN INSPECTION FROM THE QCP. ONCE THE QCP HAS CERTIFIED THAT ALL AREAS ARE STABILIZED, REMOVE BMPS AND TREE PROTECTION. STABILIZE ANY AREAS DISTURBED BY BMP AND TREE PROTECTION REMOVAL. CONSTRUCTION SEQUENCE - PHASE 3 3. INSTALL FINAL LANDSCAPING. 4. INSTALL CURBING, SIDEWALKS, AND PAVING. 7. AND CONSTRUCTION EXIT. DURING ROAD AND UTILITY CONSTRUCTION, INSPECT PERIMETER CONTROLS DAILY AND FIX ANY DEFICIENCIES.3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT 1. CLEARING AND GRUBBING SHALL BE LIMITED TO THE ROADWAY RIGHT OF WAY, THE SUB-BASE AND BASE SHALL BE TESTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND SHALL BE APPROVED BY FAIRHOPE PRIOR TO LAYING ASPHALT. REQUIRED FOR CONSTRUCTION SHALL BE PRE-APPROVED BY THE OWNER. DRAINAGE EASMENTS, AND DETENTION PONDS. OTHER CLEARING PAYMENT FOR TESTING WILL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING WITH THE SOILS ENGINEER. DEPENDING ON FINAL GRADING AND SLOPES.DRAINAGE PIPE LENGTHS ARE APPROXIMATE, AND MAY REQUIRE ADJUSTMENT UNDER DRAINS SHALL BE INSTALLED AT LOCATIONS IDENTIFIED BY THE SOILS ENGINEER. CONSTRUCTION. RESTAKING WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAINING STAKING THROUGHOUT FAIRHOPE SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE NEED FOR AN INSPECTION. UTILITY NOTES COMPLIANCE OF ALL SYSTEMS WITH THESE CODES. WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, AND FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH UTILITY COMPANY SPECIFICATIONS.THE PUBLIC UTILITIES PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING, VALVES, CONTRACTOR AND CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS THE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED PLUMBING CONTRACTOR TO PROVIDE SURVEYED AS-BUILT OF WATER SYSTEM ASINSTALLED PRIOR TO REQUESTING A PUNCH LIST. REQUIREMENTS OF THE UTILITY PROVIDERS. THE CONTRACTOR SHALL BE INTIMATE ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THEBACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE. THE TAPE SHALL BE ATTACHED TO FITTINGS, VALVES, HYDRANTS, ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT 2. 3. 4. 5. 6. THE SIGNAL TO THE TAPE WITHOUT HAVING TO DIG DOWN TO THE PIPE. COMPANY PRIOR TO BACKFILLING AND TESTING. THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE WITH NFPA-24. THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND UTILITY 7. 8. 16. 17. 18. 19. 20. A MINIMUM OF 2-4" PVC UTILITY SLEEVES SHALL BE INSTALLED ACROSS ALL STREETS TO WATER MAIN VALVES AND WATER SERVICE TAPS SHALL NOT BE LOCATED UNDER SERVE ISLANDS WITH IRRIGATION. THE PROPOSED PAVEMENT. 9. 10. 21. 1. 2. 4. EROSION CONTROL NOTES AND WATER CONSERVATION COMMITTEE OFFICER, AND THE FEDERAL E.P.A. GUIDELINES FOR THE NPDES PROGRAM. ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER, SOIL5. ABSOLUTELY NO SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE DURING CONSTRUCTION.6. IF HEAVY RAINS OR UNUSUAL SITE CONDITIONS RESULT IN THE POLLUTION OF ROADWAYS OR ALL DISTURBED AREAS SHALL BE TEMPORARILY AND PERMANENTLY SEEDED WITH "SOUTH" ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE GOVERNING OFFICIALS. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO BE INTIMATE WITH THE LOCAL EROSION CONTROL LAWS AND TO REFLECT THIS KNOWLEDGE IN HIS/HER ACTIONS AND 7. 8. FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON ALL VEGETATION SHALL BE PLANTED AND MAINTAINED PER THE ALABAMA HANDBOOK IMMEDIATELY AND RESTORE THE AREAS TO THE ORIGINAL CONDITION WITHIN 24 HOURS.ADJACENT PARCELS THEN THE GRADING CONTRACTOR SHALL CLEAN THE DISTURBED AREAS TYPE SEEDINGS PER THE ALABAMA HANDBOOK. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OFEROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 11. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTION THE EXISTING SITE IS UN-DEVELOPED. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED. CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES AFTER PERMANENT GRASSING IS IN PLACE AND ESTABLISHED. CONTACT LARRY SMITH, PE 251-990-6566. CONSTRUCTION SITES AND URBAN AREAS (ALABAMA HANDBOOK). QUOTATIONS. REFERENCE THE CONSTRUCTION SEQUENCE FOR THE RELATIONSHIP BETWEEN THEINSTALLATION OF EROSION CONTROL FEATURES AND GENERAL CONSTRUCTION.9. 10. BY THE GOVERNING OFFICIAL OR ENGINEER OF RECORD. 12. 13. THE CONSTRUCTION EXIT PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANYSTRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR DISTURBED AREAS LEFT IDLE FOR SEVEN DAYS OR LONGER ARE TO BE MULCHED. SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED1/3 OF THE CAPACITY OF THE DEVICE. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ANDPRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 14. 15. 16. RESPONSIBILITY OF THE OWNER'S CONTRACTOR. 17. 18. 19. THE SITE IS TO BE CLEARED AND GRADED AS TO MINIMIZE THE AMOUNT OF SOIL EXPOSED 20. AT ONE TIME. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONALEROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUT THE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY 21. CONSTRUCTION. BMP'S SHALL BE INSTALLED AS PER THE ALABAMA HANDBOOK STANDARDS. 22. BMP'S SHALL BE INSTALLED WITH MINIMAL CLEARING ACTIVITY. 23. REFER TO THE LANDSCAPE PLANS FOR FINAL STABILIZATION MEASURES. 24.NO DUST CONTROL IS ANTICIPATED. SHOULD DUST BE AN ISSUE, SITE WILL BE WATERED TO MINIMIZE GENERATION OF DUST. DUST CONTROL IS ALSO ACCOMPLISHED BY MINIMIZINGTHE EXPOSURE OF BARE SOILS. UTILIZE TEMPORARY VEGETATION AND MULCHING TO COVER BARE AREAS DURING CONSTRUCTION. UTILIZE PERMANENT VEGETATION TO CONTROL DUST FROM THE SITE AFTER CONSTRUCTION IS COMPLETE. 25.WHERE LABELED FIP/CIP, FABRIC INLET PROTECTION TO BE INITIALLY INSTALLED AND CONVERTED TO CURB INLET PROTECTION ONCE THROAT IS POURED. 3. AREA TO BE DISTURBED=±18.77 ACRES. PIPE LENGTHS SHOWN ARE LINEAR DISTANCES BETWEEN CENTER TO CENTER OFSTRUCTURES. THE CONTRACTOR SHALL DETERMINE THE QUANTITY OF PIPE NEEDED FOR THE JOB, BASED ON SLOPE LENGTH AND WHOLE STANDARD PIPE SECTIONS. ALL STRUCTURAL FILL AREAS TO BE CONSTRUCTED UNDER THE DIRECTION OF A SOILS ENGINEER. GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPE SHALL BEWELL ROUNDED. ELEVATIONS REPRESENT FINAL GRADE. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NOGRADING SHALL BE DONE UNTIL THE TREE PROTECTION, SAVE AREAS, SILT BARRIER INSTALLATION AND DETENTION FACILITIES ARE CONSTRUCTED. THE LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET. ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST EDITION. 11. 12. 13. 14. 15. 16. 17. 18. CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 19. TEMPORARY SEDIMENT BASIN FEATURES ARE TO BE CONSTRUCTED AND FULLY OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING. 20. ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM.21. 22. JUNCTION BOX = TOP; THE TOP MOST PART OF THE RIM AND COVER CASTING.CATCH BASIN = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DROP INLET = GRATE; THE TOP MOST PART OF THE FRAME AND GRATE. WEIR INLET = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DEFINITION OF THE TYPE OF TOP IS AS LISTED:THE ELEVATION OF MANHOLE/INLET TOPS ARE TO BE AT THE FINISH ELEVATION SHOWN. THE THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY PAVEMENT SHALL RECEIVE FOUR INCHES OF TOPSOIL AND STABILIZED PER THE LANDSCAPE PLAN. THE TYPE OF PIPE MAY BE ALTERED IF APPROVED BY THE ENGINEER. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, ANDEXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPES STORM PIPE SHALL BE AS FOLLOWS: GRADING & DRAINAGE NOTES STANDARDS UNLESS APPROVED OTHERWISE BY THE ENGINEER. ALL STRUCTURES SHALL BE PRECAST CONCRETE PER ASTM C-478/C-913 AND ALDOT STEEPER THAN 3:1 SHALL BE COVERED WITH CURLEX BLANKETS BY AMERICAN EXCELSIOR ALL CAST IN PLACE CONCRETE TO HAVE A MIN. 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I. RCP, CLASS 3 PER ALDOT SPECIFICATIONS. COMPANY OR EQUAL. 1. 2. 3. 4. 6. 7. 8. 9. 10. THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER RECORD DRAWINGS OF AS-BUILT CONDITIONS FOR THE DEVELOPMENT OF THE SITE. CONTRACTOR SHALL PROVIDE A VIDEO OF THE STORM SYSTEM. 30" FOR ALL INTERNAL STREET INTERSECTIONS 36" FOR ALL INTERSECTION WITH EXISTING COUNTY, STATE AND FEDERAL ROADS R1-1 STOP SIGN- DIAMOND GRADE- MINIMUM 0.080" THICK TRAFFIC SIGNAGE SHALL MEET STANDARDS IN ACCORDANCE WITH THE LATEST EDITION OF THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD): 6" TALL WHITE ALL-CAPITAL LETTERING ON GREEN BACKGROUND BRACKETS- VULCAN TYPE VS-8 VANDAL PROOF OR APPROVED EQUAL STREET NAME SIGN- 9" ALUMINUM EXTRUDED BLADE, HIGH INTENSITY PRISMATIC, ALL OTHER SIGNS- HIGH INTENSITY PRISMATIC OR BETTER- MINIMUM 0.080" THICK EMBEDDED NOT LESS THAN 3 FEET BELOW THE FINISHED GRADE ELEVATIONPOST FOR ALL SIGNS- #2 GALVANIZED U-CHANNEL OF APPROPRIATE HEIGHT 23. 26.SITE INSPECTIONS TO BE PERFORMED WHEN 3/4" RAIN EVENT OR GREATER OCCURS. DISTURBED AREAS LEFT IDLE FOR FOURTEEN DAYS OR LONGER ARE TO BE SEEDED AND MULCHED. 24. 25. 26. 27. STANDARDS FOR NEW ROAD CONSTRUCTION.ALL WORK AND MATERIALS WITHIN THE SITE SHALL COMPLY WITH CITY OF FAIRHOPE DESIGN CITY OF FAIRHOPE INSPECTOR TO BE NOTIFIED ACCORDING TO BENCHMARK INSPECTION LIST.22. DETAILS AND LOCATIONS OF UTILITIES SHALL COMPLY WITH CITY OF FAIRHOPE UTILITY MANUAL. IF ANY MODIFICATIONS ARE MADE, THE CONTRACTOR SHOULD11. ALWAYS BE IN COMPLIANCE WITH MANUAL. PVC WATER MAINS UNDER 4" SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241. PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 250 PSI, SDR 18 OR HEAVIER. WATER MAINS 4"-12" SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241 FOR PRESSURE PIPE WITH IRON PIPE OUTSIDE DIAMETER OR AWWA C900. PIPE SHALL BE A MINIMUM CLASS 250 FOR ASTM D2241 OR SDR 18 OR HEAVIER FOR AWWA C900. ALL PVC WATER PIPE SHALL BE MARKED USING A TRACER WIRE BURIED BETWEEN 3 AND 6INCHES ABOVE THE TOP OF THE PIPE. TRACER WIRE SHALL BE NO. 12 COPPER WIRE WITH PLASTIC COATING. WIRE SHALL BE CARRIED UP THROUGH VALVE BOXES AND TERMINATED A MINIMUM OF 2 FEET ABOVE THE GROUND TO PERMIT CONNECTION OF LOCATING EQUIPMENT. NONMETALLIC BLUE MARKER TAPE SHALL BE BURIED APPROXIMATELY 15 INCHES ABOVE THE TOP OF THE PIPE. TAPE SHALL BE A MINIMUM OF 3 INCHES WIDE AND ON THE OWNER'S LIST OF MATERIALS AND APPROVED MANUFACTURERS. 27. THIS SITE SHALL ADHERE TO THE RED SOIL AND CLAY ORDINANCE. RED SOIL AND CLAY ISPROHIBITED WITHIN 100' OF CRITICAL AREAS, INCLUDING WETLANDS AND STREAMS. 28. THIS SITE SHALL ADHERE TO THE CITY OF FAIRHOPE WETLAND ORDINANCE. NO DISTURBANCE IS ALLOWED WITHIN THE 30' WETLAND BUFFER, INCLUDING CLEARING ACTIVITY. SHEET 20200781 DRLDRAWN: DATE: SCALE: JOB No.:04/15/21 N.T.S.SEALAFFIXREVISIONDATEGENERAL NOTESCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566C1OVERLANDSUBDIVISION PHASE 2Fairhope, Alabama 36532PHASE 23/31/2021FAIRHOPE COMMENTS4/15/2021 13 15 19 Park 14 16 17 18 20 21 22 26 23 32 30 25 34 33 29 40 31 37 24 28 35 36 39 38 41 MERIWETHER CT.HUDSON LOOP27 HUDSON L O O P OVERLAND DRIVE 15+73.24 17+03.14 REMOVE TREES ERIKSSON DRIVE30 FT. W E T L A N D B U F F E R"AE""X" UNSH A D E D 23+2517+00 18+00 19+00 20+00 21+00 22+00 23+00 21+93 15+00 16+00 17+00 18+00 19+00 20+0021+0013+25 10+0011+0012+0013+0011+65 10+00 11+0016+53 10+00 11+00 12+00 13+00 14+00 15+00 16+0017+0010+0011+0012+0012+2710' COMMON AREA (BUFFER)PHASE 1PHASE 2PHASE 1PHASE 2SHEET 20200781 DRLDRAWN: DATE: SCALE: JOB No.:04/15/21 1"=30'SEALAFFIXREVISIONDATER Know what's below. before you dig.Call CLEARING, GRUBBING &DEMOLITION PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566LEGEND CLEARING LIMITS C2OVERLANDSUBDIVISION PHASE 2Fairhope, Alabama 365321200153060 30 SCALE PHASE 1 PHASE 2 PHASE 23/31/2021FAIRHOPE COMMENTS4/15/2021I \ : I 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 I\ \ \I / : I / I / I / 1 // 1/ ,{ / J /// I / ,Y [2J 1312 15 19 Park 14 16 17 18 20 21 22 26 23 32 30 25 34 33 29 40 31 37 24 28 35 36 39 38 41 MERIWETHER CT.HUDSON LOOP27 HUDSON L O O P 859095100105 82 83 84 86 87 8889 9192939496979899101102103104106 80 85 90 95 79 81 82 83 8486878889 91 92 93 94 96 97 OVERLAND DRIVE INSTALL DITCH #2 INSTALL DITCH #3 15+73.24 17+03.14ERIKSSON DRIVEINSTALL PIPE SEEPAGE COLLAR 76 78 79 77 30 FT. W E T L A N D B U F F E R"AE""X" UNSH A D E D 909510091 92 939496979899101 85 81828384 868788 85 81828384 86 87 88 10510 4 922 93 9490 89 919293 9087888985828 4 105 103 103 95 100 94969798 99101 102 95100939496979899101102 85 84 86 8788 85 9084 86 87 88 89 9192939480 85 81 82 83 84 85 828384 8 0 81 7880 85 90 81828384 86878889 95 9192939497 95100 939496979899101102103104 9 5 94 96 9510096 97 9899101102 E1 F6 H1 H2 F5 B6 D6 D5 E6 E5 E3 E2 E4 F4 F3 F2 F1 B5 D2 403 404 500 501 502 503 504 600 601 602 603 800 604 204 23+2517+00 18+00 19+00 20+00 21+00 22+00 23+00 21+93 15+00 16+00 17+00 18+00 19+00 20+0021+0013+25 10+0011+0012+0013+0011+65 10+00 11+0016+53+00 10+00 11+00 12+00 13+00 14+00 15+00 16+0017+0010+0011+0012+0012+2710' COMMON AREA (BUFFER)PHASE 1PHASE 2PHASE 1PHASE 2STORM E STRUCTURE: E1-MES E2-SWCB E3-SWCB E4-JB E5-SWCB E6-SWCB DETAILS: THROAT/GRATE/TOP = 78.38 INV IN = 76.00(500) THROAT/GRATE/TOP = 93.70 INV IN = 86.28(501) INV OUT = 80.00(500) THROAT/GRATE/TOP = 93.73 INV IN = 86.54(502) INV OUT = 86.54(501) THROAT/GRATE/TOP = 96.81 INV IN = 92.81(503) INV OUT = 88.50(502) THROAT/GRATE/TOP = 97.85 INV IN = 93.70(504) INV OUT = 93.70(503) THROAT/GRATE/TOP = 97.85 INV OUT = 93.83(504) STORM F STRUCTURE: F1-MES F2-JB F3-SWCB F4-SWCB F5-WI F6-WI DETAILS: THROAT/GRATE/TOP = 77.80 INV IN = 76.00(600) THROAT/GRATE/TOP = 85.01 INV IN = 81.00(601) INV OUT = 77.50(600) THROAT/GRATE/TOP = 92.01 INV IN = 87.87(602) INV OUT = 87.87(601) THROAT/GRATE/TOP = 92.01 INV IN = 88.00(603) INV OUT = 88.00(602) THROAT/GRATE/TOP = 92.06 INV IN = 88.05(604) INV OUT = 88.05(603) THROAT/GRATE/TOP = 92.63 INV OUT = 88.50(604) STORM H STRUCTURE: H1-MES H2-OCS DETAILS: THROAT/GRATE/TOP = 80.95 INV IN = 78.00(800) THROAT/GRATE/TOP = 85.00 INV OUT = 78.15(800) STORM B STRUCTURE: B5-JB B6-SWCB DETAILS: THROAT/GRATE/TOP = 103.63 INV IN = 97.35(204) INV IN = 98.25(205) INV OUT = 97.35(203) THROAT/GRATE/TOP = 102.16 INV OUT = 98.00(204) STORM D STRUCTURE: D2-JB D5-DWCB D6-DWCB DETAILS: THROAT/GRATE/TOP = 89.51 INV IN = 84.00(403) INV IN = 82.50(401) INV OUT = 82.50(400) THROAT/GRATE/TOP = 92.50 INV IN = 85.75(404) INV OUT = 85.75(403) THROAT/GRATE/TOP = 92.50 INV OUT = 86.00(404) STORM E NAME 500 501 502 503 504 SIZE & TYPE 24" RCP 18" RCP 18" RCP 18" RCP 18" RCP LENGTH 89LF 26LF 196LF 43LF 26LF SLOPE 4.49% 1.00% 1.00% 2.05% 0.49% STORM F NAME 600 601 602 603 604 SIZE & TYPE 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP LENGTH 64LF 232LF 26LF 17LF 130LF SLOPE 2.35% 2.97% 0.50% 0.30% 0.35% STORM H NAME 800 SIZE & TYPE 36" RCP LENGTH 46LF SLOPE 0.33% STORM B NAME 204 SIZE & TYPE 18" RCP LENGTH 130LF SLOPE 0.50% STORM D NAME 403 404 SIZE & TYPE 18" RCP 18" RCP LENGTH 113LF 26LF SLOPE 1.55% 0.94% 1200153060 30 SCALE SHEET 20200781 DRLDRAWN: DATE: SCALE: JOB No.:04/15/21 1"=30'SEALAFFIXREVISIONDATER Know what's below. before you dig.Call GRADING & DRAINAGE PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566C3OVERLANDSUBDIVISION PHASE 2Fairhope, Alabama 36532INSTALLED IN PHASE 1 INSTALLED IN PHASE 1 PHASE 1 PHASE 2 PHASE 23/31/2021FAIRHOPE COMMENTS4/15/2021N -~,"' 'l,\,~,,,,,3/,1 ,,,, -::l, 4hS/:,, ::,.._ ~Q--✓& ~----~~ ,.-;,,f,is'll11tt~'~.fc:, 1t111111f;~I~~\~,,,,, 05-46-06-14-0-000-014.007 PIN: 121344 WILLIAMS, JAMES W C/0 FARMER, ELLA PO BOX 226 FAIRHOPE AL 36533 ---I 111 11 I -:::-~--,,,-,,/' _,.,.-1 I / / ----/ / ----// -----------------/ -------------1--j___l--l---1--1--J____-I---l---1-- 1312 15 19 Park 14 16 17 18 20 21 22 26 23 32 30 25 34 33 29 40 31 37 24 28 35 36 39 38 41 MERIWETHER CT.HUDSON LOOP27 HUDSON L O O P 859095100105 82 83 84 86 87 8889 9192939496979899101102103104106 85 90 95 82 83 8486878889 91 92 93 94 96 97 OVERLAND DRIVE XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXERIKSSON DRIVE30 FT. W E T L A N D B U F F E R"AE""X" UNSH A D E D INSTALL 50 TONS CLASS II RIPRAP W/FILTER FABRIC 909510091 92 939496979899101 X X X X X X XX X X XXXXXX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX85 81828384 86878 85 81828384 86 87 88 10510 4 92 93 9490 89 91 92 93 908788898582 8 4 105 103 103 95 100 94969798 99 101 102 95100939496979899101102 85 84 86 87 88 85 9084 86 87 88 89 9192939480 85 81 82 83 84 85 82 83 84 8 0 81 7880 85 90 81828384 86878889 95 9192939497 95100 939496979899101102103104 9 5 94 96 9510096 97 9899101102 XXXXXXFIPCIP FIP CIP FIP CIP FIPCIP FIPCIP FIP FIP FIP FIP W W W W W W W W W W W W W W W W SB SB SB OP SKIMMER (TYP.) SEE DETAIL BAFFLE (TYP.) SEE DETAIL MU TS MU TS MU TS MU TS MU TS MU TS PS TS MU PS TS MU PS INSTALL 10 TONS TYPE II RIP RAP ON ALL MES OUTLETS UNLESS NOTED OTHERWISE OP CEP CIP FIP CIP 10' COMMON AREA (BUFFER)PHASE 1PHASE 2PHASE 1PHASE 2SHEET 20200781 DRLDRAWN: DATE: SCALE: JOB No.:04/15/21 1"=30'SEALAFFIXREVISIONDATER Know what's below. before you dig.Call EROSION & SEDIMENTCONTROL PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566FIP SB CEP LEGEND: MU TS PS ECB OP DV CIP FIP CIP W C4 1200153060 30 SCALE OVERLANDSUBDIVISIONPHASE 2Fairhope, Alabama 36532NOTES: 1. THIS SITE SHALL ADHERE TO THE RED SOIL AND CLAY ORDINANCE. RED SOIL AND CLAY IS PROHIBITED WITHIN 100' OF CRITICAL AREAS, INCLUDING WETLANDS AND STREAMS. 2. THIS SITE SHALL ADHERE TO THE CITY OF FAIRHOPE WETLAND ORDINANCE. NO DISTURBANCE IS ALLOWED WITHIN THE 30' WETLAND BUFFER, INCLUDING CLEARING ACTIVITY. PHASE 1 PHASE 2 PHASE 23/31/2021FAIRHOPE COMMENTS4/15/2021------ ------------- - ,::;---/ / I ~-- -~ - ------,----::; / ,/ ,/ ,/ / / 1/" --r---- Cz9 // / 7"---- / / / ' I I ' I L -z--lllC:!E~~~<..iiii--~( I l l ~~ \ ,, _,. I / / 0 CXJISTRUCTI(Jj ElCITPAD 0 SEIIMENT "'"" 0 FAMIC DRCP ""' PROTECIIOI 0 '""""' 0 TEll'ORMY """" 0 PERIIANENT """" 0 ER090N a»nROL ElNl<ET 0 W1l£T """"""' 0 ·- 0 """'"" """"""' 0 SlRAW WATn..ES CX) FABRIC&Ct.llB ""'PROJECll(Jj FAIRHOPE CORP. LIMITSP.O.C. P.O.B. BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 80 FT. R/W NORTHWOOD SRIVER MILL DR.20 FT. BUFFER LOT 622.42 AC Mail Bench 8 3 11 9 13 12 15 19 Park 1 2 4 5 6 7 10 14 16 17 18 20 21 22 26 23 44 32 30 25 34 33 29 42 40 31 37 24 28 51 46 47 3536 59 4948 3938 4345 58 52 41 60 5354 50 5556 6157 OVERLAND DRIVE 50 FT. R/WFERDINAND AVE. 50 FT. R/W HUDSON LOOP 50 FT. R/W MERIWETHER CT. 50 FT. R/W HUDSON LOOP 50 FT. R/W 27 10 FT. BUFFER10 FT. BUFFER15 FT. COMMON AREA 20 FT. BUFFER 15 FT. COMMON AREA 20 FT. BUFFER20 FT. BUFFER 10 FT. BUFFERMIN. 10 FT. BUFFERSHALL BE MAINTAINEDHUDSON LOOP 40 FT. R/WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS WWWWWWW WWWWWWWWWWW WW WWEXISTINGSANITARYSEWER MAINWSSSSSSSSSSSWWWWWWWWWWWSW W W W W W W W W W W SS S S S S S S S S W W W W S S S S W W W W S S S S SS W WWSSWWSSWWSSWWSSWWSSWSSWS SS W W W SWS SS W W W SWS SS W W W SWS SS WW WS S WWPHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2EXISTING WATER MAINEXISTING GAS MAINW00 80'160'N O R T HTREE PRESERVATION & REMOVAL PLAN1 TREE PRESERVATION NOTES TREE PROTECTION FENCE - C2 {MOORE) I I It~ I LOT ,, j I LO-?fi ",~ S/8"C ~OOR ,, . LOI 2 / j I S/8"CRF (MOORE) ()I 28 i t S/B"CR!' (MOORE) LO -79 ~ I I LCT 31 1/2"CRf (FAIRHOPE) RRSP1C PREV10USL Y L0CA lED AT 1HE N0lfflfYIEST CORNER OF lHE NORlHIEST QUARTER 0F' lHE SOUlHEAST QUARlER CF SEClltw 14. TOIINStlP II SOU1H RANCE 2 EAST □ _.,,. ~ -. ~ . -- .-0 .. / I I \ I I I I I \ 1.· . 1 4 •• "' " ~ l ·I' : . i . j: : ·~ • ' I I I I . Q1-Sc-al-., ,-._-so,-· ------------------------~~~-~~~1 rn / -REQUIRED SIGNAGE 0 ,,--METAL -\ SPACING POST CHAIN LINK -----y FENCE TIE = 1. Fencing to be instolled prior to construction. Fencing type shall be chain link. 2. The fence sholl be erected w/ a min. distance of 20' from the trunks of heritage trees & 1 O' from oll other retained trees. If installing underground utilities near tree roots becomes o hardship, a soil auger shall be used to tunnel under tree roots. .3. All roots to be removed during site clearing &/or construction shall be severed cleanly at the perimeter of the protected ra dius. 4. Footers for walls shall end at the point where large roots are encountered, ond the roots sholl be bridged. Post holes and trenches located close to retained trees shall be adjusted to ovoid damage to major roots. 5. Fencing cannot be removed until land alteration, site clearing, and construction activities ore complete. 0 1/'1" ~ 1·-111" 329333.13-01 TREE PRESERVATION CREDITS -Sec:. 20.$-4(m) Tolal ll'ffl To a. PreHNed: TOlfll l'ff C::~tt. Eaffl(fd : WI ~ 24" °"""" 21!1" °"""" 30" ......... 34" -31!1" Qutt<u, ... , °"""" 42:" Qu<,a,s 4 8" -- 30" r>lnus 36" 1"11'1115 ~ virsinl~~ Yirt:lnl.aiu v1rsIr11.ana virJlnl.aN vtraJnlMa wirginiitOI Ylra:lnlana witgini$AII ... ... COMMON NAME m 1.ivt:Olki u,. 0.k LIYl!Olk ""°'' LlwOak LiveO.k Live Oak LivtOlk. CREDITS PER TREE 3 TREE SURVEY DISCLAIMER· 1. All TREE SURVEY INFORMATlON HAS BEEN PROVIDED TO LANDSCAPE ARCHITECT BY S.E. CIVIL. TREE PRESERVATION tBFMOYAI NOTES· 1. All TREES PROPOSED FOR REMOVAL ARE SHO'NN IN A SHADE OF GRAY, WHILE ALL TREES TO BE PRESERVED ARE SHOWN IN BLACK . 2. SEE BELOW FOR TREE PRESERVATlON/REMOVAL CALOJLATIONS. 3. TREES IN EXCESS OF 20" IN DIAMETER ARE CONSIDERED PROTECTED. 10 Trees 40 Credits TOTAL CREDITS landscape architecture land planning r _::... T ~ plocemoking ,= Foley, Alabama ,!\-. lii :oe1~'.9Ai:o~~: D ES I G N ~;,~;;;,~~;;:';~;;pp; P. 6D1.790.0781 landscape architects www.wcs -design.com ~@LJ IF©llHI ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. -------------- No. Date Revisions / Submissions -----==-'------- _ 11.16.20 _C;:,ITY"--"S"'UB"'MITT=AL~----- -12.09.20 CITY RE-SUBMITTAL _ 01.13.21 CITY RE-SUBMITTAL _ 03.22.21 CITY RE-SUBMITTAL ---------------------------- vrw Droffl LCW Checl<ed 203163-105 Project No. 10.19.20 Sheet Title TREE PRESERVATION & REMOVAL PLAN Sheet No. TP100 FAIRHOPE CORP. LIMITSP.O.C. P.O.B. BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 80 FT. R/W NORTHWOOD SRIVER MILL DR.20 FT. BUFFER LOT 622.42 AC Mail Bench 8 3 11 9 13 12 15 19 Park 1 2 4 5 6 7 10 14 16 17 18 20 21 22 26 23 44 32 30 25 34 33 29 42 40 31 37 24 28 51 46 47 3536 59 4948 3938 4345 58 52 41 60 5354 50 5556 6157 OVERLAND DRIVE 50 FT. R/WFERDINAND AVE. 50 FT. R/W HUDSON LOOP 50 FT. R/W MERIWETHER CT. 50 FT. R/W HUDSON LOOP 50 FT. R/W 27 10 FT. BUFFER10 FT. BUFFER15 FT. COMMON AREA 20 FT. BUFFER 15 FT. COMMON AREA 20 FT. BUFFER20 FT. BUFFER 10 FT. BUFFERMIN. 10 FT. BUFFERSHALL BE MAINTAINEDHUDSON LOOP 40 FT. R/WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS WWWWWWW WWWWWWWWWWW WW WWEXISTINGSANITARYSEWER MAINWSSSSSSSSSSSWWWWWWWWWWWSW W W W W W W W W W W SS S S S S S S S S W W W W S S S S W W W W S S S S SS W WWSSWWSSWWSSWWSSWWSSWSSWS SS W W W SWS SS W W W SWS SS W W W SWS SS WW WS S WWPHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2EXISTING WATER MAINEXISTING GAS MAINWTREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HT REMARKS LT 18 LIRIODENDRON TULIPIFERA TULIP TREE 15 GAL 1.5" - 2" 10`-12` FULL HEAD, SPECIMEN QUALITY QL 18 QUERCUS LYRATA OVERCUP OAK 15 GAL 1.5" - 2" 8`-10` FULL HEAD, SPECIMEN QUALITY TD 6 TAXODIUM DISTICHUM BALD CYPRESS 15 GAL 1.5" - 2" 8`-10` FULL HEAD, SPECIMEN QUALITY PLANT SCHEDULE 00 80'160'N O R T HLANDSCAPE MASTER PLAN1 GENERAL NOTES WOOD FENCE W/TOP RAIL ELEVATION 2 I I i 0 Scale, 1•-80' 0 0 0 TREE Pl ACfMfNT NQTfS: 1.) ALL TREES SHALL BE 15 GAL AND/OR 1S-2.5" DIA AT TI-lE TIME OF PLANTING. 2.) TREES SHALL BE PLANTED EVERY 25' FROM INTERSECTIONS. A TREE SHALL BE PLANTED ONE PER LOT OR AT LEAST EVERY 50 FEET, BUT NO CLOSER THAN 10'. DEVELOPER RESERVES THE RIGHT TO UTILIZE EXISTING TREES TO MEET THIS REQUIREMENT. 3.) TREE SPECIES AND TREE PLACEMENT SHALL BE APPROVED BY THE CITY HORTICULTURIST. 4.) ALL TREES SHALL BE PRUNED SO lHAT NOT FOLIAGE, Ut.185 OR OTI--JER OBSTRUCTIONS EXISTlNG BETWEEN 2.5 AND 10 FEET FROM ADJACENT STREET GRADE. 5.) IN AREAS WHERE PLANTING STRIPS ARE OPTIONAL AND NOT PROVIDED, SIDEWALKS TEN FEET OR GREATER SHALL PROVIDE 4'X4' TREE WELLS ALONG THE CURB SO Tl-1E TREES MAY BE PLANTED IN CONF'ORMANCE 'MTH THESE REQUIREMENTS. 6.) PER TREE ORDINANCE, SMALL TREES 'NILL BE PLANlED IN BETWEEN WALK AND CURB AREAS LESS THAN 5 FEET. MEDIUM lREES CAN BE PLANlED BETWEEN 5-7 FEET AND LARGE GROWING lREES CAN BE PLANlED IF AREA BETWEEN WALK AND CURB IS 7 FEET OR MORE (SEE ORDINANCE FOR UST). 7.) DEVELOPER SHALL BE RESPONSIBLE FOR WAlERING lREES PRIOR TO SUBDIVISION ACCEPTANCE AND DURING 2-YEAR MAINlENANCE PERIOD. F' · .. I i -~1 NOTE: ALL WOOD SHALL BE PRESSURE TREATED NO. 2 SOUTHERN YELLOW PINE. HEIGHT MAY BE ADJUSTED TO SUIT PROJECT. 0 1/2" -1·-0· .- -1" CONT. CHAMFER AROUND TOP OF POSTS --2"x6" TOP RAIL, lYP. 0 I "' 2"x4" SUPPORT RAILS, ~ TYP. ~ ~~ 1'0 x4" TRIM BOARD, lYP. '--1 "x6" FENCE BOARDS, lYP., NAILS-WIDTH SPACING BETWEEN BOARDS 6"x6" POST, TYP., BEYOND. SPACE ON 8' CENTERS. 2"x6" BOTTOM RAIL, TYP. FINISH GRADE 3000 PSI CONCRETE N \ FOOTING l .-." \, -~ UNDISTURBED SUBGRADE _1·-2~ 323129.23-02 londscopeorchitecture londplonning r~T~ placemakini;i J'.= Foley.Alabama r!l-.. ii ~i.~'.',i~,:~: D ES I G N ~;,~;~t~,~~;,,,, P. 601. 790.0781 landscape architects www.was-design.com ~@LJ lil@OO ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. ..,, ____ ---------- No. Date Revisions / Submissions _ 11.16.20 _C11Y_S_UB_MITI_AL _____ _ _ 12.09.20 Cl1Y RE-SUBMITTAL _ 01.13.21 Cl1Y RE-SUBMITTAL _ 03.22.21 Cl1Y RE-SUBMITTAL -------------- -------------- YTW ,...,, LCW Checked 203163-105 Project No. 10.19.20 Sheel:Tltle LANDSCAPE MASTER PLAN Sheet No. LP100 SHRUB PLANTING3 MULTI-TRUNK TREE STAKING x x 2 PLANTING ATSHRUB AREAS. STAKING DETAIL PLANTING ATTURF AREAS. PLANT PIT DETAIL TREE PLANTING - GUY STRAP6 A A B B TYPICAL PLANT SPACING4 GENERAL PLANTING NOTES x x x x x x x x x x x x x x x x x x x x 1 GROUNDCOVER PLANTING5 GENERAi CONPIJIONS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE INSPECTION PRIOR TO LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO ACQUAINT HIMSELF WITH EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF LANDSCAPE MATERIAL AT ALL TIMES. LANDSCAPE CONTRACTOR TO COORDINATE SAFE STAGING AREA WITH GENERAL CONTRACTOR AND/OR OWNER. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL, INCLUDING GRASS, FOR 365 CONSECUTIVE CALENDAR DAYS FROM SUBSTANTIAL COMPLETION OF THE WORK, "'5 DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. ALL AREAS IMPACTED NEGATIVELY BY CONSTRUCTION PROCESSES SHALL BE RETURNED TO ORIGINAL CONDITION OR BETTER PRIOR TO SUBSTANTIAL COMPLETION. I ANPSCAPE AREA SOIi PREPARATION SOIL SHALL BE AMENDED BY THE ADDITION OF COMPOST AND FERTILIZER. COMPOST 1YPE SHALL BE MUSHROOM COMPOST OR DECOMPOSED PINE BARK, AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. COMPOST SHALL BE UNIFORMLY APPLIED OVER PLANTING BEDS AT AN AVERAGE DEPTH OF 2 INCHES AND OVER SOD AREAS AT AN AVERAGE DEPTH OF 3/4 INCH. INCORPORATE COMPOST UNIFORMLY IN PLANTING BEDS TO A DEPTH OF 6 INCHES AND IN SOD AREAS TO A DEPTH OF 3 INCHES USING A ROTARY TILLER OR OTHER APPROPRIATE EQUIPMENT. PRE-PLANT FERTILIZER AND PH ADJUSTING AGENTS (E.G., LIME AND SULFUR) MAY BE APPLIED IN CONJJNCTION WITH COMPOST INCORPORATION, AS NECESSARY. RAKE SOIL SURF ACE SMOOTH PRIOR TO PLANTING. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. WATER THOROUGHLY AFTER PLANTING. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 3% POSITIVE DRAINAGE IN ALL PLANTING BEDS. ANY OTHER PROPOSED DRAINAGE METHODS SHALL BE COORDINATED WITH PLANTING EFFORTS TO MINIMIZE CONFLICTS AND MAINTAIN PROPER FUNCTION OF DRAINAGE SYSTEMS. 01--1· FORM 3" CONTINUOUS SAUCER AROUND PLANTING PIT 2 X ROOTBALL SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO DEPTH T WATER WELL. r FINISHED GRADE. I 1_11 I I ,---- PLANTING TABLETS, AGRIFORM OR EQUAL, PER MANUF. RECOMMENDATIONS. BACKFILL WITH A MIXTURE OF PLANTING PIT SPOIL AND PREPARED PLANTING ------~ SOIL, PER SPECS, FROM ADJACENT PLANTING AREA UNDISTURBED SUBGRADE Pl ANT MATERIAi AND Pl ANDNG PLANT QUANTITIES ARE OFFERED "'5 A CONVENIENCE TO THE CONTRACTOR, AND ARE NOT ABSOLUTE. CONTRACTOR SHALL VERIFY PLANT COUNT FROM PLAN AND REPORT DIFFERENCES. ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL OR REFUSAL BY THE OWNER OR LANDSCAPE ARCHITECT AT THE JOB SITE. PLANTS SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM INJURY, INSECTS AND DISEASES. PLANTS SHALL EQUAL OR SURPASS QUALITY "'5 DEFINED IN THE CURRENT ISSUE OF "AMERICAN STANDARDS FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERYMEN, INC. UNLESS NOTED SPECIFICALLY, ALL PLANT MATERIAL SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN. FRONT ROW OF SHRUBS SHALL BE PLANTED FROM CENTER OF PLANT A MINIMUM OF 246 BEHIND BED LINE @ LAWNS OR WALKS AND A MINIMUM OF 36" BACK OF CURB @ PARKING SPACES. NO PRUNING SHOULD BE PERFORMED DURING FIRST GROWING SEASON EXCEPT FOR REMOVING DAMAGED OF DEAD GROWTH. WOUND PAINT IS NOT RECOMMENDED FOR ANY CUTS. ALL PLANTING AREAS, TREE PITS, AND OTHER AREAS INDICATED ON PLANS SHALL BE MULCHED WITH A SETTLED LAYER OF THE INDICATED MULCH: □ 3N DEPTH PINE BARK □ 4~ DEPTH SHREDDED HARDWOOD MULCH ~ 3N DEPTH LONGLEAF PINESTRAW, SETTLED TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING AREAS AND LAWN, UNLESS NOTED OTHERWISE. TREE STAKING SHALL BE PROVIDED TO KEEP TREES PLUMB AND PROTECTED FROM EXCESSIVE WINDS. ALL TREE-STAKING APPARATUS SHALL BE REMOVED AT THE END OF THE ONE-YEAR WARRANTY PERIOD. ONE YEAR OF LANDSCAPE MAINTENANCE FROM SUBSTANTIAL COMPLETION SHALL BE INCLUDED AS AN OPTIONAL BID ITEM TO THE OWNER. 329399-05 CURB SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR -SPACED IN ROWS PARALLED TO THE STRAIGHT EDGE. SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGES. CURVED EDGES TO BE VERY SMOOTH RADII. 1'!QIE;_ STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6-96 FROM TOP OF STAKE. 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL TRUNK. 2" x 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING. nf<2ZQS~~~~ls37"'~:::;::-;-=:--3" MULCH 111§11 _rr'11fu§1rfl 'II-= 11=1"--=III ,=I I =111-• -FORM SAUCER WITH 3" 1:::;= lJ=i = 7 ~c___._----=, _ kcir j 1-CONTINUOUS RIM SPECIFIED PLANTING MIX. 2X BALL DIA. WATER AND TAMP TO REMOVE AIR POCKETS. 0 1/2" -1'-0" 329343-01 ~,----PLANT SPACING PER PLAN/PLANT SCHEDULE -----2" MULCH INSTALLED BEFORE PLANTING (PINE BARK MINI-NUGGETS ACCEPTABLE FOR INITIAL PLANTING IF TIGHT SPACING NECESSITATES ITS USE.) PREPARE BED PER SPECS UNDISTURBED SUBGRADE ARBORGUY TREE ANCHOR SYSTEM, INSTALL APPROPRIATE MODEL PER MANUFACTURER'S INSTRUCTIONS ARROWHEAD ANCHOR EXISTING SUBSOIL FINISHED GRADE SET ROOTBALL CROWN 1 1 /2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. Qr-1-.--1-•--f/-,--------------D-ET_AI_L ___ FI-LE-0 NOT TO SCALE 329399-04 o,-3-.-_-1-•--□------------------32_9_3_13 ___ 0_1 o....-1 .-_-1-•--o-.---------------3-29-3-43-.-26---D-2 landscape architecture land planning r~T~plocemakini;i J'.= Foley.Alabama r!l-.. ii ~i.~'.',i~,:~: D ES I G N ~;,~;~t~,~~;,,,, P. 601. 790.0781 landscape architects www.was-design.com ~@LJ lil@OO ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. ..,, ____ ----,------- No. Date Revisions / Submissions _ 11.16.20 _C11Y_S_U_BM_ITI_AL _____ _ 12.09.20 Cl1Y RE-SUBMITTAL ---- _ 01.13.21 Ci1Y RE-SUBMITTAL _ 03.22.21 Cl1Y RE-SUBMITTAL --------------- --------------- YTW ,...,, LCW Checked 203163-105 Project No. 10.19.20 Sheel:Tltle LANDSCAPE PLANTING DETAILS Sheet No. LP500 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 DRAINAGE NARRATIVE AND CALCULATIONS OVERLAND SUBDIVISION  Prepared By: PROJECT NUMBER: 20200781 ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of the Fairhope Subdivision Regulations and to all other rules, regulations, laws, and ordinances applicable to my design. Project Engineer April 15, 2021 Name of Project to which this Certificate Applies: Overland Subdivision Plans which are certified consist of Page _____ thru_____. MAINTENANCE STATEMENT An HOA shall be formed and will be required to maintain any and all stormwater facilities and structures located outside of the publicly accepted right-of-way. Civil --Engineering & Surveying 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 Table of Contents General Information ......................................................................................................................1 Hydraulic Analysis .........................................................................................................................1 Summary of Results .......................................................................................................................2 Water Quality Calculations ..........................................................................................................2 TSS Removal ..................................................................................................................................3 Down Stream Analysis ...................................................................................................................3 Appendix A ....................................................................................................................................... Vicinity & Drainage Maps .................................................................................................... Appendix B ....................................................................................................................................... HydroCAD Report ................................................................................................................. Appendix C ....................................................................................................................................... StormCAD Report Tables ...................................................................................................... Appendix D ....................................................................................................................................... Soil Information ..................................................................................................................... Appendix E ....................................................................................................................................... NOAA Atlas 14 Precipitation Tables .................................................................................... 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 1 | Page PROJECT DESCRIPTION Overland Subdivision includes (61) residential houses located in Fairhope, Alabama. Phase 1 contains 32 lots with approximately 15.80 acres. Phase 2 contains 29 lots with approximately 12.48 acres. The total project site contains approximately 28.28 acres. The site is in Section 14 of Township 6 South, Range 2 East and is on the south side of Baldwin County Hwy-48 (Fairhope Avenue) approximately 0.07 miles east of State Hwy-181. The terrain of the site falls from east to west and discharges into an existing floodway, with elevations ranging from 107 ft to 75 ft. The site is vacant agricultural land consisting of row crops. A map showing the vicinity can be seen in Appendix A. Water will be collected in a series of inlets and underground drainage. The underground drainage will discharge into two (2) proposed wet ponds on the west side of the property before discharging into the floodway. One (1) pond will be constructed for each phase of this development. PROPOSED HYDRAULIC ANALYSIS The SCS method for runoff estimation was used to develop the detention calculations for the project. NOAA has published intensity curves specific to this area and the 2, 5, 10, 25, 50 and 100-year, 24-hour storm events were utilized in the drainage calculations for this site. The existing GIS contours along with field verified elevations for the area are used to determine the size of the drainage basin. A copy of the Drainage Map can be found in Appendix A. The drainage basin area is then plotted on the USDA Web Soil Survey to determine the soil characteristics. Soil surveys are made to provide information about the soils within the drainage area. They include a description of the soil types, their location, and tables that show soil properties and limitations affecting various uses. TR-20 presents a simplified procedure for estimating runoff and peak discharges in small watersheds. Using this procedure, the SCS Curve number method along with the information gained in the soil report, runoff is able to be estimated. The soil information for the site can be found in Appendix D. The time of concentration (Tc) was also necessary for the flow estimate. This value was estimated using the grade change from the most remote point of the drainage area to the location of the proposed inlet or pipe. This grade change and the total travel length can be applied to the Kirpich equation to calculate the time of concentration. The Kirpich equation also utilizes a modifier for surface conditions from 2.0 to 0.20 for natural ground to concrete channels respectively. HydroCAD utilizes the composite runoff curve number and the area of the drainage basin to determine the outflow of the drainage basin. A twenty-four-hour rainfall intensity for a two, five, ten, twenty-five, fifty, and one-hundred-year return storm event was applied to the drainage areas to determine the flow. The software was used to determine the flow exiting the drainage basin and entering the proposed detention pond for pre- and post-development scenarios. HydroCad analysis for the site can be found in Appendix B. StormCAD was used to analyze the closed drainage systems for the proposed project. Curbs and gutters channel storm water from the roadways; the storm water is then collected into wing inlets and yard inlets, which eventually is piped to the proposed stormwater ponds. Pond outfall structures will be installed in the pond and discharge into the existing discharge point at a controlled rate less than the pre-developed rate. StormCAD analysis for the site can be found in Appendix C. According to our post developed calculations, there will be no adverse effects from our development. 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 2 | Page SUMMARY OF RESULTS Analysis determined that the proposed detention pond is adequate to effectively handle and store the peak post-development flows observed during a two, five, ten, twenty-five, fifty, and one-hundred-year return events. Please see HydroCad summary in Appendix B showing the pre-developed flow rates and post- developed flow rates for the 2, 5, 10, 25, 50 & 100-year storm events and the associated high-water elevations. A brief summary of the pre vs. post development discharge rates for the project may be seen below. WATER QUALITY CALCULATIONS PHASE 1: A = Area of the Site = 15.80 acres I = Percentage of Imperviousness = 30.49% P = Rainfall treatment depth = 1.8 inches Rv = Runoff coefficient WQv = Water quality treatment volume Rv = 0.015 + 0.0092I = 0.015 + 0.0092 (30.49) = 0.295 WQv = P * Rv * A/12 = 1.8 inches * 0.295 * 15.80 / 12 = 0.699 ac-ft = 30,454.97 ft 3 The water quality volume is provided within the Wet Pond Storage. The primary overflow orifice for the pond is set at an elevation of 85.00. The volume of the wet pond between an elevation of 81.00 feet and 85.00 feet is approximately 72,245 ft 3 in Phase 1. FLOW RATES (cfs) PRE (ENTIRE SITE)TOTAL DISCHARGE HW (POND 1)HW (POND 2) 2 YEAR 37.38 20.60 -- 5 YEAR 58.06 32.99 -- 10 YEAR 78.78 45.53 -- 25 YEAR 112.19 65.46 87.67 82.67 50 YEAR 143.41 83.33 -- 100 YEAR 176.30 116.51 88.68 84.05 POND TOP --90.00 85.00.. 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 3 | Page PHASE 2: A = Area of the Site = 12.48 acres I = Percentage of Imperviousness = 14.06% P = Rainfall treatment depth = 1.8 inches Rv = Runoff coefficient WQv = Water quality treatment volume Rv = 0.015 + 0.0092I = 0.015 + 0.0092 (14.06) = 0.144 WQv = P * Rv * A/12 = 1.8 inches * 0.144 * 12.48 / 12 = 0.269 ac-ft = 11,742.38 ft 3 The water quality volume is provided within the Wet Pond Storage. The primary overflow orifice for the pond is set at an elevation of 80.00. The volume of the wet pond between an elevation of 76.00 feet and 80.00 feet is approximately 7,405 ft 3. The remaining water quality volume is accounted for in Phase 1. TSS REMOVAL The total suspended solids will be treated by the two wet ponds. Per the Subdivision Regulations, wet ponds have an 80% TSS removal efficiency. DOWNSTREAM ANALYSIS The site discharges into a natural floodway that leads to Cowpen Creek. At the point where the run-off from our site enters the existing draw, the upstream drainage basin is approximately 398.40 acres. Our site is approximately 28.28 acres. Our site is 7.09% of the drainage basin at that point, which is less than 10%, which is the typical threshold for downstream analysis. 1-L NEEL-SCHAFFER engineers planners surveyors .... -Solutions you can build upon Apri l 20, 2021 Mr. Hunter Simmons Plannin g and Zoning Manager 16 1 North Section Street Fairhope, Alabama 36532 Re: Drainage Review from Resubmittal-Overland Subdivision Phases I and 2 SR 181 Dear Mr. Simmons: environmental scientists landscape architects We have reviewed the drainage from lates t resu bmittal of the site plans submittal for the above referenced property. A ll the comments from our letter dated April 5 , 2021 have been addressed and we do not have any additional comments. Please feel free to give us a call if you ha ve any questions . Sincerely, 9lce::___ John Cameron, P.E. Senior Project Manager 851 -East 1-65 Service Road South, Suite 1000, Mobi l e, AL 36606 251.471.20 00, Fax 251.471.5997 DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACTPRODUCERNAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: PRODUCER CUSTOMER ID #: INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDL SUBRINSR POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITSPOLICY NUMBERLTR (MM/DD/YYYY) (MM/DD/YYYY)INSR WVD GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY $PREMISES (Ea occurrence) CLAIMS-MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER:PRODUCTS - COMP/OP AGG $ PRO-$POLICY LOCJECT COMBINED SINGLE LIMITAUTOMOBILE LIABILITY $(Ea accident) ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $(PER ACCIDENT)HIRED AUTOS $NON-OWNED AUTOS $ UMBRELLA LIAB EACH OCCURRENCE $OCCUR EXCESS LIAB CLAIMS-MADE AGGREGATE $ $DEDUCTIBLE $RETENTION $ WC STATU- OTH-WORKERS COMPENSATION TORY LIMITS ERAND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $N / AOFFICER/MEMBER EXCLUDED? (Mandatory in NH)E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMIT $DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORDACORD 25 (2009/09) OP ID: RS 05/11/2020 ALABAMA INSURANCE EXCHANGE 2032 VALLEYDALE ROAD BIRMINGHAM, AL 35244 A. RONALD SIMPSON SECIV-1 S.E. CIVIL, LLC. LARRY SMITH 880 Holcomb Blvd., Unit 2-F FAIRHOPE, AL 36532 COLONY SPECIALTY INS. CO.39993 THE HANOVER INSURANCE GROUP 22292 B PROFESSIONAL LIAB LHA H257800 00 04/30/2020 04/30/2021 EACH CLM 1,000,000 AGGREGATE 2,000,000 CIVIL ENGINEERING SERVICES & SURVEYING SERVICES CITYFAI CITY OF FAIRHOPE 555 N. Sections Street FAIRHOPE, AL 36532 ACORD'" I ~ I '--- '---□ □ '--- '--- '--- n n n '--- '--- '--- '--- '--- '--- '---H '--- I I l □ I 880 Holcomb Blvd, Suite 2F Fairhope, Alabama 36532 251-990-6566 March 23, 2021 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, AL 36532 Re: Overland Subdivision – Traffic Letter Dear Hunter: This letter is to serve as back up information as to why a Traffic Impact Study is not warranted for this project. According to the subdivision regulations a traffic impact study is required if a project will increase the average daily traffic by 1,000 trips or generate 50 trips or more during any peak hour period. Attached is the ITE Trip Generation Report. The proposed development will consist of 61 residential units that is targeted towards a 50+ demographic. According to ITE single family residential for 50+ falls under code 251. When plugging 61 SFR lots into the ITE Trip Generation Report, we come up with 226 daily trips and 16 peak hour trips. This does not meet the threshold for a traffic study. Please refer to the attached ITE Trip Generation Report. If you have any questions, please let me know. Sincerely, Larry Smith, PE larry@secivil.pro    850.435.9367  |  1300 West Government Street  |  Pensacola, Florida 32502  |  www.biome.co  September 2, 2020    Joe Everson  c/o Terra Core Development  29891 Woodrow Lane, Suite 300  Spanish Fort, AL 36527  john@terracoredev.com  joe@terracoredev.com    Re:   Wetland Delineation – County Rd 48, +/‐ 29.99 acres  Baldwin County Parcel: 46‐06‐14‐0‐000‐002.000    Dear Mr. Everson:    Biome Consulting Group, LLC (Biome) has completed a jurisdictional wetlands and waters assessment  of the above referenced property.  Our wetland assessment included an analysis of vegetative cover  and makeup, wetland hydrology indicators and hydric soil indicators in accordance with federal, Army  Corps of Engineers (COE), procedural guidelines.      The site was found to contain approximately 5.11‐acres of wetlands within the jurisdiction of federal  agencies.  The jurisdictional boundaries were alphanumerically flagged with pink surveyor’s tape,  located via Trimble Geo7x GPS, and is depicted on the enclosed map using ArcMap 10.5 software.  The  following is a brief, technical summary of our findings relative to the regulatory agencies’ potential  involvement with this property:     U.S. ARMY CORPS OF ENGINEERS    Technical guidelines outlined in the US Army Corps of Engineers Wetlands Delineation Manual (1987)  were applied in the field for determining the presence and location of jurisdictional wetlands on the  above  referenced  lot.    The  on‐site  reconnaissance  was  conducted  by  walking  multiple  transects  throughout the lot.  The following technical details support our location of the jurisdictional boundary:    1. General Observations: The site is a parcel adjacent to a residential subdivision and undeveloped  areas;    2. Vegetation:  The upland area is dominated longleaf pine, live oak, water oak, tung tree, bracken  fern, and ebony spleenwort, and the wetland area is dominated by sweetbay magnolias, swamp  gum, sweetgum, tung tree, netted chain fern, and cinnamon fern;    3. Soils:  According to the NRCS soil map, the peri‐jurisdictional area is underlain by Bibb (hydric),  Magnolia (non‐hydric), Norfolk (non‐hydric), Grady (hydric), Faceville (non‐hydric), and Dorovan  Consulting Group    850.435.9367  |  1300 West Government Street  |  Pensacola, Florida 32502  |  www.biome.co  (hydric), which was confirmed by on‐site soil pit excavation. The A5 Stratified Layers indicator was  present below the jurisdictional boundary and absent above;    4. Hydrology: Indicators of wetland hydrology observed on site include buttressing and rack debris.    All of the parameters necessary for the COE to exert jurisdiction were present in that portion of the  property  identified  as  wetland.    Section  404  of  the  Clean  Water  Act  (33  USC  1344)  requires  authorization from the Secretary of the Army, acting through the COE, for the discharge of dredged or  fill material into all waters of the United States, including wetlands.  Discharges of fill material generally  include, without limitation: placement of fill that is necessary for the construction of any structure, or  impoundment requiring rock, sand, dirt, or other material for its construction; site‐development fills  for recreational, industrial, commercial, residential, and other uses; causeways or road fills; dams and  dikes; artificial islands; property protection or reclamation devices such as riprap, groins, seawalls,  breakwaters, and revetments; beach nourishment; levees; fill for intake and outfall pipes and sub‐ aqueous utility lines; fill associated with the creation of ponds; and any other work involving the  discharge of fill or dredged material. A COE permit is required whether the work is permanent or  temporary.     The basic premise of the dredge and fill program is that no discharge of dredged or fill material may be  permitted if: (1) a practicable alternative exists that is less damaging to the aquatic environment or (2)  the nation’s waters would be significantly degraded.   What this means is when you apply for a permit,  you must show that you have, to the extent practicable:     Reasonably avoided all wetland impacts;   Minimized potential impacts on wetlands; and    Provide compensation for any remaining unavoidable impacts.    CONCLUSION    Based on our thorough assessment, we have concluded that 24.88‐acres of the target property is  upland with 5.11‐acres of wetlands and other waters within the jurisdiction of the COE. Any proposal  to develop the wetland portion of the property will require permits from the agency.  We note that  these calculations are based on an inspection boundary approximated from the county property  appraiser  depiction  of the  property  boundary.    An  actual  boundary survey  may  result  in  slightly  different calculations.      A wetland delineation performed by an ecological consultant represents the professional opinion of  the scientist that performed the work. Only the regulatory agencies can establish a legal and binding  jurisdictional boundary. Such can be obtained by submitting a permit application and waiting several  months for processing. For the purposes of local government permitting (e.g. building permit) this  letter should suffice.     This report is intended for the sole use by the above listed addressee. Its contents may not be relied  upon by other parties without the written consent of Biome Consulting Group.     850.435.9367  |  1300 West Government Street  |  Pensacola, Florida 32502  |  www.biome.co  This concludes our assessment of the target property. If you re quire additional information, assistance,  or clarification, please give us a call at 850.435.9367. We look forward to being of assistance to you in  the future.  Sincerely,  Biome Consulting Group  Sean O’Toole  Ecological Consultant  Partner  2238.013 Co Rd 48  Attachment: Wetland Jurisdiction Map   COUNTY RD 48 RIVER MILL DRSTEEL CREEK CT . THIS IS NOT A SURVEY WETLAND JURISDICTION MAPBALDWIN COUNTYCOUNTY RD 4846-06-14-0-000-002.000 :KsZ^KE APPROXIMATE ACREAGES UPLANDS : 24.88-ACRES WETLANDS : 5.11-ACRES 2235.013 CBO 9/1/2020 0 200100 Feet LEGEND INSPECTION BOUNDARY UPLANDS WETLANDS t:J CJ ~ Consulting Group IJOO Wf'St Government Sr. Pensa<olo. Fl. 31502 850.435.9367 www.b,ome.co 880 Holcomb Blvd, Ste 2F Fairhope, Alabama 36532 251-990-6566 March 23, 2021 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, Alabama 36532 Re: Overland Subdivision, Phase 2– ADEM Letter Dear Hunter: This letter is to acknowledge that we are aware that an ADEM NPDES permit will be required for this project. We respectfully request that we be allowed to provide the ADEM permit at the time of permit submittal. If you have any questions, please let me know. Sincerely, Larry Smith, PE Partner Civil Engineering Surveying 880 Holcomb Blvd, Suite 2F Fairhope, Alabama 36532 251-990-6566 February 23, 2021 Re: Overland Dear Fairhope Resident: The City of Fairhope Resolution No. 2018-03 requires all property owners adjacent to property being considered for development approval to be notified by mail. The Baldwin County Revenue Office provided your information as a current adjacent property owner to the proposed development request described below. 68 V Pay Dirt, LLC is requesting city approval for Overland Subdivision. This development will consist of 61 residential lots. The property is located on the south side of Fairhope Avenue and east of River Mill Subdivision. The parcel number of the property is 05-46-06-14-0-000-002.000. S.E. Civil Engineering will hold a Community Meeting at 12:00 PM at our office at 880 Holcomb Boulevard, Suite 2F, in Fairhope, Alabama, on March 10, 2021. The meeting will be held outdoors to allow for social distancing. In the event of inclement weather, please call our office for an alternative time. Should you have any questions or concerns, please contact me at (251)-990-6566. Sincerely, Larry Smith, PE larry@secivil.pro Civil Engineering & Surveying . / .. 1.,, --. . ~-, .... ___ ------ GRAVELDRIVE1/2" CRS (CA-0951-LS) 1/2"CRF (FAIRHOPE) 1/2"CRF (FAIRHOPE) 1/2"CRF (FAIRHOPE) 1/2"CRF (FAIRHOPE)1/2"CRF(FAIRHOPE) 1/2"CRF (FAIRHOPE) 5/8"CRF (MOORE) 5/8"CRF (MOORE) 5/8"CRF (MOORE) 5/8"CRF (MOORE) 5/8"CRF (MOORE) 5/8"CRF(MOORE) 5/8"CRF (MOORE) 5/8"CRF (MOORE) 5/8"CRF (MOORE) 5/8"CRF (MOORE) 15-1/2"X26" RCAPINV 85.54' 6'X4' GRATE INLETTOP 88.05'(SILTED IN)INV 86.08'22-1/2"X36-1/4" RCAP15-1/2"X26" RCAPINV 85.54' 6'X4' GRATE INLETTOP 88.05'(SILTED IN)INV 86.08'22-1/2"X36-1/4" RCAPOHUL OHUL OHUL OHUL OHUL OHUL OHUL OHULOHULOHUL OHULOHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHUL OHULTELEPHONE05-46-06-14-0-000-001.514 PIN: 15215 FST REWERTS, CURTIS 10563 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-001.514PIN: 15215FST REWERTS, CURTIS10563 CO RD 48FAIRHOPE AL 36532 05-46-06-14-0-000-001.532 PIN: 14410 FST BISHOP, FLOYD A 10681 CO RD 48 FAIRHOPE AL 36532 FST GULLETT, DARRELL W ETUXBRENDA B10685 CO RD 48FAIRHOPE AL 36532 LOT 1FST NOWLIN, KEVIN ETALFORESTER, CATHLEE20307 NORTHWOOD STREETFAIRHOPE AL 36532 LOT 16 FST JORDAN, THOMAS M ETUX JUDI A 20310 NORTHWOOD ST FAIRHOPE AL 36532 05-46-06-14-0-000-001.512PIN: 15180FST LAMBERT VENTURES L L C11623 HALCYON LOOPDAPHNE AL 36526 FST R M DEVELOPMENT CORPORATION C/O CRAIG DYAS23210 US HWY 98FAIRHOPE AL 36532 05-46-06-14-0-000-001.621 PIN: 202834 FST BISHOP, WILLIAM AUSTIN ETAL ARNOLD, 10681 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-003.000PIN: 17023GRANT, CHAS W & GAYNELL B10722 CO RD 48FAIRHOPE AL 36532 05-46-06-14-0-000-014.007 PIN: 121344 WILLIAMS, JAMES W C/O FARMER, ELLA PO BOX 226 FAIRHOPE AL 36533 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 FST RIVERSTATION PROPERTY OWNERS ASSOCIA 407 POMELO ST FAIRHOPE AL 36532FST RIVERSTATION PROPERTYOWNERS ASSOCIA PARCEL "A"FST RIVER MILL HOMEOWNER'SASSOCIATION IP O BOX 167FAIRHOPEAL 36533LOT 1 LOT 7LOT 6 FST ELLIS, CHRISTOPHERETAL ACKERMAN, TH14-A TWIN ECHO CTFAIRHOPEAL 36532PARCEL "C"FST RIVER MILL H.O.A.ZONING: R-3RIVER MILL (SLIDE 1541-B)xxxxxxxxxxxxxxxxxxDumpster 35'75'75'min.30.0' min.20.0'min.34" 30" 38"36"24" 48" 30"42" 28" 36" 48" 48" 56" 26" 26"20" 24"24" 48" 20" 24" 39" 30" 38" 34" 26" 26" 26" 54"38" 48" 36" 20" 20" 24"20"24" 22"38" 34" 34" 24' 48" 20" 52" 48"38" 24" 20"20"20"20"24"38" 24 24" 28"30" 27"26" 36" 18" 36" 28" 36" 40" 10"10" TOP 87.89' INV 80.48' 10"10" TOP 88.45' INV 79.99' 10" S S S S S TOP 85.96 INV 80.41 TOP 88.4 INV 82.5 TOP 104.2 INV 93.7 GV 878889909192939495969899100101102103101 102 100999798959 6 979892 93 94 99100101102103 1051041 0 5 104103102969 7 989910010190919293 9 4 858687888 5 8 6 8 7 8 8 8 9 9 0 919294959698991001019 2 93 949596979899100101103104 101 102 103 97 98 99 100 888990919293949 5 96 97 9 1 9 2 9 3 94 95828384858687888992838 4 8 5 8 6 8 7 88 89 90 91 93 94 95 96 97 98 99 100 101 102 104 1051061 0 7105106 10789 909192 93940.2 AC "X" UN S H A D E D "AE""AE""X" UNSHADED"X " UNSHADED "AE "F L O O D W A YF L O O D W A Y 83 FT. 84 FT.85 FT."X" UNSHADED"AE"30 FT. WETLAND BUFFER30 FT . WETLAND BUFFER30 FT. WETLAND BUFFER30 FT. WETLAND BUFFER20 FT. BUFFER LOT 622.42 AC Mail Bench 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Park 23 242526 28 29 3 0 31 3233343536 37 38 39 40 41 4243444546 47 48 49 50 51 5253545556 57 58 59 60 61 OVERLANDDRIVE50 FT. R/WFERDINAND AVE.50 FT. R/W HUDSON LOOP 50 FT. R/W MERIWETHER CT.50 FT. R/W HUDSON LOOP 50 FT. R/W 27 10 FT. BUFFER10 FT. BUFFER15 FT. COMMON AREA 20 FT. BUFFER 15 FT. COMMON AREA 20 FT. BUFFER20 FT. BUFFER 10 FT. BUFFERMIN. 10 FT. BUFFERSHALL BE MAINTAINEDHUDSON LOOP40 FT. R/WRIVER MILL DR 60 FT. R/W STEEL CREEK CT 50 FT. R/W BALDWIN CO. HWY 48 (A.K.A FAIRHOPE AVE.) 80 FT. R/W NORTHWOODST.RIVERMILL DR.I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. COMMENCE AT A RAILROAD SPIKE AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 SOUTH RANGE 2 EAST, BALDWIN COUNTY, ALABAMA, AND RUN THENCE SOUTH 00 DEGREES 20 MINUTES 38 SECONDS WEST, A DISTANCE OF 40.00 FEET TO A CAPPED REBAR (FAIRHOPE) ON THE SOUTH RIGHT-OF-WAY OF FAIRHOPE AVENUE, SAID POINT ALSO BEING THE NORTHEAST CORNER OF RIVER MILL UNIT 1, AS SHOWN BY MAP OR PLAT THEREOF RECORDED AT SLIDE 1541-B, BALDWIN COUNTY PROBATE RECORDS,FOR THE POINT OF BEGINNING; CONTINUE THENCE SOUTH 00 DEGREES 20 MINUTES 38 SECONDS WEST, ALONG THE WEST LINE OF SAID RIVER MIL UNIT 1, A DISTANCE OF 532.55 FEET TO A CAPPED REBAR (MOORE); THENCE RUN SOUTH 00 DEGREES 22 MINUTES 09 SECONDS WEST, CONTINUING ALONG SAID WEST LINE OF RIVER MILL, A DISTANCE OF 751.65 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN SOUTH 89 DEGREES 43 MINUTES 52 SECONDS EAST, A DISTANCE OF 1041.41 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN NORTH 00 DEGREES 19 MINUTES 01 SECONDS EAST, A DISTANCE OF 1285.40 FEET TO A CAPPED REBAR (FAIRHOPE) ON THE AFOREMENTIONED SOUTH RIGHT-OF-WAY OF FAIRHOPE AVENUE; THENCE RUN NORTH 89 DEGREES 47 MINUTES 51 SECONDS WEST, ALONG SAID SOUTH RIGHT-OF-WAY, A DISTANCE OF 1040.47 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 30.70 ACRES, MORE OR LESS. ______________________________________ DAVID E DIEHL AL. P.L.S. NO. 26014 DATE SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL. B AAMALA H LD E.D IEDAVI NO.26014LDESNECIPROFESSIONAL UR E YV O RSLAND Civil (251) 990-6566 880 HOLCOMB BLVDFAIRHOPE, AL 36532 Engineering & Surveying OWNER DEVELOPER: SPANISH FORT AL 36527 68V PAYDIRT, LLC29891 WOODROW LANE, SUITE 300 PARCEL NO: 05-46-06-14-0-000-002.000 45% 1,600 SF 30 FT 7,087 SF NONE 61 3,468 LF CITY OF FAIRHOPE CITY OF FAIRHOPE BALDWIN EMC AT&T 30.70 AC 11,338 SF 6,500 SF 25 FEET 25 FEET 5 FEET 20 FEET REQUIRED SETBACKS: ELECTRIC SERVICE: TELEPHONE SERVICE: S.F. LOTS: LIN. FT. STREETS: CURRENT ZONING: REAR: WATER SERVICE: SEWER SERVICE: SIDE STREET: FRONT: TOTAL AREA: COMMON AREAS: LARGEST SF LOT: SMALLEST LOT: SITE DATA AVG LOT: MAX BLDG HEIGHT: MAX COVERAGE: MINIMUM HOUSE: (PRINCIPAL STRUCT) P.U.D.PROPOSED ZONING: 6,500 SFMINIMUM LOT: 16M.F. UNITS: 77TOTAL UNITS: 2.51 / AC.DENSITY: 2.42 AC (T.H. PARCEL)LARGEST LOT: 14.89 AC (49%) SIDE: ROBERTA U. HARRIS, STEPHEN JOHN URBANEK II, AND MARGARET URBANEK DUNNAM 10824 U.S. HWY 98 FAIRHOPE AL 36532 LAND USE PERCENTAGES Single Fam. (Residential) Townhome (Residential) Wetlands Ponds Upland Open Space Buffers T O T A L 13.55 Ac 0.85 Ac 5.16 Ac 1.5 Ac 8.57 Ac 1.07 Ac 30.7 Acres 44% 3% 17% 5% 28% 3% 100% PROPERTY LIES IN FLOOD ZONE "X", "X-SHADED", "AE" AND A FLOODWAY AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER 01003C0664M, COMMUNITY NUMBER 015000, PANEL 0664, SUFFIX "M", DATED APRIL 19, 2019. FLOOD STATEMENT 13 13 46 30 Church Shore Eastern Church Fairhope CemeteryFriends alocasneP 22 14 1211 10 104 181 GREEN SPACE DENSITY CALCULATION 30.70 TOTAL GROSS ACRES -11.19 R.O.W., DETENTION & WETLANDS 19.51 ACRES 77/19.51 = 3.94 UNITS PER ACRE (G.S. DENSITY) 15% REQUIRED (4.61 AC.) QUALIFYING GREEN SPACE CALCULATION 8.57 UPLAND AREAS 0.45 30% OF PONDS 9.02 TOTAL ACRES (29.4% OF TOTAL SITE) N 0 50 100 200 100 SCALE TYPICAL LOT 50'130'25'BSL 25'BSL5'BSL5'BSL40'x80' Pad OVERLAND A PLANNED UNIT DEVELOPMENT SURVEYOR'S CERTIFICATE VICINITY MAP 1" = 1 MILE SITE ' ' '---~-------\------''. 01-13-Z.021 OverlandSubdivision Community Meeting Meeting Notes Meeting Date: March 10, 2021 Meeting Time: 12:00 PM Meeting Location: SE Civil, LLC 880 Holcomb Blvd Suite 2F Fairhope, AL 36532 Hosted By: Larry Smith, PE, S.E. Civil In AttendanceLarry Smith, PE, Megan Smith, Administrative Assistant with SE Civil, LLC. Sam Kearns with TerraCore, LLC, was also in attendance. No adjacent property owners or citizens from the community were present. The current property owners, Stephen J. Urbanek and Roberta Harris were in attendance.The property belonged to their father. Please see attached sign-in sheet. Larry Smith, the civil engineer, began the meeting by explaining the purpose of the community meeting and then gave an overview of the MOP project. He explained that it the subdivision would consist of 61 residential lots that would be built in two phases. The amenities of the neighborhood would include a walking trail around a wet pond. The trail and boardwalk will be built with a low impact to the wetlands. It will be built with handwork only, no large pieces of equipment will disturb the wetlands. The project will follow the City of Fairhope storm water regulations. Mr. Urbanek and Ms. Harris shared that they have requested that the developer honor their father by naming something after their father (i.e. bridge or cabana). Larry ended the meeting at 12:20 when all of the attendees’ questions had been answered. Larry thanked them for attending the meeting. He offered for them to reach out via phone or email if they thought of any more questions. Next Steps:xCity of Fairhope Planning Commission will present the Subdivision application on Monday, May 3, 2021 at 5 PM. Attachment:xSign In Sheet Civil Engineering & Surveying OverlandPropertySignatureEmailAddressBARBER,NATHANALANETALBARBER,SHE20234RIVERMILLDRFAIRHOPE,AL36532BISHOP,FLOYDA10681CORD48FAIRHOPE,AL36532BISHOP,WILLIAMAUSTINETALARNOLD10681CORD48FAIRHOPE,AL36532BURROUGHS,SHANNON20294RIVERMILLRDFAIRHOPE,AL36532COX,NATHANWETALCOX,CLARA20258RIVERMILLDRFAIRHOPE,AL36532DORRIS,ROSSANDWIGGINSLLC161CLUBHOUSECIRFAIRHOPE,AL36532DILLON,JOSHUALEEETALDILLON,MERE20367RIVERMILLDRFAIRHOPE,AL36532ELLIS,CHRISTOPHERETALACKERMAN,TH10462STEELCREEKCTFAIRHOPE,AL36532 OverlandFELTUS,HANNAHM20318RIVERMILLDRFAIRHOPE,AL36532FISHER,CATHERINEL20222RIVERMILLDRFAIRHOPE,AL36532GRANT,CHASW&GAYNELLB10722CORD48FAIRHOPE,AL36532GULLETT,DARRELLWETUXBRENDAB10685CORD48FAIRHOPE,AL36532HARRIS,ROBERTAUETALURBANEK,STEPHEN10824USHWY98FAIRHOPE,AL36532HILBERT,JEANNECLAIREMILLER12050LAZARILANEDAPHNE,AL36526KLEIN,BRUCEMICHAEL19600JACKSONLANESILVERHILL,AL36576LAMBERTVENTURES,LLC11623HALCYONLOOPDAPHNE,AL36526 OverlandPropertySignatureEmailAddressNOWLIN,KEVINETALFORESTER,CATHLEE20307NORTHWOODSTFAIRHOPE,AL36532POLITO,DANIEL20342RIVERMILLDRFAIRHOPE,AL36532REWERTS,CURTIS10563CORD48FAIRHOPE,AL36532RIVERMILLHOMEOWNER'SASSOCIATIONIPOBOX167FAIRHOPE,AL36532RIVERSTATIONPROPERTYOWNERSASSOCIATION407POMELOSTFAIRHOPE,AL36532RMDEVELOPMENTCORPORTAITONC/OCRAIGDYAS23210USHWY98FAIRHOPE,AL36532SCHILING,MICHAELPATRICKETALSCHIL20306RIVERMILLDRFAIRHOPE,AL36532SCOVIL,PAMELAETALSCOVIL,BROOKE20282RIVERMILLDRFAIRHOPE,AL36532 Overland Adjacent Property Owners Parcel Number Pin Owner Name Address City State Zip 05-46 -06-14-0-000-001. 53 2 14~10 FST BISHOP, FLOYD A 10681 CO RD 48 FAIRHOPE AL 36532 05-46 -06-14-0-000 -001.512 15 180 FST LAMBERT VENTURES LL C 11623 HALCYON LOOP DAPHNE AL 36526 05 -46-06-14-0 -000-001 .514 15215 FST REWERTS, CURTIS 10563 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0 -000-001.514 15215 FST REWERTS, CURTIS 10563 CO RD 48 FAIRHOPE AL 36532 05-46-06 -14-0-000-003 .000 17023 GRANT, CHAS W & GAYNELL B 10722 CO RD 48 FAIRHOPE AL 36532 05-46-06 -14-0-000-002 .000 43640 HARRIS, ROBERTA U ETAL URBANEK, STEPHEN 10824 US HWY 98 FAIRHOPE AL 36532 05-46-06-14-0-000-001.574 121331 FST GULLETT, DARRELL W ETUX BRENDA B 10685 CO RD 48 FAIRHOPE AL 36532 05-46-06-14-0-000-014 .007 121344 WILLIAMS, JAMES W C/0 FARMER, ELLA PO BOX 226 FAIRHOPE AL 36533 05-46-06 -14 -0-000 -001.621 202834 FST BISHOP, WILLIAM AUSTIN ETAL ARNOLD, 10681 CO RD 48 FAIRHOPE AL 36532 05-46-06 -14-0-000-001. 63 6 208401 FST KLEIN, BRUCE MICHAEL 19600 JACKSON LANE SILVERHILL AL 36576 05 -46-06-14-0-000-001. 643 214138 FST GULLETT, DARRELL W ETUX BRENDA B 10685 CO RD 48 FAIRHOPE AL 36532 05-46 -06 -14-0-000-001. 604 202737 FST FISHER, CATHERINE L 20222 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001 . 605 202738 FST BARBER, NATHAN ALAN ETAL BARBER, SHE 20234 RIVER MILL DR FAIRHOPE AL 36532 05-46 -06 -14-0-000-001. 606 202739 FST DORRIS, ROSS AND WIGGINS LL C 161 CLUBHOUSE CIR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 607 202740 FST COX, NATHAN W ETAL COX, CLARA 20258 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14 -0-000-001 . 608 202741 FST SLOAN, STEVEN D 372 PECAN AVE FAIRHOPE AL 36532 05-4 6-06 -14-0-000-001 . 609 202742 FST SCOVIL, PAMELA ETAL SCOVIL, BROOKE 20282 RIVER MILL DR FAIRHOPE AL 36532 05 -46-06-14-0-000-001. 610 202743 FST BURROUGHS, SHANNON 20294 RIVER MILL RD FAIRHOPE AL 36532 05 -46-06-14-0-000-001. 611 202744 FST SCHILi NG, MICHAEL PATRICK ETAL SCHIL 20306 RIVER MILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 612 202745 FST FELTUS, HANNAH M 20318 RIVER MILL DR FAIRHOPE AL 36532 05-46-06 -14-0-000-001. 613 20 2746 FST HILBERT, JEANNE CLAIRE MILLER 12050 LAZZARI LANE DAPHNE AL 36526 05-46-06-14-0-000-001. 614 202747 FST POLITO, DANIEL 20342 RIVER MILL DRIVE FAIRHOPE AL 36532 05-46-06-14-0-000-001. 615 202748 FST RIVER MILL HOMEOWNER'S ASSOCIATION I PO BOX 167 FAIRHOPE AL 36533 05 -46-06-14-0-000-001.575 202709 FST RM DEVELOPMENT CORPORATION C/0 CRAIG DYAS 23210 U S HWY 98 FAIRHOPE AL 36532 05-46-06-14-0-000-001. 5 76 202710 FST RIVER MILL HOMEOWNER'S ASSOCIATION I PO BOX 167 FAIRHOPE AL 36533 05-46-06-14-0 -000-001 .583 2027 17 FST ELLIS, CHRISTOPHER ETAL ACKERMAN, TH 10462 STEEL CREEK CT FAIRHOPE AL 36532 05-46-06 -14-0-000-001.584 202718 FST DILLON, JOSHUA LEE ETAL DILLON, MERE 20367 RIVERMILL DR FAIRHOPE AL 36532 05-46-06-14-0-000-001. 802 261658 FST RIVERSTATION PROPERTY OWNERS ASSOCIA 407 POMELO ST FAIRHOPE AL 36532 05-46-06-14-0-000-001.803 261659 FST NOWLIN, KEVIN ETAL FORESTER, CATHLEE 20307 NORTHWOOD STREET FAIRHOPE AL 36532 A. Hanks, MMC VIA E-MAIL ATTACHMENT April 7, 2021 Larry Smith SE Civil, LLC 880 Holcomb Blvd, Suite 2F Fairhope, Alabama 36532 SD 21.23 Overland Subdivision, Phase 2 Preliminary Plat Approval Dear Mr. Smith, This review package is derived from various components of the City of Fairhope Zoning Ordinance, City of Fairhope Subdivision Regulations, and/or staff recommendations. Staff has reviewed the subject application to determine if the application meets all the requirements of the City of Fairhope Subdivision Regulations. Listed below you will find staff's comprehensive review of items derived from the checklist for the various requirements of the above-referenced submission. Missing or outstanding items, or items requiring revision and resubmission are further described below. The following non-exhaustive list summarizes the outstanding items requiring revision and resubmission or follow-up infonnation for the subject application: • Please provide a no-rise certification for the pedestrian bridge crossing the floodway. • Preliminary plats depict a "10' common area" abutting the adjacent property to the east, whereas the PUD identifies it as a "10 buffer". Please revise preliminary plats to reflect the approved 10' buffer as depicted on the PUD site plan. • Need conformation from Baldwin County Highway Department that they will accept the sidewalks in the right-of-way. • All plans and plats need to reflect changes made by withdrawing the minor subdivision. (Ex Phase I shows "future development" but that is not a separate lot thus the boundary line should be removed). • Need to submit a plan that shows the flood zones and the wetlands with the sidewalks and trails overlaid so we can verify they are not located within the floodway. • All notes on the PUD must reflect the preliminary plats Phase I and Phase IL • Add a note on the plat stating "shall be built in substantial compliance with the PUD approval case ZC 21.01". • Please provide construction details for mulch path. • Revise plat to depict a note stating trails and boardwalks in the preserved area shall be constructed in the first phase of construction. • The PUD site plan illustrates there is 9.02 total acres of green space. The preliminary plats for Phase I and Phase II combined are a half-acre short of the 9.02 acres total. Please clarify where the remaining green space is located. Karin Wilson Mq)',Y Council Jfrmbo:c; Ke1·in G. Boone Roben /\.. Brown Jack Burrell, /1C~10 Jimmy Conyers Jay Robinson Lisa A. Hanks. MMC oo Cieri: Kimberly Creech Ci[)' Treasurer I 61 C'Jonh Section Street P.O. Drawer 429 Fairhope, Alabama 36533 251-928-2136 251-928-6776 Fax 11w11·.fairhopeal.go1· October 22, 2020 SE Civil Engineering Ms. Stephanie Diehl 880 Holcomb Blvd, Suite 2F Fairhope, AL 36532 Dear Ms. Diehl, Regarding your availability request for the Overland Subdivision. Electric: Is not available through the City of Fairhope. Gas: Gas services could be available, but the developer would be responsible for installation of the gas main. Likewise, we will only connect if it meets load requirement. We do, however, reserve the right to charge for services that will only connect non- essential gas loads, such as fire logs and/or barbeque grills. Water: Is available through the City of Fairhope. Sewer: Is available through the City of Fairhope, however infrastructure upgrades will be required at the cost of the developer/owner. Sincerely, Michael Allison Operations Director City of Fairhope, AL Michael.Allison@fairhopeal.gov cc Jason Langley, Superintendent, Water and Wastewater Department cc Terry Holman, Superintendent, Gas Department cc: Jeremy Morgan, Superintendent, Electric Department October 26, 2020 David E. Diehl, PLS S.E. Civil, LLC 880 Holcomb Blvd. Suite 2-F Fairhope, AL 36532 Re: Overland Subdivision (63 lots – 62 S.F. lots and 16 M.F. units on 1 lot) Dear Mr. Diehl: This letter is to confirm that the referenced development is in Baldwin E.M.C.’s service territory. Baldwin EMC is willing to service the development as long as the necessary easements are granted using our standard easement form and all other appropriate documents and fees are finalized in advance. Baldwin EMC must be given proper notice and planning time with respect to required system upgrades (transmission line, substation and distribution line). All system upgrades and line extensions will be in accordance with Baldwin EMC’s current Line Extension Policy. Please contact me to discuss necessary easements and fees. Below is our typical required easements for subdivisions wanting underground power: There is a dedicated herewith a 10 foot utility easement on all lot lines and common areas adjacent to the right-of-ways and a 5 foot utility easement on each side of lot and common area lines, unless otherwise noted. If you have any questions or if I can be of further assistance, please do not hesitate to contact me at 251-989-0151. Sincerely, Brian Seals Manager of Engineering BS/ss BALDWIN EMC Your Touchstone En ergy' Coopcrarivc ~ -P.O. Box 220 Summerdale, AL 36580-0220 (251) 989-6247 www.baldwinemc.com ATO 2155 OLD SHELL RD Suite MOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.com ATO 2155 OLD SHELL RD Suite MOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.com October 23, 2020 David Diehl S. E. Civil Engineering 880 Holcomb Blvd. Fairhope, Alabama 36532 RE: Overland Subdivision Dear Mr. Diehl: This letter is in response to your request for information on the availability of service at the above proposed Overland Subdivision by AT&T. This letter acknowledges that the above referenced subdivision is located in an area served by AT&T. Any service arrangements for the subdivision will be subject to later discussions and agreements between the developer and AT&T. Please be advised that this letter is not a commitment by AT&T to provide service to the Overland Subdivision. Please contact me at the phone number included in this letter with any questions. Thank you for contacting AT&T. Sincerely, Wade Mitchell MGR OSP Planning & Engineering Design 880 Holcomb Blvd, Ste 2F Fairhope, Alabama 36532 251-990-6566 March 23, 2021 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, Alabama 36532 Re: Overland Subdivision, Phase 2 Dear Hunter: Attached is a Preliminary Plat submittal for the above referenced project. The parcel in question is located on CR 48, just east of River Oaks Subdivision. Below is a list of the items being submitted with this application: 1. Application w/ Articles of Organization 2. Agent Authorization 3. Preliminary Plat Checklist 4. Adjacent Property Owners & Certification 5. Preliminary Plat (2 copies) 6. Site Improvement Plans (2 copies) 7. BMP Plan (Stand Alone) 8. Landscaping, Tree Removal & Protection Plan 9. Errors and Omissions Insurance Certificate 10. Aerial with Topographic Overlay 11. Flow Modeling Letter 12. Traffic Letter 13. Utility Availability Letters 14. Community Meeting Documents 15. Drainage Plan 16. O & M Plan 17. ADEM Letter 18. Wetland Delineation 19. Check for Application Fee If you have any questions, please let me know. Sincerely, Larry Smith, PE larry@secivil.pro Civil Engineering Surveying PLAINVIEWDRMOSLEY RD STATE HWY 104 SHADYGROVE LNBEASLEYLNLAWRENCE RDCOUNTRYWOODS DRREZNER CT LAWRENCERDDICK HIGBEE RDCOUNTY RD 27City of FairhopePlanning Commission May 3, 2021 ¯COUNTY RD 27SD 21.25 Fairhope Landing Legend bc_base.GIS1.bc_base_GIS1_Planimetric_centerlines_96 COF Corp. Limits PUD - Planned Unit Development R-1 - Low Density Single-Family R-2 - Medium Density Single-Family COF Planning Jurisdiction ¯ ¯ ^ Project Name: Fairhope Landing Site Data: 12.44 acresProject Type: 2-Lot Minor SubdivisionJurisdiction: Fairhope Planning JurisdictionZoning District: UnzonedPPIN Number: 15491General Location: east side of State Highway 181 approximately ¼ mile south of State Highway 104Surveyor of Record: SE CivilEngineer of Record: SE CivilOwner / Developer: FST, Provision Investments, LLCSchool District: Fairhope East, Middle and High Schools Recommendation: Approved w/ ConditionsPrepared by: Mike Jeffries ORGANIZER: The name and mailing address of the Organizer of the Company, who has been authorized to execute this document in connection with the formation of the Company, is as follows: Leo L. Crain, Esq 103 Clubhouse Drive Fairhope,Al.36532 ARTICLE SIX ADDITIONAL MEMBERS: The initial members of the Company may admit additional members at such times and upon such terms and conditions as may be mutually agreed by the Company and the additional members. ARTICLE SEVEN DISSOLUTION OF THE COMPANY: The legal existence and business of the Company may be continued by_ the written consent of all the remaining members within 90 days after an event of dissociation of a member. ARTICLE EIGHT MANAGEMENT: The Company shall be managed by one (1) or more Managers. The names and mailing addresses of the ~tial Managers who shall serve until their successors are elected and begin serving are as follows: GeoffLane 105 Willow Lake Drive F~rhope, AL 36532 The manager(s) of the Company shall have exclusive authority to operate the Company and conduct its business and affairs, including but not limited to exclusive authority to (I) execute binding contracts and acquire and convey assets in the name of the Company (all such contracts, acquisitions and/or conveyances to be binding upon and enforceable against the Company regardless o('whether such contracts, acquisitions and/or conveyances are, or are not, apparently for the carrying on in the usual way the business of the Company), (II) compensate individuals and/or entities for services rendered to or for the benefit of the 1 SD 21.25 Fairhope Landing Minor Subdivision – May 3, 2021 Summary of Request: Public hearing to consider the request of FST, Provision Investments, LLC for plat approval of Fairhope Landing Subdivision, a 2-lot minor division. The property approximately is 12.44 acres and is located at on the east side of State Highway 181 approximately ¼ mile south of State Highway 104. Comments: The subject property is in Fairhope’s ETJ and therefore must follow Fairhope’s Subdivision Regulations. The proposed subdivision according to Fairhope’s Subdivision Regulations is a minor subdivision and has been reviewed accordingly. The proposed subdivision does not include the building of any infrastructure or improvements therefore a tree protection plan, landscape plan, and other criteria required for a major subdivision is not applicable. The proposed subdivision did not trigger a traffic study. Concerning storm water runoff none of the existing flow patterns will be changed. Water, sewer, and gas services are available through the City of Fairhope. Electrical services shall be provided by Riviera Utilities. AT&T will provide services as well. Flow model data has been submitted by the applicant. The nearest fire hydrant is illustrated on the plat. The preliminary plat illustrates a 2-lot subdivision with both lots having frontage on State Highway 181. In lieu of the installation of sidewalks staff supports noting a 10’ sidewalk easement along the front of lot 1 and lot 2 in accordance with the subdivision regulations. The subdivision regulations contain the following criteria in Article IV.B.2. Approval Standards: “2. Consistency with Plans, Regulations and Laws - The Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a. The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; • Not 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; • Not applicable c. The proposed subdivision is not consistent with these Regulations; • Meets d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or • Meets e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” • Meets Recommendation: Staff recommends APPROVAL of SD 21.25 WITH THE FOLLOWING CONDITION: 1. Add a note indicating a 10’ sidewalk easement along the front lot lines of lot 1 and 2 abutting State Highway 181. ALA HWY. 181 Civil PROVISION INVESTMENTS, LLC (251) 990-6566 880 HOLCOMB BLVDFAIRHOPE, AL 36532 Engineering & Surveying PROJ MGR OFSHEET FILE PROJECT SCALE DED 11 2 LOT SUB 20200643 1"=50' CHKD.DED DRAWN RDC BOUNDARY SURVEY & SURVEYOR'S CERTIFICATE SUBDIVISION 02550 100 50 SCALE SURVEYOR'S NOTES: FAIRHOPE LANDING SUBDIVISION FLOOD CERTIFICATE: LEGEND: LOT 1 CERTIFICATE OF LEASEHOLD OWNERSHIP CERTIFICATE OF NOTARY PUBLIC: CERTIFICATE OF OWNERSHIP CERTIFICATE OF NOTARY PUBLIC: GENERAL NOTES: OWNER FAIRHOPE AL 36532 FAIRHOPE SINGLE TAX CORP.336 FAIRHOPE AVE. PARCEL NO. 05-46-01-11-0-000-001.504 NONE NONE 2 EXIST. CITY OF FAIRHOPE CITY OF FAIRHOPE RIVIERA UTILITIES AT&T 12.44 AC 11.16 AC 1.28 AC 30 FT 30 FT 10 FEET N/A REQUIRED SETBACKS: ELECTRIC SERVICE: TELEPHONE SERVICE: NUMBER OF LOTS: LIN. FT. STREETS: CURRENT ZONING: REAR: WATER SERVICE: SEWER SERVICE: SIDE STREET: SIDE: FRONT: TOTAL AREA: COMMON AREAS: LARGEST LOT: SMALLEST LOT: NONEMINIMUM LOT: LESSEE / DEVELOPER DAPHNE, AL 36526 PROVISION INVESTMENTS, LLC2210 MAIN ST. UNIT H CERTIFICATE OF APPROVAL BY RIVIERA UTILITIES CERTIFICATE OF APPROVAL BY AT&T LOT 2 CERTIFICATE OF THE BALDWIN COUNTY PLANNING DIRECTOR CERTIFICATE OF APPROVAL BY THE COUNTY ENGINEER SITE VICINITY MAP 1 INCH = 1 MILE CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (SEWER): 0~~1~~~EirR~~;,l\tiR~~~~~~E~~~N~~/;iT;~FT~~RRHE~~DING ~1s5AME 1~ 01:; ~OBA TE OFFICE Of BALD Wl~o17uim, ALABAMA. FAIRHOPE SINGLE TAX CORPOR ATION, AN ALABAMA CORPORATION BY A=s~,T=s-, =PR=cs=,c=cN=T _____ _ AUTHORIZED REPRESENTATIVE BY =As~,T=s~sc=c,=cT=A=RY~----- CERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING COMMISSION THIS PLAT HAS BEEN SUBMITTED TO AND CONSIDERED BY T\-,E CITY STATE Of ALABAMA ~~~~b~G CCOOMM~~ss~.2.N OF FAIRHOPE, ALABAMA, AND IS APPROVED COUNTY OF BALDV¥1N CERTIFICATE OF APPROVAL BY E-911 ADDRESSING: GIVEN UNDER MY HAND AND DFFICIAL SEAL THE _____ DAY Of _________ _ THIS PROPERTY LIES WITHIN ZONE "X" FROM THE FEDERAL EMERGENCY FLOOD INSURANCE RATE MAP OF BALDWIN COUNTY, ALABAMA, MAP NUMBER 01003C0661M, COMMUNITY NUMBER 015000, PANEL NUMBER 0661, SUFFIX M, MAP REVISED DATE APRIL 19, 2019 STATE OF ALABAMA COUNTY OF BALD'MN (]VEN UNDER MY HAND AND OFFICIAL SEAL THE "---------- SITE DATA COUNTY ENGINEER OF THE P.O.B. NE CORNER OF THE SW 1 /4 OF THE NW 1/4, SECTION TOWNSHIP 6 SOUTH, EAST CRF = CAPPED REBAR FOUND CRS = CAP PED REBAR SET CMF = CONCRETE MONUMENT FOUND RBF = REBAR FOUND (R) = RECORD DEED BEARING AND DISTANCE CPP = CORRUGATED PLASTIC PIPE R/W = RIGHT OF WAY rn = GAS METER 'lli = POWER POLE ~ = WATER METER ~ = WATER VALVE ¥ = FIRE HYDRANT £ = FIBER OPTIC MARKER _.,,_,,,_.,,_ -WATER LINE -T-T-T-= TELEPHONE LINE -Rl -Rl -fl -= FIBER OPTIC LINE -c-c-= GAS LINE _..,_..,._ = OVERHEAD POWER LINE ------0--------= WOOD RAIL FENCE = WIRE FENCE I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. BEGINNING AT A 3 INCH SQUARE CONCRETE MONUMENT AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 6 SOLITH, RANGE 2 EAST, SAINT STEPHENS MERIDIAN, AND RLIN THENCE RUN SOUTH 00"05'50" WEST, A DISTANCE OF 495.61 FEET TO A REBAR (NO CAP); THENCE RUN NORTH 89'44'17" WEST, A DISTANCE OF 1172.86 FEET TO A CAPPED REBAR (MOORE) ON THE EAST RIGHT -OF-WAY OF ALABAMA HIGHWAY 181; THENCE RUN NORTH 00"21 '55" EAST, ALONG SAID EAST RIGHT-OF-WAY, A DISTANCE OF 19661 FEET TO A CAPPED REBAR (1109): THENCE DEPARTING SAID EAST RIGHT -OF-WAY, RUN SOUTH 89' 43·34" EAST, A DISTANCE OF 284. 12 FEET TO A CAPPED REBAR (FAIRHOPE): THENCE RUN NORTH 00·19'17" EAST A DISTANCE OF 137.04 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN NORTH 89'44'18" WEST, A DISTANCE OF 284.02 FEET TO A CAPPED REBAR (1109) ON THE AFOREMENTIONED EAST RIGHT -OF -WAY; -HENCE ALONG SAID EAST RIGHT -OF-WAY, RUN NORTH 00"21 '55" EAST, A DISTANCE OF 1 62.10 FEET TO A CAPPED REBAR (1109): THENCE DEPARTING SAID EAST RIGHT-OF-WAY, RUN SOUTH 89'44'03" EAST, A DISTANCE OF 1170.55 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 12.44 ACRES, MORE OR LESS. (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) ~·•~'~'4''~~ ~-03·!4-ZP~L~-1;~\ DAVID DIEHL AL PL S NO 26014 DATE f*f ~AL i*I SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL \~~=~} -,,,,!;£6"·····~~~ 'h111111i1il\\\\\\~ ALA HWY. 181 Civil PROVISION INVESTMENTS, LLC(251) 990-6566880 HOLCOMB BLVDFAIRHOPE, AL 36532Engineering& SurveyingPROJ MGROFSHEETFILEPROJECTSCALEDED112 LOT SUB202006431"=50'CHKD.DEDDRAWN RDCBOUNDARY SURVEY &SURVEYOR'S CERTIFICATESUBDIVISION0255010050 SCALESURVEYOR'S NOTES:FAIRHOPE LANDING SUBDIVISIONFLOOD CERTIFICATE:LEGEND:LOT 1CERTIFICATE OF LEASEHOLD OWNERSHIPCERTIFICATE OF NOTARY PUBLIC:CERTIFICATE OF OWNERSHIPCERTIFICATE OF NOTARY PUBLIC:GENERAL NOTES:OWNERFAIRHOPE AL 36532FAIRHOPE SINGLE TAX CORP.336 FAIRHOPE AVE.PARCEL NO.05-46-01-11-0-000-001.504NONENONE2EXIST.CITY OF FAIRHOPECITY OF FAIRHOPERIVIERA UTILITIESAT&T12.44 AC11.16 AC1.28 AC30 FT30 FT10 FEETN/AREQUIRED SETBACKS:ELECTRIC SERVICE:TELEPHONE SERVICE:NUMBER OF LOTS:LIN. FT. STREETS:CURRENT ZONING:REAR:WATER SERVICE:SEWER SERVICE:SIDE STREET:SIDE:FRONT:TOTAL AREA:COMMON AREAS:LARGEST LOT:SMALLEST LOT:NONEMINIMUM LOT:LESSEE / DEVELOPERDAPHNE, AL 36526PROVISION INVESTMENTS, LLC2210 MAIN ST. UNIT HCERTIFICATE OF APPROVAL BY RIVIERA UTILITIESCERTIFICATE OF APPROVAL BY AT&TLOT 2CERTIFICATE OF THE BALDWIN COUNTY PLANNING DIRECTORCERTIFICATE OF APPROVAL BY THE COUNTY ENGINEERSITEVICINITY MAP1 INCH = 1 MILETHE UNDERSIGNED, AS AUTHORIZED BY Rl\r1ERA UTILITIES HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS _ DAY OF ------2021. THE UNDERSIGNED, AS AUTHORIZED BY AT&T HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNT!', ALABAMA, THIS __ DAY OF ------2021. CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (SEWER), THE UNDERSIGNED, AS AUTHORIZED BY THE CITY OF FAIRHOPE UTILITIES HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALD'NIN COUNT!', ALABAMA, THIS_ DAY OF ______ 2021. CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (WATER): THE UNDERSIGNED, AS AUTHORIZED BY THE CIT!' OF FAIRHOPE UTILITIES HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNT!', ALABAMA, THIS ___ DAY OF ______ 2021. CERTIFICATE OF APPROVAL BYTHE FAIRHOPE PLANNING DIRECTOR THIS PLAT HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING COMMISSION OF FAIRHOPE, ALABAMA, AND IS APPROVED BY SUCH COMMISSION. THE CITY OF FAIRHOPE PLANNING COMMISSION BY: _________ ..UATE: ____ _ 1. FOR TliE LOCATION OF ALL UTILITIES, SEE CONSTRUCTION PLANS. 2. ALL UTILITIES WILL BE CONSTRUCTED UNDERGROUND. 3. THERE IS DEDICATED HEREIMTH A 10 FOOT UTILITY EASEMENT ON ALL LOT LINES AND COMMON AREAS ADJACENT TO THE RIGHT-OF-WAYS AND A 10 FOOT UTILITY EASEMENT ON EACH SIDE OF LOT LINE, UNLESS OTHERWISE NOTED. 4. THERE IS DEDICATED HERE'NITH A 15 FOOT DRAINAGE EASEMENT ALONG TliE REAR LOT LINES OF ALL LOTS (UNLESS SHOWN OTHER'MSE) AND A 10 FOOT DRAINAGE EASEMENT ALONG ALL SIDE LOT LINES (5 FOOT OFF EACH SIDE). 5. NO FENCES OR STRUCTURES SHALL BE PLACED IN DRAINAGE OR UTILITY EASEMENTS. WE, FAIRHOPE SINGLE TAX CORPORATION, AN ALABAMA CORPORATION, HEREBY STATE THAT WE ARE THE OWNERS OF THE LANDS DESCRIBED HEREON AND DO HEREBY DEDICATE ALL ROADS, STREETS, ALLEYWAYS AND EASEMENTS SHOWN ON THIS PLAT TO THE PUBLIC. WE, _____ AND ______ WHOSE NAMES AS PRESIDENT AND SECRETARY HAVE CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED AS INDICATED HEREON, FOR THE USES AND PURPOSES HEREIN SET FORTH AND DO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER TI-1E DESIGN AND TITLE HEREON INDICATED. DATED THIS TI-,E ______ DAY OF ______ _ FAIRHOPE SINGLE TAX CORPORATION, AN ALABAMA CORPORATION BY: __________ _ AS ITS: PRESIDENT BY: __________ _ AS ITS: SECRETARY STATE OF ALABAMA COUNT!' OF BALDWIN ______ NOTARY PUBLIC IN AND FOR SAID COUNTY, IN SAID STATE, HEREBY CERTIFY TI-1AT _______ AS PRESIDENT, AND _________ AS SECRETARY, OF FAIRHOPE SINGLE TAX CORPORATION, AN ALABAMA CORPORATION, AS OWNER OF THE LANDS PLATTED HEREON IS SIGNED TO TI-IE FOREGOING INSTRUMENT, AND WHO ARE KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY TI-IAT, BEING INFORMED OF THE CONTENT OF THE INSTRUMENT, AND IN TI-,EIR CAPACITY AS SUCH OWNER AND WITH FULL AUTHORITY, EXECUTED THE SAME VOLUNTARILY. GIVEN UNDER MY HAND AND OFFICIAL SEAL THE __ DAY OF __________ _ THIS PROPERTY LIES WllHIN ZONE "X" (UNSHADED) AS SCALED FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP OF BALDWIN COUNTY, ALABAMA, MAP NUMBER 01003C0661M, COMMUNITY NUMBER 015000, PANEL NUMBER 0661, SUFFIX M, MAP RE\IISED DATE APRIL 19, 2019. WE, THE UNDERSIGNED, _______ AS MANAGER OF PROVISION INVESTMENTS, LLC, PROPRIETOR(S), HAVE CAUSED THE LAND EMBRACED IN THE WITHIN PLAT TO BE SURVEYED, LAID OUT AND PLATTED TO BE KNOWN AS WINDMILL PROFESSIONAL PARK, BALDWIN COUNT!', ALABAMA, AND THAT TI-IE STREETS AND EASEMENTS, AS SHOWN ON SAID PLAT, ARE HEREBY DEDICATED TO THE USE OF THE PUBLIC. DATED TI-IIS _ DAY OF _____ 20_ STATE OF ALABAI.IA COUNT!' OF BALDWIN "~1~,~~A~=~~~'i,-~-~H:=~=,~=i,""'g~R~£~:ift:~'.'~'LL~':-. :=:=,=F,0~:=:'=~:=s'=~A=UNN=D:· ~s PLATTED HEREON IS SIGNED TO THE FOREGOING INSTRUMENT, AND WHO IS KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY THAT, BEING INFORl,,IED OF THE CONTENT OF TI-1E INSTRUMENT, AND AS SUCH LEASEHOLD OWNER AND WITI-1 FULL AUTHORITY, EXECUTED THE SAME VOLUNTARILY. GI\IEN UNDER MY HAND AND OFFICIAL SEAL TI-1E OF __________ _ SITE DATA 2. THERE WAS NO ATTEMPT TO DETERMINE TI,E EXISTENCE, LOCATION, OR EXTENT OF ANY SUB-SURFACE FEATURES. 3. THE LINES REPRESENTING TI,E CENTERLINE AND RIGHT-OF-WAYS OF THE STREETS ARE SHO¼N FOR v1SUAL PURPOSES ONLY AND WERE NOT SURVEYED UNLESS RIGHT-OF-WAY MONUMENTATION IS ALSO SHOWN. 4. SURVEY WAS CONDUCTED ON , AND IS RECORDED IN AN ELECTRONIC FIELD BOOK. 5. BEARINGS AND DISTANCES SHOWN HEREON WERE "COMPUTED" FROM ACTUAL FIELD TRAVERSES, AND ARE BASED ON STATE PLANE GRID, ALABAMA WEST ZONE USING GPS OBSERVATIONS. 6. ELEVAllONS SHOWN HEREON ARE RELATED TO MEAN SEA LEVEL, BASED ON N.A.V.D. 1988 DATUM. 7. THIS SURVEY HAS BEEN COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA, EFFECTIVE JANUARY 1, 2017. TI-1E UNDERSIGNED, AS DIRECTOR OF THE BALDWIN COUNTY PLANNING AND ZONING DEPARTMENT. HEREBY APPROVES THE WITI-IIN PLAT FOR RECORDING OF rnE SAME IN rnE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA THIS DAY OF _____ 2021. PLANNING DIRECTOR THE UNDERSIGNED, AS COUNT!' ENGINEER OF BALDWIN COUNTY, ALABAMA, HEREBY APPROVES TI-,E WITHIN PLAT FOR THE RECORDING OF SAME IN TI-IE PROBATE OFFICE OF BALDWIN COUNT!', ALABAMA, THIS THE DAY OF ______ 2021. COUNTY ENGINEER I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. BEGINNING AT A 3 INCH SQUARE CONCRETE MONUMENT AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 11, TOWNSHIP 6 SOUTH, RANGE 2 EAST, SAINT STEPHENS MERIDIAN, AND RUN THENCE RUN SOUTH 00'05'50" WEST, A DISTANCE OF 495.61 FEET TO A REBAR (NO CAP); THENCE RUN NORTH 89'44'17'' WEST, A DISTANCE OF 1172.86 FEET TO A CAPPED REBAR (MOORE) ON THE EAST RIGHT-OF-WAY OF ALABAMA HIGHWAY 181; THENCE RUN NORTH 00'21 '55" EAST, ALONG SAID EAST RIGHT-OF-WAY, A DISTANCE OF 196.61 FEET TO A CAPPED REBAR (1109); THENCE DEPARTING SAID EAST RIGHT-OF-WAY, RUN SOUTH 89'43'34" EAST, A DISTANCE OF 284.12 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN NORTH 00'19'17'' EAST A DISTANCE OF 137.04 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN NORTH 89'44'18" WEST, A DISTANCE OF 284.02 FEET TO A CAPPED REBAR (1109) ON THE AFOREMENTIONED EAST RIGHT-OF-WAY; THENCE ALONG SAID EAST RIGHT-OF-WAY, RUN NORTH 00'21'55" EAST, A DISTANCE OF 162.10 FEET TO A CAPPED REBAR (1109); THENCE DEPARTING SAID EAST RIGHT-OF-WAY, RUN SOUTH 89'44'03" EAST, A DISTANCE OF 1170.55 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 1 2.44 ACRES, MORE OR LESS. (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) /) 't-\,~84,w __ V: 03· I 4-ZP~L--~"'\ DAVID ~-P.L.S. NO. 26014 DATE ~ * N0.28014 ,* PRa'ESSIO<IAL • LAND_..._/ q,\~ll'IEiJt~ v10 <::,~~ SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL. '" 880 Holcomb Blvd, Suite 2F Fairhope, Alabama 36532 251-990-6566 March 23, 2021 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, AL 36532 Re: Fairhope Landing Subdivision – Traffic Letter Dear Hunter: This letter is to serve as back up information as to why a Traffic Impact Study is not warranted for this project. This is a minor subdivision supporting the MOP submittal for Fairhope Landing Subdivision. A separate report was submitted for that project. Below is the information for that development: According to the subdivision regulations a traffic impact study is required if a project will increase the average daily traffic by 1,000 trips or generate 50 trips or more during any peak hour period. Attached is the ITE Trip Generation Report. RV parks fall under ITE Section 416. The trip generation is based upon acres. When plugging in the 11.16 acres for this development, we come up with 830 daily trips and 4 peak hour trips. This does not meet the threshold for a traffic study. It is unknown what type of development will go on the parcel being carved off. At the time of that development, a traffic study or report will be provided. If you have any questions, please let me know. Sincerely, Larry Smith, PE larry@secivil.pro From:larry@secivil.pro To:"David Diehl" Cc:"Mike Jeffries" Subject:FW: Hwy 181 Subdivision Date:Monday, April 12, 2021 1:24:41 PM Attachments:20200643-2 LOT SUB-Model.pdf David/Mike, Please see the email below from ALDOT in regards to the Fairhope Landing Subdivision. Thanks. Larry Smith, PE 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 phone www.secivil.pro From: Smith, Michael <smithmi@dot.state.al.us> Sent: Monday, April 12, 2021 1:15 PM To: larry@secivil.pro Subject: RE: Hwy 181 Subdivision Good afternoon Larry, After reviewing the ALDOT project plans it is clear that a separate access to Lot 1 would also be a right-in/ right-out only due to the configuration of the median and transition from 2 to 4 lanes. Lot 1 would still fall within a one-way NB section where NB traffic is being transitioned into the divided 4 lane NB roadway. A site plan and usage would be needed to determine if any other roadway improvements would be required as part of the access permit when/ if it becomes developed. If you have any questions, please let me know. Michael SmithArea Permit Mngr.Office: 251- 470- 8273Cell: 251 - 331 - 0104 From: larry@secivil.pro <larry@secivil.pro> Sent: Monday, April 12, 2021 10:40 AM To: Smith, Michael <smithmi@dot.state.al.us> Subject: Hwy 181 Subdivision ivil ngineering Surveying Michael, I am working on a two lot subdivision on SR 181. Lot 2 will be the RV resort we have previously discussed. Lot 1 will be undeveloped for now and probably sold. The City has asked for comments from ALDOT on the potential access for Lot 1. I am not sure how much detail you can go into without a plan for the lot, but I need something for them. Let me know. Larry Smith, PE 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 phone www.secivil.pro & Survey1n g RIVIERA UTILITIES 413 E Laurel Avenue, P.O. Drawer 2050, Foley, AL 36536 Phone (251) 943-5001 Fax (251) 970-4181 2/24/2021 Larry Smith, PE S.E. Civil Engineering & Surveying 880 Holcomb Blvd. Suite 2F Fairhope, AL 36532 RE: Fairhope Landing RV Resort This letter is to confirm that Riviera Utilities is currently able to provide Electric service to the proposed Fairhope Landing RV Resort, located in Fairhope. Riviera Utilities requires a 10’ easement along all side property lines and a 15’ easement along all front and rear property lines. Please ensure all property plats reflect the easements. Upon final design, Riviera Utilities will provide estimates for service fees and system installation requirements to meet all Riviera specifications. Please contact the following Riviera employees concerning costs and requirements. Name Department Email Scott Sligh Electric ssligh@rivierautilities.com If you have any questions or comments, contact Riviera Utilities at 251-943-5001. Thank you, James Wallace ATO2155 OLD SHELL RDSuiteMOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.comATO2155 OLD SHELL RDSuiteMOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.comFebruary 24, 2021 Larry SmithS. E. Civil Engineering880 Holcomb Blvd.Fairhope, Alabama 36532 RE: Fairhope Landing RV Resort Dear Mr. Smith: This letter is in response to your request for information on the availability of service at the above proposed Development by AT&T. This letter acknowledges that the above referenced Development is located in an area served by AT&T. Any service arrangements for the location will be subject to later discussions and agreements between the developer and AT&T. Please be advised that this letter is not a commitment by AT&T to provide service to the proposed Fairhope Landing RV Resort. Please contact me at the phone number included in this letter with any questions. Thank you for contacting AT&T. Sincerely, Wade Mitchell MGR OSP Planning & Engineering Design tJ)))) 880 Holcomb Blvd, Suite 2F Fairhope, Alabama 36532 251-990-6566 March 23, 2021 Mr. Jason Langley Fairhope Public Utilities 555 S. Section Street Fairhope, Alabama 36532 Re: Fairhope Landing Subdivision - Fire Flow Test Dear Jason: The city provided the following Fire Flow data for the system in this area: Static Pressure – 56 psi Residual Pressure – 38 psi Flow – 920 gpm The standard condition for Determining Fire Flow available in a system is calculating the flow available at a residual pressure of 20 psi. This can be done by the following equation: Qr = Qf x (hr0.54 / hf 0.54), where Qr = the flow available at the desired residual pressure, gpm Qf = the sum of the flows from all hydrants, gpm hr = the difference in pressure between the static pressure measured at the residual hydrant and the desired residual pressure, psi hf = the difference in pressure between the static pressure and the residual pressure measured at the residual hydrant, psi Qr = unknown Qf = 920 gpm hr = 56 psi – 20 psi = 36 psi hf = 56 psi – 38 psi = 18 psi hr0.54 = 6.92 hf 0.54 = 4.76 Qr = 920 gpm x (6.92/4.76) = 1338 gpm Civil ..., Engineering & Surveying 880 Holcomb Blvd, Suite 2F Fairhope, Alabama 36532 251-990-6566 Based on the above calculations, the calculated fire flow at a residual pressure of 20 psi is 1338 gpm. The minimum allowable suggested fire flow is 1000 gpm. Based on this requirement, the existing fire flow IS adequate. Sincerely, Larry Smith, PE larry@secivil.pro Fairhope Landing RV Resort Adjacent Property Owners Parcel Number Pin Owner Name Address City State Zip 05 -46-02-10 -0-000-03 6. 000 2329 BATTEY, EUGENE L ETAL BATTEY, ROLETTA M 21747 ST HWY 181 FAIRHOPE Al 36532 05-46-01 -11 -0-000-001.505 14609 FST DAVIS, LEE MARSHALL 10116 WINDMILL RD (MA) FAIRHOPE Al 36532 05 -46-01-11 -0-000-001.502 15245 FST ROCKWELL, KENNETH & LINDA 21748 ST HWY 181 FAIRHOPE Al 36532 05-46-01-11 -0-000-001.504 15491 FST PROVISION INVESTMENTS l l C 19947 ST HWY 181 FAIRHOPE Al 36532 05-46-01 -11 -0-000-001. 525 77610 FST 3 CIRCLE CHURCH INC 10274 ST HWY 104 FAIRHOPE Al 36532 05-46-01-11 -0-000-001.528 100894 FST NIEMELA, ROBERT J 2167 ORCHARD LN WHITE BEAR LAKE MN 55110 05-46-02 -10-0 -000-0 30. 002 117883 ANDRADE, MARK D ETAL ANDRADE, REGAN M 21875 HWY 181 (MA) FAIRHOPE Al 36532 05 -46-01-11 -0-000-001.558 263375 FST VIDALES, STACY ETAL RUBIO, ELOY VIDA 21684 HWY 181 FAIRHOPE Al 36532 05 -46-01-11 -0-000-001. 620 358198 FST FLORES -DIAZ, ERICH 21680 ST HWY 181 FAIRHOPE Al 36532 05 -46-01 -11 -0-000-001.623 371578 FST CHERRY , ANDREA L PO BOX 1216 MONTROSE Al 36559 05-46-01 -11 -0-000-001 .503 64685 FST VERANDAS l l C 1507 CAPTAIN O'NEAL DR DAPHNE Al 36526 OS -46-02-10-0-000-030.001 59765 BEASLEY, WANDA LEE 108 HOMESTEAD VLG #21 FAIRHOPE Al 36532 PLAINVIEW DRMOSLEY RD SHADYGROVE LNSTATE HWY 104 LAWRENCE RDCOUNTRYWOODS DRDICK HIGBEE RDCOUNTY RD 27REZNER CT City of FairhopePlanning Commission May 3, 2021 ¯COUNTY RD 27SD 21.26 Fairhope Landing RV Resort Legend bc_base.GIS1.bc_base_GIS1_Planimetric_centerlines_96 COF Corp. Limits PUD - Planned Unit Development R-1 - Low Density Single-Family R-2 - Medium Density Single-Family COF Planning Jurisdiction ¯ ¯ ^ Project Name: Fairhope Landing Site Data: 11.16 acresProject Type: 76 unit MOPJurisdiction: Fairhope Planning JurisdictionZoning District: UnzonedPPIN Number: 15491General Location: east side of State Highway 181 approximately ¼ mile south of State Highway 104Surveyor of Record: SE CivilEngineer of Record: SE CivilOwner / Developer: FST, Provision Investments, LLCSchool District: Fairhope East, Middle and High Schools Recommendation: Approved w/ ConditionsPrepared by: Mike Jeffries 1 SD 21.26 Fairhope Landing RV Resort MOP – May 3, 2021 Summary of Request: The applicant is FST, Provision Investments, LLC. Larry Smith with SE Civil, LLC is the engineer of record for the project and the authorized agent. This application is for a 76 unit Multiple Occupancy Project containing approximately 11.16 acres and is located at on the east side of State Highway 181 approximately ¼ mile south of State Highway 104, to be known as Fairhope Landing RV Resort. The property is unzoned Baldwin County but lies within the Planning Jurisdiction of Fairhope and is being reviewed as a Multiple Occupancy Project (MOP) under the City of Fairhope’s Subdivision Regulations. This application is for preliminary approval. If approved an application for final MOP approval must be submitted to close out the project and record any necessary documents. Comments: - Traffic Study: A full traffic study was not warranted due to the number of average daily traffic counts and a letter was supplied from the EOR. o Staff did require correspondence from ALDOT verifying allowed access for the development on State Highway 181. ALDOT confirmed a restricted access would be granted and after the widening of 181 a permanent access could be permitted and installed. - Drainage has been reviewed by a third party, NEEL-SCHAFFER. The review comments provided from Neel- Schaffer were addressed by the applicant and determined to follow Fairhope’s Subdivision Regulations. Water will be collected in a series of inlets, underground drainage pipes, and ditches. The underground drainage will discharge into the proposed wet pond on the northeast portion of the property. - 25% greenspace is required resulting in 2.79acres+/-. 2.86 acres is being provided as shown on the site data table. - Wetland report provided verifying no wetlands or streams were located on the property. - Any desire to subdivide or sell lots in the future will require the entire property to be brought into compliance with the regulations of the authority having jurisdiction. Staff Recommendation: Approve with the following conditions: 1. Club house, pool, and all amenities shall be installed in conformance with the submitted landscape plans. 2. Club house, pool, and all amenities shall be installed prior to acceptance of an application for final MOP. PROPOSEDPOOL3841DOG PARK1210182114233032281524191116172642234423725273120367433297335397240754452434571676456464970696858596657605465482555065175356331471389PROPOSEDCLUB HOUSE±3737 SFFFE=115.756162PROPOSEDPLAY AREA1 STORY WOODSTABLE / BARNSTATE ROUTE 181P.O.C. (DEED 853-0300)SW CORNER, NW 1/4,SECTION 11,TOWNSHIP 6 SOUTH,RANGE 2 EAST(ASSUMED LOCATION)36" PECANASPHALT PAVEMENT60" LIVE OAKSHEETPOST20200643JRBDRAWNDATESCALEJOB No.3/23/211"=50'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallAERIAL WITH CONTOURSCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-65662000255010050 SCALEFairhope LandingRV ResortFairhope, Baldwin County, AlabamaI I ,-_J ---~ I ----------' \ I J I i I I I I ,------I I ----------~ i I ----' I I I I I I I I I ~------\----------j i \ ----------\ l ------------7------/ i -----------------[ I I I --------------------t---------,, I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I --------------~ PROPOSED SITE IMPROVEMENT PLANSTABLE OF CONTENTSC03-C04COVERSITE PLANC12-C20 CONSTRUCTION DETAILSBOUNDARY AND TOPOGRAPHIC SURVEYforC01-C02EROSION & SEDIMENT CONTROL PLANGRADING & DRAINAGE PLANUTILITY PLANRKnow what'sbelow.before you dig.CallFairhope Landing RV ResortSR 181Fairhope, Alabama 36532Civil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566C9-C10STORM SEWER PROFILESNO.REVISIONDATE APPR.REVISIONSPLANNED DEVELOPMENT SITE PLAN1-2C05-C06C07-C8ENGINEER'S CERTIFICATEI, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certifythat I have reviewed the design herein which was done under my direct control and supervision and that, to the best of myprofessional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope MunicipalCode and to all other rules, regulations, laws, and ordinances applicable to my design.Project EngineerMarch 23, 2021Name of Project to which this Certificate Applies: Fairhope Landing RV Resort. Plans which are certified consist of Pages Cover Sheet thru Sheet C20.CONTACTSGAS DEPARTMENTCITY OF FAIRHOPEMR. TERRY HOLMAN555 SOUTH SECTION STREETFAIRHOPE, ALABAMA 36532251-928-8003WATER & SEWER DEPARTMENTCITY OF FAIRHOPEMR. JASON LANGLEY555 SOUTH SECTION STREETFAIRHOPE, ALABAMA 36532251-928-8003BUILDING DEPARTMENTCITY OF FAIRHOPEMR. ERIK CORTINAS555 SOUTH SECTION STREETFAIRHOPE, ALABAMA 36532251-928-8003PLANNING/ZONING DEPARTMENTBALDWIN COUNTYMR. MATTHEW BROWN22070 HWY. 59, 4TH FLOORROBERTSDALE, ALABAMA 36567251-580-1657HIGHWAY DEPARTMENTBALDWIN COUNTYMRS. MARY BOOTH22070 HWY. 59, 4TH FLOORROBERTSDALE, ALABAMA 36567251-580-1655ELECTRICAL DEPARTMENTRIVIERA UTILITIESMR. SCOTT SLIGHP.O. DRAWER 2050FOLEY, AL 36536251-943-5001PLANNING/ZONING DEPARTMENTCITY OF FAIRHOPEMR. HUNTER SIMMONS555 SOUTH SECTION STREETFAIRHOPE, ALABAMA 36532251-928-8003Developer:4 Lane Development2210 Main Street, Unit HDaphne, AL 36526C11SANITARY SEWER PROFILESSITEVICINITY MAPN.T.S.0INITIAL CITY OF FAIRHOPE SUBMITTAL3/23/21 TLSNOTE:THE INTERNAL RIGHTS-OF-WAY, ROADS, EASEMENTS AND DRAINAGE FACILITIES AREPRIVATE AND WILL BE MAINTAINED BY THE DEVELOPER/OWNER. THE INTERNALRIGHT-OF-WAYS, ROADS, EASEMENTS AND DRAINAGE FACILITIES WILL NOT BEMAINTAINED BY BALDWIN COUNTY. IF INDIVIDUAL LOTS, SITES, UNITS, ETC., ARE TOBE SOLD, THE DEVELOPER/OWNER SHALL BE REQUIRED TO MEET THE CURRENTBALDWIN COUNTY SUBDIVISION REGULATIONS IN EFFECT AT THAT TIME, AND THEPROPERTY SHALL BE BROUGHT INTO COMPLIANCE WITH THOSE REGULATIONSPRIOR TO SUCH SALE OR ATTEMPTED SALE. ALA HWY. 181 Civil PROVISION INVESTMENTS, LLC 251 990-6566880 H L MB BL FA H , AL 36532Engineering& SurveyingPROJ MGROFSHEETFILEPROJECTSCALEDED112 LOT SUB202006431"=50'CHKD.DEDDRAWN RDCBOUNDARY SURVEY & SURVEYOR'S CERTIFICATESUBDIVISION0255010050 SCALESURVEYOR'S NOTES:FAIRHOPE LANDING SUBDIVISIONFLOOD CERTIFICATE:LEGEND:LOT 1CERTIFICATE OF LEASEHOLD OWNERSHIPCERTIFICATE OF NOTARY PUBLIC:CERTIFICATE OF OWNERSHIPCERTIFICATE OF NOTARY PUBLIC:GENERAL NOTES:OWNERFAIRHOPE AL 36532FAIRHOPE SINGLE TAX CORP.336 FAIRHOPE AVE.PARCEL NO.05-46-01-11-0-000-001.504NONENONE2EXIST.CITY OF FAIRHOPECITY OF FAIRHOPERIVIERA UTILITIESAT&T12.44 AC11.16 AC1.28 AC30 FT30 FT10 FEETN/AREQUIRED SETBACKS:ELECTRIC SERVICE:TELEPHONE SERVICE:NUMBER OF LOTS:LIN. FT. STREETS:CURRENT ZONING:REAR:WATER SERVICE:SEWER SERVICE:SIDE STREET:SIDE:FRONT:TOTAL AREA:COMMON AREAS:LARGEST LOT:SMALLEST LOT:NONEMINIMUM LOT:LESSEE / DEVELOPERDAPHNE, AL 36526PROVISION INVESTMENTS, LLC2210 MAIN ST. UNIT HCERTIFICATE OF APPROVAL BY RIVIERA UTILITIESCERTIFICATE OF APPROVAL BY AT&TLOT 2CERTIFICATE OF THE BALDWIN COUNTY PLANNING DIRECTORCERTIFICATE OF APPROVAL BY THE COUNTY ENGINEERSITEVICINITY MAP1 INCH = 1 MILECERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE umrms (SEWER), 0~~Ll~~fE~~R1~~D,A:iR~~~Of~iE~fH1;NT~~A~T/o~\~~IRR~i~~DING ~1s5AME IN 0r;,; 6~□BATE OFFICE OF BAL□11.1~0~~UNTY. ALABAMA CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (WATER): CERTIFICATE OF APPROVAL BYTHE FAIRHOPE PLANNING DIRECTOR THIS PLAT HAS BEEN SUBMITTED TO AND CONSWERED BY THE CITY PLANNING COMMISSION OF FAIRHOPE, ALABAMA.ANDISAPPROVEDBY SUCH COMMISSION THE CITY OF FAIRHCPE PLANNING COMMISSION FAIRHOPE ~NGLE TAX CORPORATION, AN ALABAMA CORPORATION BY· __________ _ BY:_As-,-,,---------STATE OF ALABAMA COUNTY OF BALD'MN GIVEN UNDER MY HAND AND OFFICIAL SEAL THE DAY o, _________ _ THIS PROPERTY LIES WITHIN ZONE "X" FROM THE FEDERAL EMERGENCY FLOOD INSURANCE RATE MAP OF BALDWIN COUNTY, ALABAMA, MAP NUMBER 01003C0661M, COMMUNITY NUMBER 015000, PANEL NUMBER 0661, SUFFIX M, MAP REVISED DATE APRIL 19, 2019 STATE OF ALABAMA COUNTY OF BALD'MN GIVEN UNDER MY HANO AND OFFICIAL SEAL THE "----------SITE DATA COUNTY ENGINEER QC THE P.O.B. NE CORNER OF THE SW 1/4 OF THE NW 1/4, SECTION TOWNSHIP 6 SOUTH, EAST CRF = CAPPED REBAR FOUND CRS = CAPPED REBAR SET C~F = CONCRETE MONUMENT FOUND RBF = REBAR FOUND (R) = RECORD DEED BEARING AND DISTANCE CPP = CORRUGATED PLASTIC PIPE R/W = RIGHT OF WAY m = GAS METER 'lli = POWER POLE ~ = WATER METER ~ = WATER VALVE ¥ = FIRE HYDRANT £ = FIBER OPTIC MARKER _.,,_,,,_.,,_ -WATER LINE -T-T-T-= TELEPHONE LINE -Rl-Rl-fl-= FIBER OPTIC LINE -G-c-= GAS LINE _..,_.,.._ = OVERHEAD POWER LINE ------0--------= WOOD RAIL FENCE = WIRE FENCE I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE 3EEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, IN FORMAT ON, AND BELIEF. BEGINNING AT A 3 INCH SQUARE CONCRETE MONUMENT AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER 0° SECTION 11, TOWNSHIP 6 SOUTH, RANGE 2 EAST, SAINT STEPHENS MERIDIAN, AND RUN THENCE RUN SOUTH 00"05'50" WEST, A DISTANCE OF 495.61 FEET TO A REBAR (NO CAP); THENCE RUN NORTH 89'44'17" WEST, A DISTANCE OF 1172.86 FEET TO A CAPPED REBAR (MOORE) ON THE EAST RIGHT -OF-WAY OF ALABAMA HIGHWAY 181; THENCE RUN NORTH 00"21 '55" EAST, ALONG SAID EAST RIGHT-OF-WAY, A DISTANCE OF 196.61 FEET TO A CAPPED REBAR (1109); THENCE DEPARTING SAID EAST RIGHT -OF-WAY, RUN SOUTH 89' 43'34" EAST, A DISTANCE OF 284. 12 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN NORTH 00·19'17" EAST A DISTANCE OF 137.04 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN NORTH 89'44'18" WEST, A DISTANCE OF 284.02 FEET TO A CAPPED REBAR (1109) ON THE AFOREMENTIONED EAST RIGHT -OF -WAY; THENCE ALONG SAID EAST RIGHT -OF-WAY, RUN NORTH 00"21 '55" EAST, A DISTANCE OF 1 62.10 FEET TO A CAPPED REBAR (1109); THENCE DEPARTING SAID EAST RIGHT-OF-WAY, RUN SOUTH 89'44'03" EAST, A DISTANCE OF 1170.55 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 12.44 ACRES, MORE OR LESS. (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) ~·•~'~'4•~~ --03· /4-2.P~L__ I'(~\ DAVID DIEHL AL PL S NO 26014 DATE l* N0.26014 1*% i! i PR<FESSIONAL i ii SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL '~~ .. :;~J v10~·-···~~~-'h1t1111i,in\\'''~ Fairhope Landing RV ResortMarch 2021LOCATION SKETCHI HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THESTANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF.BEGINNING AT A 3 INCH SQUARE CONCRETE MONUMENT AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OFSECTION 11, TOWNSHIP 6 SOUTH, RANGE 2 EAST, SAINT STEPHENS MERIDIAN, AND RUN THENCE RUN SOUTH 00°05'50" WEST, A DISTANCE OF 495.61 FEETTO A REBAR (NO CAP); THENCE RUN NORTH 89°44'17" WEST, A DISTANCE OF 888.59 FEET TO A CAPPED REBAR (SE CIVIL); THENCE RUN NORTH 00°19'17"EAST A DISTANCE OF 333.59 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN NORTH 89°44'18" WEST, A DISTANCE OF 284.02 FEET TO A CAPPEDREBAR (1109) ON THE AFOREMENTIONED EAST RIGHT-OF-WAY; THENCE ALONG SAID EAST RIGHT-OF-WAY, RUN NORTH 00°21'55" EAST, A DISTANCE OF162.10 FEET TO A CAPPED REBAR (1109); THENCE DEPARTING SAID EAST RIGHT-OF-WAY, RUN SOUTH 89°44'03" EAST, A DISTANCE OF 1170.55 FEET TO THEPOINT OF BEGINNING. TRACT CONTAINS 11.16 ACRES, MORE OR LESS.(DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY)______________________________________DAVID E DIEHL AL. P.L.S. NO. 26014 DATESURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL.SHEET1 of 2TGSDRAWN:DATE:SCALE:JOB No.:N.T.S.SEALAFFIXREVISIONDATEPLANNED DEVELOPMENTSITE PLANFairhope LandingRV ResortFairhope, Baldwin County, AlabamaCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566202006433/23/21CERTIFICATE OF LEASEHOLD OWNERSHIPWE, THE UNDERSIGNED, ____________________ AS PROPRIETOR(S), HAVE CAUSED THE LANDEMBRACED IN THE WITHIN PLAT TO BE SURVEYED, LAID OUT AND PLATTED TO BE KNOWN ASCARMEL PARK FLATS, BALDWIN COUNTY, ALABAMA, AND THAT THE EASEMENTS, AS SHOWNON SAID PLAT, ARE HEREBY DEDICATED TO THE USE OF THE PUBLIC.DATED THIS ___ DAY OF _______________, 20____._______________________________________________PRINT NAME SIGNATURESTATE OF ALABAMACOUNTY OF BALDWINI,_______________, NOTARY PUBLIC IN AND FOR SAID COUNTY, IN SAID STATE, HEREBYCERTIFY THAT _____________________, AS OWNER OF THE LANDS PLATTED HEREON ISSIGNED TO THE FOREGOING INSTRUMENT, AND WHO IS KNOWN TO ME, ACKNOWLEDGEDBEFORE ME ON THIS DAY THAT, BEING INFORMED OF THE CONTENT OF THE INSTRUMENT,AND AS SUCH LEASEHOLD OWNER AND WITH FULL AUTHORITY, EXECUTED THE SAMEVOLUNTARILY.GIVEN UNDER MY HAND AND OFFICIAL SEAL THE _____ DAYOF______________________________.________________________________________________NOTARY PUBLIC MY COMMISSION EXPIRESCERTIFICATE OF NOTARY PUBLIC:CERTIFICATE OF OWNERSHIPWE, FAIRHOPE SINGLE TAX CORPORATION, AN ALABAMA CORPORATION, HEREBY STATE THATWE ARE THE OWNERS OF THE LANDS DESCRIBED HEREON AND DO HEREBY DEDICATE ALLEASEMENTS SHOWN ON THIS PLAT TO THE PUBLIC.WE, _______________ AND __________________, WHOSE NAMES AS PRESIDENT ANDSECRETARY HAVE CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED AS INDICATEDHEREON, FOR THE USES AND PURPOSES HEREIN SET FORTH AND DO HEREBY ACKNOWLEDGEAND ADOPT THE SAME UNDER THE DESIGN AND TITLE HEREON INDICATED.DATED THIS THE ___________ DAY OF ___________________.FAIRHOPE SINGLE TAX CORPORATION, AN ALABAMA CORPORATIONBY:_______________________________ AS ITS: PRESIDENTBY:_______________________________ AS ITS: SECRETARYSTATE OF ALABAMACOUNTY OF BALDWINI,_________________, NOTARY PUBLIC IN AND FOR SAID COUNTY, IN SAID STATE, HEREBYCERTIFY THAT _____________________, AS PRESIDENT, AND _________________________, ASSECRETARY, OF FAIRHOPE SINGLE TAX CORPORATION, AN ALABAMA CORPORATION, ASOWNER OF THE LANDS PLATTED HEREON IS SIGNED TO THE FOREGOING INSTRUMENT, ANDWHO ARE KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY THAT, BEING INFORMEDOF THE CONTENT OF THE INSTRUMENT, AND IN THEIR CAPACITY AS SUCH OWNER AND WITHFULL AUTHORITY, EXECUTED THE SAME VOLUNTARILY.GIVEN UNDER MY HAND AND OFFICIAL SEAL THE _____ DAYOF______________________________.________________________________________________NOTARY PUBLIC MY COMMISSION EXPIRESCERTIFICATE OF NOTARY PUBLIC:CERTIFICATE OF APPROVAL BY THE COUNTY ENGINEERTHE UNDERSIGNED, AS COUNTY ENGINEER OF BALDWIN COUNTY, ALABAMA, HEREBYAPPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OFBALDWIN COUNTY, ALABAMA THIS ____ DAY OF _________________, 20___.____________________________COUNTY ENGINEERCERTIFICATE OF APPROVAL BY THE BALDWIN COUNTYTHE UNDERSIGNED, AS _____________________OF BALDWIN COUNTY PLANNING AND ZONINGCOMMISSION, HEREBY CERTIFIES THAT, AT IS MEETING OF______________________________,______________________________ THE BALDWIN COUNTY PLANNING AND ZONING COMMISSIONAPPROVED THE WITHIN PLAT FOR THE RECORDING OF THE SAME IN THE PROBATE OFFICE OFBALDWIN COUNTY, ALABAMA, THIS THE ____ DAY OF _________________, 20___.BY:____________________________ITS:____________________________CERTIFICATE OF APPROVAL BY THE BALDWIN COUNTY E-911 ADDRESSINGTHE UNDERSIGNED, AS AUTHORIZED BY THE BALDWIN COUNTY E-911 BOARD, HEREBYAPPROVES THE ROAD NAMES AS DEPICTED ON THE WITHIN PLAT AND HEREBY APPROVES THEWITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN, ALABAMATHIS ____ DAY OF _________________, 20___.____________________________AUTHORIZED SIGNATURECERTIFICATE OF APPROVAL BY THE BALDWIN COUNTY PLANNING DIRECTORTHE UNDERSIGNED, AS DIRECTOR OF THE BALDWIN COUNTY PLANNING AND ZONINGDEPARTMENT, HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THEPROBATE OFFICE OF BALDWIN, ALABAMA THIS ____ DAY OF _________________, 20___.____________________________PLANNING DIRECTORPLANNING AND ZONING COMMISSION 30' B.S.L.30' B.S.L.30' B.S.L.30' B.S.L.N89°54'35"W 887.97'(D)1 STORY WOODSTABLE / BARNFOUND 5/8" REBARP.O.B. NE CORNER, SW 1/4, NW 1/4,SECTION 11, TOWNSHIP 6 SOUTH,RANGE 2 EASTFOUND 3"x3" CONCRETEMONUMENTSET 5/8" IRONROD & CAP(CA 1109)SET 5/8" IRON ROD& CAP (CA 1109)SET 5/8" IRON ROD& CAP (CA 1109)FOUND 1/2" IRON RODFOUND 1/2" IRON ROD &CAP (FAIRHOPE)FOUND 1/2" IRONROD & CAP(FAIRHOPE)FOUND 1/2" IRON ROD &CAP (ILLEGIBLE)FOUND 1/2" IRONROD & CAP(ILLEGIBLE)FOUND 1/2" IRONROD & CAP (MOORE)FOUND 5/8" IRON RODFENCE CORNER0.7' NORTH0.8' EAST4' (3) BOARD FENCE(TYPICAL)4' (3) BOARD FENCE(TYPICAL)4' BARBED WIRE FENCE(TYPICAL)4' FIELD WIRE FENCE(TYPICAL)ASPHALT PAVEMENT30' B.S.L.S00°05'50"W 495.61'(M)N89°44'17"W 1172.86'(M)N00°21'55"E 196.61'(M)S89°43'34"E 284.12'(M)N00°19'17"E 137.04'(M)N89°44'18"W 284.02'(M)N00°21'55"E 162.10'(M)S89°44'03"E 1170.55'(M)S89°43'34"E 113.50'(M)S89°52'35"E 397.66'(D)N00°10'58"E43.93'(D)S00°00'58"W 240.68'(D)N89°53'49"W 1286.33'(D)S89°54'35"E 1284.74'(D)S00°00'58"W 225.40'(D)N00°10'58"E 93.09'(D)N89°52'57"W 397.65'(D)S00°00'58"W 255.40'(C)N00°12'00"E 794.81'(D)EAST33.00'(D)NORTH33.00'(D)EASTERLY RIGHT-OF-WAYLINE STATE ROAD 181 PERINSTRUMENT NO.: 1456430ACQUIRED RIGHT-OF-WAY FORSTATE ROAD 181 "PARCEL 2 OF 2"(PER INSTRUMENT NO.: 1456430)ACQUIRED RIGHT-OF-WAY FORSTATE ROAD 181 "PARCEL 1 OF 2"(PER INSTRUMENT NO.: 1456430)N00°17'32"E 197.60'(R/W DEED)N00°17'32"E 161.48'(R/W DEED)P.O.C. (DEED 853-0300)SW CORNER, NW 1/4,SECTION 11, TOWNSHIP 6SOUTH, RANGE 2 EAST(ASSUMED LOCATION)N00°22'18"E 196.65'(M)N00°12'00"E 196.68'(D)S00°18'27"W 136.95'(M)N00°12'00"E 137.00'(D)N00°12'00"E 162.12'(D)N00°24'18"E 162.11'(M)N/F05-46-01-11-0-000-001.502FST ROCKWELL, KENNETH & LINDA21748 ST HWY 181FAIRHOPE, AL 36532UNZONEDNORTH LINE OF THE SW 1/4, NW 1/4, SECTION11, TOWNSHIP 6 SOUTH, RANGE 2 EAST.N/F05-46-01-11-0-000-001.525FST 3 CIRCLE CHURCH INC10274 ST HWY 104FAIRHOPE, AL 36532UNZONEDN/F05-46-01-11-0-000-001.503FST VERANDAS LLC1507 CAPTAIN O'NEAL DRDAPHNE, AL 36526UNZONEDN/F05-46-01-11-0-000-001.623FST CHERRY, ANDREA LPO BOX 1216MONTROSE, AL 36559UNZONEDN/F05-46-01-11-0-000-001.505FST DAVIS, LEE MARSHALL10116 WINDMILL RDFAIRHOPE, AL 36532UNZONEDN/F05-46-01-11-0-000-001.558FST VILALES, STACY ETAL RUBIO ELOY VIDA21684 HWY 181FAIRHOPE, AL 36532UNZONEDN/F05-46-01-11-0-000-001.620FST FLORES-DIAZ, ERICH21680 HWY 181FAIRHOPE, AL 36532UNZONED30' B.S.L.30' B.S.L.30' B.S.L.30' B.S.L.30' B.S.L.RV THERE YET LANECLUBHOUSEPOOLPLAYAREA384112101821142330322815241911161726422344237252731203674332973353972407544524345716764564649706968585966576054654825550651753563314713896162HAPPY CAMPER CIRCLEHAPPY CAMPER CIRCLESTATE HIGHWAY 181DUMPSTERN/F05-46-02-10-0-000-036.000BATTEY, EUGENE L ETALBATTEY ROLETTA M21747 HWY 181FAIRHOPE, AL 36532UNZONEDN/F05-46-02-10-0-000-030.001BEASLEY, WANDA LEE108 HOMESTEAD VILLAGE#21FAIRHOPE, AL 36532UNZONEDN/F05-46-02-10-0-000-030.002ANDRADE, MARK D ETALANDRADE, REGAN M21875 HWY 181FAIRHOPE, AL 36532UNZONED39'39'777GATE24'70'70'37'107.6'70'24'70'39'SIDEWALKSIDEWALKCOMMON AREAPAVILION/GREEN50,088 SFCOMMON AREAWET POND/GREEN60,307 SFCOMMON AREADOG PARK4,330 SFCOMMON AREAPLAYGROUND/POOL18,570 SFCONC. FLUMESHEET2 of 220200643TGSDRAWNDATESCALEJOB No.3/23/211"=50'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallPLANNED DEVELOPMENTSITE PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566Fairhope LandingRV ResortFairhope, Baldwin County, Alabama2000255010050 SCALEBUILDING HEIGHTSITE ANALYSIS±20 FEETLANDSCAPE AREA6.83 AC (61.20%)TOTAL ACREAGE±11.16 AC BUILDING SETBACKS:FRONT YARD:PROPERTY ZONINGUN-ZONEDSIDE YARD:REAR YARD:30 FEET30 FEET30 FEETMAX. GROUND COVER RATION/APROPOSED BUILDINGS3,737 SFMAX. BUILDING HEIGHT35'GROUND COVER RATIO0.479IMPERVIOUS AREA4.33 AC (38.80%)NOTE:THE INTERNAL RIGHTS-OF-WAY, ROADS, EASEMENTS AND DRAINAGE FACILITIES AREPRIVATE AND WILL BE MAINTAINED BY THE DEVELOPER/OWNER. THE INTERNALRIGHT-OF-WAYS, ROADS, EASEMENTS AND DRAINAGE FACILITIES WILL NOT BEMAINTAINED BY BALDWIN COUNTY. IF INDIVIDUAL LOTS, SITES, UNITS, ETC., ARE TOBE SOLD, THE DEVELOPER/OWNER SHALL BE REQUIRED TO MEET THE CURRENTBALDWIN COUNTY SUBDIVISION REGULATIONS IN EFFECT AT THAT TIME, AND THEPROPERTY SHALL BE BROUGHT INTO COMPLIANCE WITH THOSE REGULATIONSPRIOR TO SUCH SALE OR ATTEMPTED SALE.UNITS75DENSITY6.72 UNITS/ACSITE DATA (BALDWIN COUNTY):1. ACREAGE IN TOTAL TRACT: 11.16 ACRES2. SMALLEST LOT SIZE: 2,541 SF3. TOTAL SQUARE FEET OF EACH LOT OR UNIT: 212,312 SF4. TOTAL NUMBER OF LOTS OR UNITS: 755. LINEAR FEET IN STREETS: 2,170 LF (PRIVATE)6. NUMBER OF PARKING SPACES: 96 SPACES*7. AMOUNT OF IMPERVIOUS SURFACE: 188,615 SF8. DENSITY: 6.72 UNITS/AC9. TOTAL SF OF ALL AREAS RESERVED FOR TOTAL OPEN SPACE: 133,295 SF (3.06 AC)10. TOTAL SF OF ALL AREAS RESERVED FOR USEABLE OPEN SPACE: 72,988 SF (1.68 AC)*EACH RV PAD HAS SPACE FOR 1 VEHICLE, SO 75 PARKING SPACES ARE AT THE RV PADS.OWNER:FAIRHOPE SINGLE TAX CORP.336 FAIRHOPE AVE.FAIRHOPE, AL 36532FLOOD ZONE:PROPERTY LIES IN FLOOD ZONE "X" UNSHADED AS SCALED FROM FLOOD INSURANCERATE MAPS NUMBER 01003C0642M, COMMUNITY NUMBER 015000, PANEL 0642,SUFFIX "M', DATED APRIL 19, 2019.UTILITY PROVIDERS:WATER - FAIRHOPE PUBLIC UTILITIESSEWER - FAIRHOPE PUBLIC UTILITIESELECTRIC - BALDWIN EMCTELEPHONE - AT&TLESSEE/DEVELOPER:4 LANE DEVELOPMENT2210 MAIN STREET,UNIT HDAPHNE, AL 36526USABLE OPEN SPACE REQUIRED (50% OF REQ. OPEN SPACE) 1.12 ACCOUNTY OPEN SPACE REQUIRED (20%) 2.32 ACGREENSPACE CALCULATIONS (CITY OF FAIRHOPE):ACREAGE IN TOTAL TRACT: 11.16 ACRESWETLANDS: 0.00 ACRESPONDS: 0.22 ACRESASPHALT ROADS: 1.37 ACRESNET ACREAGE: 9.57 ACRESDENSITY (NET) = 76 UNITS/9.57 ACRES: 7.94 UNITS/ACREGREENSPACE REQUIRED (10% OF 11.16 ACRES): 1.12 ACRESGREENSPACE PROVIDED: 2.92 ACRESPROPOSEDEXISTINGSITE PLAN LEGENDTRAFFIC CONTROL ARROWCURB & GUTTERSTANDARD PARKING QUANTITYMEDIUM DUTY ASPHALT PAVINGACCESSIBLE PARKING SPACECONCRETE PAVINGPERVIOUS CONCRETE PAVINGHEADER CURBRIBBON CURBXVICINITY MAP0 GI, C=:::J C=:::J 1••••·••·•·•••·•••·•·•1 •--~--........ _,._ _ ____, ___ ,_ w " \ \ \ 0 ~ c::::::J ~ c::::::J I ! iI ·::;:..-.;\t\{}~:~:;,_ ·; ----. ~:::~{(( (}·',\~)is:·--.-·.•.·'.: \'/ ... \·~--:,· ii iI L ,I ~-'-~~ I '.ii. y,; <:.,: I :;;/ 1 • ·;·. 1 • ,~;~~---(;~ 1 • ;~ I'·;~~,.·;~ ,~··, X \ --7 \ \ I I I I -~~~' --~ I I J~'!r i .?~•~ i ;~};,;_~------ RV THERE YET LANE77PROPOSEDPOOL30' B.S.L.PROPOSEDCLUB HOUSE±3737 SFFFE=115.75720'ASPHALT PAVINGSEE DETAIL5'8'HANDICAP PARKINGSEE DETAILR4'11'80'R4'R4'RIBBON CURBSEE DETAIL10'19'15'10'DUMPSTER ENCLOSURESEE DETAILR4'R8'R3'PROPOSEDPLAY AREA18" CURB & GUTTERSEE DETAIL24'ENTRANCE GATEBY OTHERS5' CONCRETE SIDEWALK(TYP.) SEE DETAILN00°21'55"E 196.61'(M)S89°43'34"E 284.12'(M)N00°19'17"E 137.04'(M)N89°44'18"W 284.02'(M)N00°21'55"E 162.10'(M)S89°43'34"E 113.50'(M)S89°52'35"E 397.66'(D)N00°10'58"E43.93'(D)N00°10'58"E 93.09'(D)N89°52'57"W 397.65'(D)1 STORY WOODSTABLE / BARNSTATE ROUTE 181SET 5/8" IRONROD & CAP(CA 1109)SET 5/8" IRON ROD& CAP (CA 1109)SET 5/8" IRON ROD& CAP (CA 1109)FOUND 1/2" IRON RODFOUND 1/2" IRON ROD &CAP (FAIRHOPE)FOUND 1/2" IRONROD & CAP(FAIRHOPE)FOUND 1/2" IRON ROD &CAP (ILLEGIBLE)FOUND 1/2" IRONROD & CAP(ILLEGIBLE)FOUND 1/2" IRONROD & CAP (MOORE)FENCE CORNER0.7' NORTH0.8' EAST4' (3) BOARD FENCE(TYPICAL)4' (3) BOARD FENCE(TYPICAL)4' BARBED WIRE FENCE(TYPICAL)EASTERLY RIGHT-OF-WAY LINE STATEROAD 181 PER INSTRUMENT NO.:1456430ACQUIRED RIGHT-OF-WAY FOR STATE ROAD 181"PARCEL 2 OF 2"(PER INSTRUMENT NO.: 1456430)ACQUIRED RIGHT-OF-WAY FOR STATE ROAD 181"PARCEL 1 OF 2"(PER INSTRUMENT NO.: 1456430)N00°17'32"E 197.60'(R/W DEED)N00°17'32"E 161.48'(R/W DEED)36" PECANN00°22'18"E 196.65'(M)N00°12'00"E 196.68'(D)S00°18'27"W 136.95'(M)N00°12'00"E 137.00'(D)N00°12'00"E 162.12'(D)N00°24'18"E 162.11'(M)ASPHALT PAVEMENTR8'R4'R112'R30'R13'R15'R23'R85'R75'R25'30' B.S.L.R50'24' 12'SHEETC0120200643JRBDRAWNDATESCALEJOB No.3/23/211"=30'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallSITE PLANPROPOSEDEXISTINGSITE PLAN LEGENDTRAFFIC CONTROL ARROWCURB & GUTTERSTANDARD PARKING QUANTITYMEDIUM DUTY ASPHALT PAVINGX" SYSL - X" WIDE SINGLE YELLOW SOLID LINEX" DYSL - X" WIDE DOUBLE YELLOW SOLID LINEX" SWSL - X" WIDE SINGLE WHITE SOLID LINEACCESSIBLE PARKING SPACECONCRETE PAVINGPERVIOUS CONCRETE PAVINGHEADER CURBEDGE OF PAVEMENTPARKING DATATOTAL REQUIRED =PARKING REQUIREMENT SPACES0(UNDER ROOF)SITE ANALYSIS3,737 SFSITE ACREAGE (PROPOSED)±11.16 AC (485,961 SF)BUILDING SETBACKS:FRONT YARD:SIDE YARD:REAR YARD:MAXIMUM BUILDING HEIGHT:30 FT 30 FT30 FT35 FTBUILDING HEIGHT±20 FTPROVIDED PARKING21 SPACESREQUIRED PARKINGMAX. GROUND COVERAGE RATIO:N/AJURISDICTIONBALDWIN COUNTY (C.O. FAIRHOPE ETJ)PERVIOUS AREA6.83 AC (63.26%)IMPERVIOUS AREA4.33 AC (38.80%)REQUIRED:PROPERTY AREALAND USAGE--±11.16 ACRESBUILDING AREA (UNDER ROOF)0.63%±0.09 ACRESIMPERVIOUS PAVING±4.24 ACRESPERVIOUS PAVINGN/ADESCRIPTION% OF PROPERTY AREAAREA38.17%N/AGRASSED/LANDSCAPED AREA±6.83 ACRES63.26%ZONINGUN-ZONEDTOTAL PROVIDED =21MAX. DENSITY: N/ACivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566Fairhope LandingRV ResortFairhope, Baldwin County, AlabamaPROPOSED BUILDINGNOTE:THE INTERNAL RIGHTS-OF-WAY, ROADS, EASEMENTS AND DRAINAGE FACILITIES AREPRIVATE AND WILL BE MAINTAINED BY THE DEVELOPER/OWNER. THE INTERNALRIGHT-OF-WAYS, ROADS, EASEMENTS AND DRAINAGE FACILITIES WILL NOT BEMAINTAINED BY BALDWIN COUNTY. IF INDIVIDUAL LOTS, SITES, UNITS, ETC., ARE TOBE SOLD, THE DEVELOPER/OWNER SHALL BE REQUIRED TO MEET THE CURRENTBALDWIN COUNTY SUBDIVISION REGULATIONS IN EFFECT AT THAT TIME, AND THEPROPERTY SHALL BE BROUGHT INTO COMPLIANCE WITH THOSE REGULATIONSPRIOR TO SUCH SALE OR ATTEMPTED SALE.X120015306030 SCALE0 SPACESCONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITEDALL CURBED OR STRIPED RADII ARE TO BE 4' UNLESS OTHERWISE NOTED.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED ORRELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN THE BASE BID.TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIREDFOR SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIESTHE DRAWINGS. CONCRETE FOR CURBING SHALL BE 3000 PSI.REFER TO THE LANDSCAPING PLANS FOR PLANTING LOCATIONS AND ISLAND DETAILS.PAINTED STRIPING SHALL BE BRIGHT AND CLEAR. STRIPES SHALL BE PER PLAN AND PAINTEDCURBING SHALL BE FORMED AND POURED CONCRETE UNLESS OTHERWISE DETAILED WITHINHANDICAP RAMPS AND PARKING STALLS SHALL BE PER ADA REQUIREMENTS AND LOCALALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK.THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTINGON CLEAN ASPHALT OR CONCRETE. THIS SITE IS UNZONED.ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED.NOTIFY CITY OF FAIRHOPE INSPECTIONS 24 HOURS BEFORE THE BEGINNING OF EVERYPHASE OF CONSTRUCTION.ALL STRIPING IN R.O.W. TO BE CLASS A TYPE 2 THERMOPLASTIC.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTALA COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITEWHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS.CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED IN REQUIRED R.O.W. AND MUST BESTORED WITHIN THE SITE.DURING CONSTRUCTION, ACCESS ROADWAYS CONSTRUCTED OF AN ALL WEATHER SURFACECAPABLE OF SUPPORTING 80,000 POUNDS GROSS WEIGHT SHALL BE PROVIDED. THE WIDTH OFTHE ACCESS ROADWAY, DURING CONSTRUCTION, SHALL BE 20 FT PER STANDARD FIREPREVENTION CODE, LATEST EDITION. ALL NON-HANDICAP PARKING SPACE LINES WILL BE WHITE.ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FHWA, LATEST EDITION. REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS.NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS, REFERENCING DETAILS IN ALDOT'SROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE.NO "PROTECTED TREES" WILL BE REMOVED, DESTRUCTIVELY DAMAGED, MUTILATED,RELOCATED, DISFIGURED, DESTROYED, CUT DOWN, OR EXCESSIVELY PRUNED DURINGSITE PLAN NOTESREGULATIONS AND CODES AS WELL AS O.S.H.A. AND ALDOT STANDARDS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF FAIRHOPE & BALDWIN COUNTY FIRE LANES AND SIGNAGE TO MEET REQUIREMENTS OF NFPA 1 CHAPTER 18.THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONSAT THE SITE; INCLUDING UTILITIES, SURFACES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANYUNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES.PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGSSHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. NOTIFY THEENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS.TOTAL SITE ACREAGE = ±11.16 ACRES.REGULATIONS.INSPECTIONS.CONSTRUCTION ACTIVITIES.SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.CONTRACTOR SHALL REFER TO THE ARCH. PLANS FOR EXACT LOCATIONS AND DIMENSIONS26.OF EXIT PORCHES; PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. THE DIMENSIONS SHOWN ARE TO THE FACE OF BUILDING UNLESS OTHERWISE NOTED.27.REFER TO STRUCTURAL PLANS FOR THE COLUMN GRID LAYOUT AND INFORMATION REQUIRED28.TO LAYOUT THE BUILDING WITHIN THE FOUNDATIONS.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN29.COMPLETED.~ PARCEL A 1.28ACRES II~ L2 ' I C L2 •. .:".~ ;. '~:: :-_•..,:,..·./::·j '··.<<··\.·~ . . . . ~-~ ~ ·,. __ -. .-.--~,,_::.h I ETI.•,.,·. j .·_;_ .... '• ~ I Li: ~ 18.: I / / [ -0 c!l,. c::==::J c::==::J c::==::J I I 0 ~ c:::::::::::::: ~ c:::::::::::::: HAPPY CAMPER CIRCLE384130' B.S.L.DOG PARK12101821142330322815241911161726422344237252731203674332973353972407544524345716764564649706968585966576054654825550651753563314730' B.S.L.30' B.S.L.1330' B.S.L.896162R59'R35'R35'R35'R45'R69'R31'R55'R59'R35'R3'24'24'24'24'20'20'ASPHALT PAVINGSEE DETAIL5' CONCRETE SIDEWALK(TYP.) SEE DETAILWET DETENTIONPONDS00°05'50"W 495.61'(M)N89°44'17"W 1172.86'(M)S89°44'03"E 1170.55'(M)S00°00'58"W 240.68'(D)N89°53'49"W 1286.33'(D)S89°54'35"E 1284.74'(D)S00°00'58"W 225.40'(D)N89°54'35"W 887.97'(D)S00°00'58"W 255.40'(C)FOUND 5/8" REBARP.O.B. NE CORNER, SW 1/4, NW 1/4,SECTION 11, TOWNSHIP 6 SOUTH,RANGE 2 EASTFOUND 3"x3" CONCRETEMONUMENTNCE CORNER0.7' NORTH0.8' EAST4' FIELD WIRE FENCE(TYPICAL)NORTH LINE OF THE SW 1/4, NW 1/4, SECTION11, TOWNSHIP 6 SOUTH, RANGE 2 EAST.R23'R25'R50'R45'R55'R55'R30'R95'R185'R350'5' CONCRETE SIDEWALK(TYP.) SEE DETAILRV PAD (TYP.)SEE DETAILRV PAD (TYP.)SEE DETAILCONCRETE PADFOR LIFT STATION05-46-01-11-0-000-001.502FST ROCKWELL, KENNETH & LINDA21748 ST HWY 181FAIRHOPE, AL 36532UNZONEDN/F05-46-01-11-0-000-001.525FST 3 CIRCLE CHURCH INC10274 ST HWY 104FAIRHOPE, AL 36532UNZONEDN/F05-46-01-11-0-000-001.503FST VERANDAS LLC1507 CAPTAIN O'NEAL DRDAPHNE, AL 36526UNZONEDN/F05-46-01-11-0-000-001.623FST CHERRY, ANDREA LPO BOX 1216MONTROSE, AL 36559UNZONEDN/F05-46-01-11-0-000-001.505FST DAVIS, LEE MARSHALL10116 WINDMILL RDFAIRHOPE, AL 36532UNZONEDVIDA60" LIVE OAKCONCRETE FLUMESEE DETAILSHEETC0220200643JRBDRAWNDATESCALEJOB No.3/23/211"=30'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallSITE PLANCivil Engineering& Surveying880 Holcomb Blvd, Ste 2FFairhope, AL 36532251-990-6566120015306030 SCALEFairhope LandingRV ResortFairhope, Baldwin County, Alabama- -I _ .. .,.,..,-·: ~-_;_ ·.•. . .-.•·. ·.· ··.· .·· •..... .. ·. . -:.-· I :.\?'.:·:_,; ... . ... . ... . ... . .. . .. . ... . ... . ·... . ... : r • : t • : , • : t • : : t • ; r • : ,-• : t • : r • ; r . . • . .... . : . .• . .• . .• . .• . .• . ·' . .• . -·· •• -~-I _.,,~I _.,,~I _.,,ul _.,,ul I _.,,ul _.,,ul _.,,ul :,,ul _.,,UJI _.,,ul ------------ -------- -- --------I 1-------------------r_ \ \ \ \ -----7 \ \ \ \ \ \ I I I I I I I ~ -+--------, I ' -/I I -----7 -----~ t'_______,__ _A;L~-" i~'~'~ ~,~.,ij ~II i}\ij,~~~-jl,@_@_': \ ___ ~j .QRZZKDW VEHORZEHIRUH\RXGLJ&DOORDRAFT - FOR REVIEW ONLYFAIRHOPE LANDING RV RESORTState Hwy 181-26(3++(15<&20(5,9180%(55 (*,6 7 (5('/$1'6&$3($5&+,7(&767$7(2)$/$%$0 $6($/1279$/,'81/(6 6 6 ,*1('(63$/,(5//&FAIRHOPE, ALCopywright. This drawing and itscontents are the property of Espalier,LLC and may not be copied or used inanyway without written permissionfrom Espalier.LANDSCAPEL-1.8DETAILSLANDING595(6257FAIRHOPE7.50'9.07'2.00'3.00'CONCEPTUAL SIGN DETAIL1TREE PROTECTION DETAILTree protection fencing shall be installed 20' from trunks oftrees larger than 20" DBH and 10' from trunks of trees under 20" DBH.4'-0"Maintain existinggrade with the treeprotection fenceunless otherwiseindicated on theplans.Steel 'T' postsor approved equal.Notes:1- See city tree protection ordinance sec.20.5-6 for required tree protectionmeasures.2- No pruning shall be performed except byapproved arborist.3- No equipment shall operate inside theprotective fencing including during fenceinstallation and removal.4- Tree protection fence shall be installedprior to any landscape disturbance.5- No entry, storage, or temporary parkingshall be allowed inside fence.6(&7,219,(:8.5" x 11"signlaminated inplastic spacedevery 50'along thefence.Tree Protectionfence: Chain link fence or approved equal.Steel 'T' postsinstalled at 8' o.c.2SHADOW BOX FENCE DETAIL 2& W\S  3Tennessee field column & sign 24 SF Raw steel sign panel with water jet lettering. 0 1/2" -1'-0" 0 1/16" -1·-0· ' I I r~ ~ .._ -~r-r-r-.! .~ I J -r-~ -r-~ --~ .._ -r-.._ -r-r-~ ~ ~ r-r-r-r-~ ~ r-r-r--r-r--r-~ --~ r--r-.._ -P-CO-FL-01 I I r-~ ~ .._ ~ i----r-~ v-f-" r-r-r-~ r-0 NOT TO SCALE i.------P.T.P. 4"x4" Posts ~P.T.P. Fence boards ~P.T.P. 2"x4" horizontal nailer (typ.) LA FE 01 LA-32 ~ ESPALIER landscape architecture Espalier, LLC P.O. Box 1247 Fairhope, Alabama 36533 P: 251.454,3500 espalierdesign.com ISSUED/REVISED Permittin 3 19 21 DESIGNEDBY JC CHECKEDBI' JC PROJECTNO, 2109 3/16/21 181RV 880 Holcomb Blvd, Suite 2F Fairhope, Alabama 36532 251-990-6566 February 23, 2021 Re: Fairhope Landing RV Resort Dear Fairhope Resident: The City of Fairhope Resolution No. 2018-03 requires all property owners adjacent to property being considered for development approval to be notified by mail. The Baldwin County Revenue Office provided your information as a current adjacent property owner to the proposed development request described below. Provision Investments, LLC is requesting MOP approval for Fairhope Landing RV Resort. This development will consist of approximately 75 RV spaces. The property is located on the east side of Highway 181 just south of Highway 104. The parcel number of the property is 05-46-01-11-0-000-001.504 S.E. Civil Engineering will hold a Community Meeting at 12:00 PM at our office in Fairhope, Alabama, on March 11, 2021. Our address is 880 Holcomb Blvd. Suite 2F. The meeting will be held outdoors to allow for social distancing. In the event of inclement weather, please call our office for an alternative time. Should you have any questions or concerns, please contact me at (251)-990-6566. Sincerely, Larry Smith, PE larry@secivil.pro Fairhope Landing RV Resort Subdivision Community Meeting Meeting Notes Meeting Date: March 11, 2021 Meeting Time: 12:00 PM Meeting Location: SE Civil, LLC 880 Holcomb Blvd Suite 2F Fairhope, AL 36532 Hosted By: Larry Smith, PE, S.E. Civil In Attendance Larry Smith, PE, Megan Smith, Administrative Assistant with SE Civil, LLC. Geoff Lane with Provision Investments, LLC, was also in attendance. Four adjacent property owners or citizens from the community were present. Please see attached sign-in sheet. Larry Smith, the civil engineer, began the meeting by explaining the purpose of the community meeting and then gave an overview of the MOP project. He explained that the subdivision would consist of an upscale RV resort with a single loop road with 75 concrete pads for RVS. The amenities of the resort would include a pool, a 3600 square foot clubhouse, a walking trail, a wet pond with a fountain, and a dog park. The resort is designed so that most of the activities (clubhouse, pool, dumpster, etc.) are located at the front of the parcel near the entrance. The wet pond and the dog park is located at the back of the parcel. Mr. Corte was in attendance representing the Verandas. The Verandas new phase of estate lots will back up to the RV resort along the rear of the property. He questioned whether the property had wetlands on it. He also asked what the setback was along the rear of the property. Mr. Corte pointed out that the pine trees that have been removed served as a visual buffer to his property. He is concerned that the million dollar estate homes will not want to see the RV Resort. He insisted that Geoff will have a fight on his hands if there isn’t enough trees to block the view from his property. He said he wasn’t opposed to the RV park but was opposed to seeing it. At this point, he left the meeting. Larry shared that the project will follow the City of Fairhope’s storm water and landscape regulations. The adjacent property owners voiced their two main concerns, the noise and the view from their properties. Questions were raised by Ms. Cherry about the noise level at a RV park. Her home is located near the rear of the property. Dogs barking at all hours, dogs barking in the dog park (located in the back of the property), and parties/loud music at night was a concern. Geoff shared that there would be rules for the guest staying on site. The rules would be available for the adjacent property owners to view online. The pool will be closed at night. All activities were arranged at the front. There will be an onsite manager 7 Civil ,,_,~-Engineering & Surveying days a week during the day. There will be a phone number hotline for after hours. Larry showed that the proposed dog park is 200 feet off of the property line. The second issue about the sight from the adjacent property owner’s houses was discussed as well. Geoff shared that he plans install a shadow box fence with fast growing, tall shrubs lining the fence. Within 4-5 years the shrubs should be full grown. The landscaping plan will include more landscaping than required by regulations. Geoff offered to meet with the adjacent property owners when they begin to build the fence and help save anything growing along the property line that they would like to. Also, if there was anything on their side that was close to the fence that they felt needed to be removed, that he would take a look at it. They asked his intentions of removing the two existing Oak trees. He explained that the Live Oak will stay but the Black Oak will need to come down. Again, the adjacent property owners said they did not want to see the RV resort. Geoff explained that the property is contoured and sloped to the rear of the property. Therefore, they may be able to see the clubhouse because it will sit up higher than her property. An 8 foot fence was discussed but Geoff said it will make it feel more like a compound. It was discussed that a taller fence would not help with controlling the noise. Trees and shrubs would do a better job in absorbing the noise. Geoff said that he is looking into planting large, mature oak trees around the pond. The landscaping and sod would be maintained with irrigation and weekly maintenance. Geoff offered to share the landscaping plan with the property owners once it is complete, if they are interested. It was asked if there would be long term rentals and Geoff answered no, short term rentals only. It was asked about individual RV sites and their trash. Geoff said that there would be a dumpster at the front near the clubhouse and that all sites would be responsible for placing their garage in the dumpster. There would not be trash bags sitting along the road outside of individual RVs waiting to be picked up. The entrance/exit onto Highway 181 was discussed. ALDOT is requiring a right in, right out. Geoff shared that the directions online will send the resort guest down Hwy 13 to Gayfer Rd. That would allow them to make the right hand turn into the RV resort. It was asked if the pond would a doughnut to help prevent mosquitos. Larry explained that the pond would be aerated and a fountain would allow the water to move continuously. Larry ended the meeting at 12:45 when all of the attendees’ questions had been answered. Larry thanked them for attending the meeting. He offered for them to reach out via phone or email if they thought of any more questions. Geoff Lane made sure they had his phone number as well. Next Steps: • City of Fairhope Planning Commission will present the Subdivision application on Monday, May 3, 2021 at 5 PM. Attachment: • Sign In Sheet ~ , ~iYi~ & Surveying 880 Holcomb Blvd, Suite 2F Fairhope, Alabama 36532 251-990-6566 March 23, 2021 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, AL 36532 Re: Fairhope Landing RV Resort MOP – Traffic Letter Dear Hunter: This letter is to serve as back up information as to why a Traffic Impact Study is not warranted for this project. According to the subdivision regulations a traffic impact study is required if a project will increase the average daily traffic by 1,000 trips or generate 50 trips or more during any peak hour period. Attached is the ITE Trip Generation Report. RV parks fall under ITE Section 416. The trip generation is based upon acres. When plugging in the 11.16 acres for this development, we come up with 830 daily trips and 4 peak hour trips. This does not meet the threshold for a traffic study. Please refer to the attached ITE Trip Generation Report. If you have any questions, please let me know. Sincerely, Larry Smith, PE larry@secivil.pro 880 Holcomb Blvd, Ste 2F Fairhope, Alabama 36532 251-990-6566 March 23, 2021 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, Alabama 36532 Re: Fairhope Landing RV Resort – ALDOT Letter Dear Hunter: This letter is to confirm that we have had a pre-application meeting with ALDOT on this project and it is being submitted to ALDOT concurrently with our submittal to the county and city. We respectfully request that we be allowed to provide the ALDOT permit at the time of permit submittal. If you have any questions, please let me know. Sincerely, Larry Smith, PE Partner Civil Engineering Surveying 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 DRAINAGE NARRATIVE AND CALCULATIONS FAIRHOPE LANDING RV RESORT PROJECT NUMBER: 20200643 MARCH 23, 2021 Prepared By: Civil -'-' Engineering & Surveying 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 Table of Contents General Information ......................................................................................................................1 Drainage Conditions ......................................................................................................................1 Hydraulic Analysis .........................................................................................................................1 Summary of Results .......................................................................................................................2 Water Quality Calculations ..........................................................................................................2 Downstream Analysis ....................................................................................................................2 Appendix A .....................................................................................................................................3 Vicinity & Drainage Maps .................................................................................................... Appendix B .....................................................................................................................................4 HydroCAD Report ................................................................................................................. Appendix C .....................................................................................................................................5 StormCAD Report Tables ...................................................................................................... Appendix D .....................................................................................................................................6 Geotechnical Report ............................................................................................................... Appendix E .....................................................................................................................................7 Soil Information ..................................................................................................................... 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 1 | Page GENERAL INFORMATION Fairhope Landing RV Resort is a proposed seventy-five (75) stall RV Resort located in Fairhope, Alabama ETJ and Baldwin County jurisdiction. The site contains approximately 11.16 acres. The site is in Section 11 of Township 6 South, Range 2 East and is 0.26 miles South of the Baldwin County Hwy 104 and State Route 181 intersection. DRAINAGE CONDITIONS The existing terrain of the site falls in two (2) separate basins. One basin drains to the South perimeter the site. The other basin drains to a low valley near the Northeast corner of the site. Both basins eventually drain to the same receiving water, Pensacola Branch. The site is mostly a woods/grass combination. The other portions of the site are pasture/grassland areas. Water will be collected in a series of inlets, underground drainage pipes, and ditches. The underground drainage pipes will discharge into the proposed wet detention pond. The wet detention pond is located at the Northeast portion of the site adjacent to the existing low valley. It will discharge through a spillway into a stilling basin before it flows to the existing low valley near the Northeast corner of the site. HYDRAULIC ANALYSIS Field verified elevations were used to determine the drainage basin area. The SCS method for runoff estimation was used to develop the detention calculations for the project. NOAA has published intensity curves specific to this area and the 2, 5, 10, 25, 50 and 100-year, 24-hour storm events were utilized in the drainage calculations for this site. The existing GIS contours along with field verified elevations for the area are used to determine the size of the drainage basin. The drainage basin area is then plotted on the USDA Web Soil Survey to determine the soil characteristics. Soil surveys are made to provide information about the soils within the drainage area. They include a description of the soil types, their location, and tables that show soil properties and limitations affecting various uses. TR-20 presents a simplified procedure for estimating runoff and peak discharges in watersheds. Using this procedure, the SCS Curve number method along with the information gained in the soil report, runoff is able to be estimated. The time of concentration (Tc) was also necessary for the flow estimate. This value was estimated using the grade change from the most remote point of the drainage area to the location of the proposed inlet or pipe. This grade change and the total travel length can be applied to the Kirpich equation to calculate the time of concentration. The Kirpich equation also utilizes a modifier for surface conditions from 2.0 to 0.20 for natural ground to concrete channels respectively. HydroCAD utilizes the composite runoff curve number and the area of the drainage basin to determine the outflow of the drainage basin. A twenty-four-hour rainfall intensity for a two, five, ten, twenty-five, fifty, and one-hundred-year return storm event was applied to the drainage areas to determine the flow. The software was used to determine the flow exiting the drainage basin and entering the proposed detention pond for pre- and post-development scenarios. 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 2 | Page StormCAD was used to analyze the closed drainage systems for the proposed project. The proposed roadways will have an inverted crown, so stormwater will be directed to a series of drop inlets along the centerlines of the roadways. Weir inlets will be used to collect stormwater flows from ditches. The entire storm pipe system discharges to the wet detention pond. Weir structures will be installed in the wet detention pond and discharge at a controlled rate less than the pre- developed rate. SUMMARY OF RESULTS Analysis determined that the proposed detention pond is adequate to effectively handle and store the peak post-development flows observed during a two, five, ten, twenty-five, fifty, and one- hundred-year return events. Please see HydroCad summary in Appendix B showing the pre- developed flow rates and post-developed flow rates for the 2, 5, 10, 25, 50 & 100-year storm events and the associated high-water elevations. A brief summary of the pre vs. post development discharge rates may be seen below. FLOWRATES(cfs) PRE(TONORTHEAST)POST(TONORTHEAST)REDUCTION HW (WETPOND) 2YEAR 23.23 22.91 0.32 97.45 5YEAR 36.91 34.37 2.54 98.19 10YEAR 47.51 42.95 4.56 98.69 25YEAR 57.73 53.04 4.69 99.10 50YEAR 65.68 62.13 3.55 99.38 100YEAR 80.16 78.86 1.30 99.81 PONDTOP ͲͲ Ͳ100.00 PRE(TOSOUTH)POST(TOSOUTH)REDUCTION 2YEAR 3.32 1.20 2.12 5YEAR 5.61 2.14 3.47 10YEAR 7.43 2.90 4.53 25YEAR 9.18 3.63 5.55 50YEAR 10.57 4.22 6.35 100YEAR 13.12 5.32 7.80 + + + + +- +- + + + + + + t t + + +-+- + + +-+- + + +-+- + + t t + + t t + + +-+- + + +-+- + + t t + + t t + + +-+- + + +-+- + + t t + + t t 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 3 | Page WATER QUALITY CALCULATIONS A = Area of the Site = 11.16 acres P = Percentage of Imperviousness = 38.80% P = Rainfall treatment depth = 1.8 inches Rv = Runoff coefficient WQv = Water quality treatment volume Rv = 0.015 + 0.0092I = 0.015 + 0.0092 (38.80) = 0.372 WQv = P * Rv * A/12 = 1.8 inches * 0.372 * 11.16 / 12 = 0.623 ac-ft = 27,126 ft3 The water quality volume is provided within the Wet Pond Storage. The primary overflow orifice for the pond is set at an elevation of 95.00’. The volume of the wet pond between an elevation of 89.00 feet and 95.00 feet is 29,318 ft3. DOWNSTREAM ANALYSIS The site discharges into a natural drainageway that leads to Pensacola Branch. According to our post developed calculations, there will be no adverse effects from our development. 1-L NEEL-SCHAFFER engineers planners surveyors environmental scientists ..... -Solutions you can build upon Apri l 20, 202 1 Mr. Hunter Simmons Planning and Zoning Manager 161 North Section Street Fairhope, Alabama 36532 Re: Drainage Review from Resubmittal -Fairhope Landing RV Resort SR 181 Dear Mr. Simmons: landscape architects We have reviewed the drainage from latest resubmittal of the site plans submittal for the above referenced property. All the comments from our letter dated April 5, 202 1 have been addressed and we do not have any additional comments. Please feel free to give us a call if you have any questions. Sincerely, NEEL-SI~ ohn Cameron, P.E. Senior Project Manager 851-East 1-65 Service Road South, Suite 1000, Mobile, AL 36606 251 .471 .2000, Fax 251.471.5997 RIVIERA UTILITIES 413 E Laurel Avenue, P.O. Drawer 2050, Foley, AL 36536 Phone (251) 943-5001 Fax (251) 970-4181 2/24/2021 Larry Smith, PE S.E. Civil Engineering & Surveying 880 Holcomb Blvd. Suite 2F Fairhope, AL 36532 RE: Fairhope Landing RV Resort This letter is to confirm that Riviera Utilities is currently able to provide Electric service to the proposed Fairhope Landing RV Resort, located in Fairhope. Riviera Utilities requires a 10’ easement along all side property lines and a 15’ easement along all front and rear property lines. Please ensure all property plats reflect the easements. Upon final design, Riviera Utilities will provide estimates for service fees and system installation requirements to meet all Riviera specifications. Please contact the following Riviera employees concerning costs and requirements. Name Department Email Scott Sligh Electric ssligh@rivierautilities.com If you have any questions or comments, contact Riviera Utilities at 251-943-5001. Thank you, James Wallace 880 Holcomb Blvd, Suite 2F Fairhope, Alabama 36532 251-990-6566 March 23, 2021 Mr. Jason Langley Fairhope Public Utilities 555 S. Section Street Fairhope, Alabama 36532 Re: Fairhope Landing RV Resort MOP - Fire Flow Test Dear Jason: The city provided the following Fire Flow data for the system in this area: Static Pressure – 56 psi Residual Pressure – 38 psi Flow – 920 gpm The standard condition for Determining Fire Flow available in a system is calculating the flow available at a residual pressure of 20 psi. This can be done by the following equation: Qr = Qf x (hr0.54 / hf 0.54), where Qr = the flow available at the desired residual pressure, gpm Qf = the sum of the flows from all hydrants, gpm hr = the difference in pressure between the static pressure measured at the residual hydrant and the desired residual pressure, psi hf = the difference in pressure between the static pressure and the residual pressure measured at the residual hydrant, psi Qr = unknown Qf = 920 gpm hr = 56 psi – 20 psi = 36 psi hf = 56 psi – 38 psi = 18 psi hr0.54 = 6.92 hf 0.54 = 4.76 Qr = 920 gpm x (6.92/4.76) = 1338 gpm Civil ..., Engineering & Surveying 880 Holcomb Blvd, Suite 2F Fairhope, Alabama 36532 251-990-6566 Based on the above calculations, the calculated fire flow at a residual pressure of 20 psi is 1338 gpm. The minimum allowable suggested fire flow is 1000 gpm. Based on this requirement, the existing fire flow IS adequate. Sincerely, Larry Smith, PE larry@secivil.pro 3DJHRI March 17, 2021 Mr. Geoff Lane Jubilee Self Storage, LLC 2210 Main Street, Ste. H. Daphne, AL 36526 RE: Updated Wetland Assessment PPIN 15491 Investigator: Daniel Calametti Dear Mr. Lane, As requested, Dewberry conducted a wetland assessment of the aforementioned property on 3/17/2021 to ensure the conditions referenced in the wetland assessment letter of 1/30/2017 were accurate. Reviewer utilized the USGS topographic maps, the NRCS web soil survey and the site plan produced by S.E. Civil. Based on the criteria defined in the 1987 Corps of Engineers Wetland Delineation Manual, and subsequent amendments, there are no jurisdictional wetlands or streams on the subject property. Copy of topo, soils, aerial, onsite photos, site plan and wetland data sheet are provided as part of this packet. Should you require any additional information, please don’t hesitate to contact me at 251.929.9801 or cbarnette@dewberry.com. Respectfully, Cathy S. Barnette Senior Environmental Scientist Dewberry· Dewberry Eng ineers 111c. 25353 Fr 1endsh1p Road Daphne , AL 36526 251 .990 .9950 251 .990 .9910 fax www.dewberry.corn 880 Holcomb Blvd, Ste 2F Fairhope, Alabama 36532 251-990-6566 March 23, 2021 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, Alabama 36532 Re: Fairhope Landing RV Resort – ADEM Letter Dear Hunter: This letter is to acknowledge that we are aware that an ADEM NPDES permit will be required for this project. We respectfully request that we be allowed to provide the ADEM permit at the time of permit submittal. If you have any questions, please let me know. Sincerely, Larry Smith, PE Partner Civil Engineering Surveying OAKWOOD AV ORCHARD LNCHAMBLISS HILL DR CALLAWAY DR DERBY LN CHUKKER CT KELLY-MCQUILLEN DRBOOTHE RDTHOMPSONHALL RDCOUNTY RD 27MAN O R BLV D OBERG RDBAY MEADOWS AV TWIN BEECH RDOBERG RDCity of FairhopePlanning Commission May 3, 2021 ¯ TWIN BEECH RD SD 21.27 Longbranch Subdivision Legend bc_base.GIS1.bc_base_GIS1_Planimetric_centerlines_96 COF Corp. Limits PUD - Planned Unit Development R-1 - Low Density Single-Family R-2 - Medium Density Single-Family R-3 - High Density Single-Family R-3PGH - Patio/Garden Single-Family R-6 - Mobile Home Park District R-A - Residential/Agriculture District COF Planning Jurisdiction ¯ ¯ ^ Project Name: Longbranch Subdivision PreliminarySite Data: 18.71 acresProject Type: Preliminary Plat (28 Lots)Jurisdiction: Fairhope Planning JurisdictionZoning District: R-2PPIN Number: 77788General Location: Located on the north side of Twin Beech Road between County Road 13 and Thompson Hall Road.Surveyor of Record: Engineer of Record: Dewberry Owner / Developer: FST 68VSchool District: Fairhope East Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ ConditionsPrepared by: Carla Davis 1 SD 21.27 Longbranch Subdivision Preliminary- May 3, 2021 Summary of Request: Public hearing to consider the request of FST 68V Longbranch 2019, LLC for Preliminary Plat approval of Longbranch Subdivision, a 28-lot division. The property is zoned R-2 Medium Density Single-Family. The property is approximately 18.71 acres and is located on the north side of Twin Beech Road between County Road 13 and Thompson Hall Road. This exact application was submitted and approved by the commission on April 1, 2019. The applicant failed to begin construction within the 1-year time period and the approval expired, thus the rational for the resubmittal of this application. Comments: The applicant is proposing a 28-lot subdivision. The largest size lot is depicted as 15, 027 square feet (.34 acres) and the smallest size lot is depicted as 12,195 square feet (0.28 acres). The minimum lot size is depicted as 10,500 square feet. The setbacks are listed as 35’ front and rear yard setbacks with a 10’ side and 20’ side street setback. It should be pointed out that in the “General Notes” it states “there is a 15 foot utility easement on all lot lines and common areas adjacent to the rights-of-way, 7.5 on each side of all rear lot lines, and a 5 foot utility easement on each side of lot lines, unless otherwise noted”. The plat indicates that there will be 8.21 acres of common area and the greenspace will be 4.85 acres (26 %). The detention pond, which will be a wet pond, is included in the 4.85 acres green space area. If the pond was deducted from the greenspace, there would still be 3.35 acres, or 18% greenspace. It should be noted, all greenspace and tree and landscaping shall be in compliance with the City of Fairhope Regulations. I I . I • I i _, •-•;lu J_ r,:.J!l..;H A.i'K'loUe ("rJ' H/1FJ ·----· I ~. I I ',. L-:--;-1-~,-J r--- , 24 I ! ~--I l --,.--l ~--.•;-.,..--1 I • ~.· I l --.,,,. ,,-; r----, , ZB I ! .~ I L --,.:--:--J I 27 I I •• I L:-~----;- CO MMON AREA 3 --.------;;r -· __ '!,:_•~-. 1 '.l I 1------. : H ,I 1-___:_.,._ - ' I ! b~-I i_..,.....;-,..J 1---- , 1" I ! -~-I r----7 I .i. lo i~i--~--~--~=~-·~-~-_J-1--h ;' ... ---, I 7 :1 ,_,,_:_, . I • f ! ·,; ,-"--.!.,-, ··-~ 1---t _-'-,-1_,:· -.,_-. _:-+-l r--~-1 ~ I I s ' . , 11.·s· I 1 '-.,,=--J • ,----, I .J., i L......~ -;.-;: -J i . ~ I • ~ I t • i • i i 2 SD 21.27 Longbranch Subdivision Preliminary- May 3, 2021 During the previous submittal citizens had some concerns regarding gopher tortoises being on the property. An official letter was submitted with the new application confirming that a survey was conducted by a senior environmental scientist on 01/24/2021 stating there were no burrows found onsite during the investigation. Sidewalks and lighting must be in compliance with Article VI, Section D; Article V, Section D.7.4 and Article V Section D 3. The site will be serviced with Riviera Utilities and/or Baldwin EMC for electrical. Water, sewer, and gas will be provided by Fairhope Utilities, and AT& T will be the telephone provider. Drainage has been reviewed and approved by City of Fairhope’s Public Works Director. Any additional requirements will need to be coordinate with the Public Works department. The applicant previously provided a traffic verification letter that no traffic study was required. A traffic count and justification regarding the requirement for a traffic study was reviewed and approved the Public Works Director. The director recommended a traffic calming device should be installed. The applicant at that time included a speed hump. Conformation of the traffic calming device will still need the approval of the Public Works Director prior to pre-constriction. The city’s water superintendent stated that the development will need to coordinate with Fairhope Utilities Water/Wastewater Superintendent on sewer upgrades. “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 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; • Not applicable c. The proposed subdivision is not consistent with these Regulations; • Meets d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or • Meets e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” • Meets The project does not appear to be inconsistent with the applicable criteria of the City of Fairhope. 3 SD 21.27 Longbranch Subdivision Preliminary- May 3, 2021 Recommendation: Staff recommends approval of SD 21.27 subject to the following conditions: 1) Must coordinate with Fairhope Utilities Water/Wastewater Superintendent on sewer upgrades. 2) Must receive approval from Public Works Director regarding traffic calming device. 3) Revise plat to depict a sidewalk easement along common area 3 where this is currently no sidewalk depicted. BROWN SUBDIVISIONMAP BOOK 12, PAGE 70BALDWIN COUNTY HIGHWAY NO. 44A.K.A. TWIN BEECH RD.(80' PUBLIC RIGHT-OF-WAY)BALDWIN COUNTY ROAD NO. 13(80' PUBLIC RIGHT-OF-WAY)14111234567891012131615171819202223242526BAAMALAMAGERITOVICRL.N 251.990.9950 fax 251.929-981525353 Friendship Road Daphne, AL 36526VICINITY MAP1" = 1 MILE” COMMON AREA 3C.A. 2212728W:\NATHAN\50108728-LONGBRANCH\PLANNING\50108728PRELIM.dwg, 4/8/2021 11:41:29 AM50' 25' 50' SCALE: 1" = 50' FLOOD CtRTIFICA TE: SURVEYOR'S NOTES: CURVE RADIUS ARC CHORD C1 20.00' 95.00' 28.34' C2 20.00' 31.421 28.28' C3 20.00' 31.42' 28.28' C4 224.93' 24.71' 24.70' C5 20.00' 29.22' 26.69' C6 20.00' 31.42' 28.28' C7 20.00' 31.42' 28.28' cs 20.00' 31.42' 28.28' C9 525.00' 27.66' 27.65' C10 525.00' 10.15' 10.15' C11 475.00' 43.57' 43.56' C12 500.00' 40.68' 40.67' C13 20.00' 31.33' 28.22' C18 249.93' 27.45' 27.44' S!TF" {),4T4: ZONlrlG: ,-2 LI\. F-. OF STREETS: 1.824 LF NlH.FFR OF I CTS: 78 l✓l,IMJfi LO-SIE: 1 SI/A_L=ST LOT: 12, 1 L,\RGEST LJT: 15,027 SF C)~MOI\ A.Rr-A: 8.71 .A.C TOTt\L /,REt,: • 8.71 ACRES ~EQU RED SET3AC-<S FRO, -30 F cET REA, -35 -=ET SIDE '0 FEET S UC. S ~t..ll 20 LTIL TIES WA-ER SERV CITY OF FAIRrOPE s=-wFR CITY OF FAn--lDFF l_cC I RIC SlRV Cc: RIVlcRf, JI IL I llS TE_cr I0Nc srnvic=, A-&-CHORD BEARING S44'42'13"E N45"24'59"E S44'35'01 "E N03' 33' 48"E S48'33'48"W N44'35'01 "W N45'24'59"E S44'35'01 "E N08'13'10''E N10"16'57"E N09'20'17"E S09'02'29"W N45'17'47"E N03'33'48"E -4.85 AC (76%)J CERTIFICATE OF APPROVAL BY TH[ FAIRHOPE PLANNING COMMISSION llv "IIYI' ,·1 All 1,·1·1 ♦ -RBF CERT/FICA TE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (~~ !,~~-, ?}fR,.,r, ,C~S{' ·:-~i~ t~~~~-8r,::; ,tc. REC-J~C 'iG 0° S ~ \ \ \ \ 8 ;;; "' 8 ~-:§: "' "' I I l CERT/FICA TE OF LEASEHOLD OWNERSHIP NOTARY PUBLIC: 100' I \ '\, SURVEYOR/ENGINEER: DEWBERRY 25353 FRIENDSHIP ROAD, DAPHNE, AL 36526 VICTOR L. GERMAIN, PLS UC. NO. 38473 JASON ESTES, PE UC. NO. 22714 -SEDGEFIELD SUBDIVISION SLIDE 2260-F NOTARY PUBLIC: DEVELOPER/OWNER: FST 68V LONGBRANCH 2019, LLC 29891 WOODROW LANE, STE. 300 SPANISH FORT, AL 36527 DESIGN ENG APRIL 8, 2021 -SHEET I OF I PRELIMINARY PlAT -NOT FOR FINAL RECORDING PIAT OF SUBDIVISION D.E.D. DRAWN A.E.F. CHKD. M.A.C. J.N.E, SURVEYOR V.L.G. PROJ MGR J.N.E. U Dewberry· SCALE 1 "=50' PROJ. NO.50108728 FILE 50108728FINAL SHEET 1 OF 1 ISSUED FOR CONSTRUCTION 2021.01.271 '-0" PEDESTRIAN EASEIAENT E ,1=11 I I 1WTTT-1 I 1-1 I I D C B A 2 3 4 5 if-------------------------------------------------=---=='""----""-'-------------------------------------------------li ~ ~ ~f-----------------------~2~5~•-~o· ________________________ -+------------------------~2~~-~o~·-------------------------1~ ~ ~ REQ'D STREET TREES (BY OTHERS) --*WATER MAIN MAY BE ON OPPOSITE SIDE OF ROADWAY. SEE WATER & SEWER PLAN FOR LOCATIONS. TYPE "A" VALLEY GUTTER ADDITIONAi CURB INFORMATION 1. 3,000 P.S.I. CONCRETE 2. EXPANSION JOINTS REQUIRED AT MAXIMUM SPACING OF 80 L.F. AND ALL CURB P.T.'S AND P.C.'S. 3. CONSTRUCTION JOINTS REQUIRED AT A MAXIMUM SPACING OF 10 L.F. ••• NO RED SOIL/CLAY WITHIN 100' OF CRITICAL AREAS, INCLUDING WETLANDS AND STREAI.IS, AS PER CITY OF FAIRHOPE RED SOIL/CLAY ORDINANCE. CRUSHED AGGREGATE BASE SHALL BE USED IN AREAS NOTED "l "', ·,7 T r-::-:-':=c-,---u-~~; T _l -~ .;/ j_ MODIFIED VALLEY GUTTER TAPER SPEED HUMP (HORIZONTAL) 12~ SOLID WHITE THERMOPLASTIC ~SHARK'S TOOTH~ SECTION B-B PAVEMENT , 3" MAX. HEIGHT lrilllliri IHl@IIU::::~.;l~=-•HHUHlt an,umJIRDlfBHmRlll•BPRR ll@HPHHri•HHI Uhri 1--------------12.0·---------------1 SECTION A-A SPEED HUMP PAVEMENT SPEED HUMP DETAIL "*LOCA 110N OF SIDEWALK MAY VARY FROM EDGE OF PAVEMENT SEE SIDEWALK PLAN LOCATIONS. REQ'D STREET TREES (BY OTHERS) ROADWAY STRUCTURE DESCRIPTION 1'-o• PEDESTRIAN EASEMENT 1. HOT PLANT SURFACE COURSE 1 1/2" THICK, 165 LBS. PER SQ. YARD OF TYPE SECTION 429 A HOT BITUMINOUS PAVEMENT MIX 2. 2. PRIME 0.25 GAL. PER SQ. YARD MINIMUM OF BITUMINOUS TREATMENT TYPE "A" PRIME COAT OF SECTION 401 BITUMINOUS TREATMENT 3. SAND/CLAY BASE MATERIAL 4" THICK, UPPER COURSE, SECTION 821 GRANULAR SOIL MATERIAL, TYPE "A", 100% COMPACTION AASHTO T-180, METHOD ''A". 4. SAND/CLAY BASE MATERIAL 4" THICK, LOWER COURSE, SECTION 821 GRANULAR SOIL MATERIAL, TYPE "A", 100% COMPACTION AASHTO T-180, METHOD "A". 5. 24" THICK GRANULAR SAND SUB-BASE MATERIAL COMPACTED TO 100% OF THE STANDARD PROCTOR (AASHTO T-99) AS DIRECTED BY THE ENGINEER 6. STRIP EXISTING TOPSOIIL, THICKNESS VARIES 7. TOPSOIL FROM STOCKPILE, 4" MIN. THICKNESS 8. REQUIRED MINIMUM 12" EXCAVATION FROM EXISTING GROUND PER GEOTECH REPORT. (APPROXIMATE LOCATION FOR EXCAVATION: BARNDLING STREET STA: 10+10.15 -STA: 11+81.89) REQ'D ASPHALT PAVEMENT /a• MIN. -1/4~ MAX. TYPE •F" CURB CONSTRUCTED FLUSH ADJACENT TO BRICK PA\£RS RIBBON CURB VARIABLE VARIABLE LANE WIDTH LANE WIDTH OVERLAPPING ASPHALT DETAIL • Dewberry· SEAL SCALE NO. REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE 25363 FRIENDSHIP ROAD DAPHNE,AL36526 251.990.9950 :r: (_) () <( ::a: z -' <( -' OJ <( t--=' <( 0::: -' 0:: 0 <( co ~ ui a.. (9 CL 0 :r: z > 0::: ex:, 0 «> <( IL _J N/A DESCRIPTION DATE BMA JNE JNE FEBRUARY2019 TYPICAL ROADWAY SECTIONS & DETAILS PROJECT NO. 50108728 82 SHEET NO. 14425371110131212421 2223626272889191617182015ISSUED FOR CONSTRUCTION 2021.01.27E D C B A LEGEND. @ -TREE PROTECTION -AREA TO BE CLEARED & GRUBBED NOTES: A 11WFIC BARRIER FENCE SHAU. IIE INSTAU..ED AT NOR1H END aF Pll0PERlY 10 PREVENT ANY CONSTRUCTION lRAFFIC FROM ENlERING OR EXITING THROUGH lHE EXISTING SUBDIVISION SEDGEFIELD. CRZ RAlllUS-1 FOOT PER INCH OF TRUNK DIAMEl'ER FIRMLY DRIVEN METIL. 'T' BAR STAKES (1.5"X1.5"l<0.125"X10i OR EQUAL -8'-o" o.c. TREE PROTECTION FENCE eoawberry-SEAL SCALE 25353 FRIENDSHIP ROAD DAPHNE,AL36526 251.990.9950 I <( 0 (.) ::::;: z ...J <( ...J ID <( ...,: ::i 0:: 0::: 0 <( a::i ~ ui ll.. (.9 ll.. 0 :::c z > 0:: CX) 0 CD ~ _J 0 50 100 ~-IC-NO. DESCRIPTION REVISIONS 150 DATE BMA JNE JNE DRAWN BY APPROVED BY CHECKED BY DATE FEBRUARY 2019 TITLE CLEARING & GRUBBING PLAN PROJECT NO. 50108728 C1 SHEETNO. 14425371110131212421 2223626272889191617182015ISSUED FOR CONSTRUCTION 2021.01.27E D C B A ---\-CONSTRUCTION ENTRANCE/EXIT· Install pre-construction Install and silt fence --------..... -----soon roadway CONSTRUCTION ENTRANCE/EXIT DETAIL §1 NTS 1----------------10'-o" ---------------i WIRE FABRIC 2 16' WOOD OR STEEL POST CONCRETE WASHOUT DETAIL r 0 I ;,, NTS WOOD OR STEEL POST WIRE FABRIC 32" MIN. FILTER FABRIC TYPE "A" SILT FENCE DETAIL 00 NTS 3 ~ INSTALL SIGN j_j__ i : I __ _) 4 , , / , I I I I I , J ( ( \ \ \ ) ) I / / /0 ~~ I ; 1 '---n--,-'-I -y--5 ~ , , , / / I I I I I I \ i I I , , I , ' I ' ' I I \ i ,I I I / I I I , , , , I FLOW 4 FOOT LONG, 1" THICK STAKE AT APPROXIMATELY 20' ANGLE 2 PER BALE SILT FENCE INLET GROUND LEVEL HAYBALE INLET PROTECTION SHOULD CONSIST OF SILT FENCE AND HAY BALE STRUCTURE THAT COMPLETELY SURROUNDS THE INLET. THE HEIGHT OF THE FABRIC SHOULD BE 1.5 FEET MAXlf.lUf.l AND 1 FOOT MINlf.lUM. THE BASE OF THE FABRIC SHOULD BE BURIED AT LEAST 12" BELOW THE SURFACE. SILT FENCE MUST BE CROSS BRACED TO PREVENT THE STRUCTURE FROM COLLAPSING INTO THE INLET. SUPPORT POSTS SHOULD BE 2"X4" WOODEN POSTS WITH A MINIMUM POST LENGTH OF 3 FEET. POSTS SHOULD BE APPROXIMATELY 18" INTO THE GROUND. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE STRUCTURE. ....,H=Au..Y.,.BA....,L .... E .......... IN....,L..,.E..._T__.P ...... R=O....,T_.E.,,.C ..... Tl_,..O ....... N___.D....,E ... T..,_A...,IL.__ ~ SECTION VIEW STAKED AND ENTRENCHED STRAW BALE 4• STRAW BALE INSTALLATION ~ NTS NTS 8" CMU BLOCKS FOR PIPE SUPPORT (CELLS PARALLEL TO GROUND) 4"o FILTER WRAPPED PVC PIPE SET TO IMPEDE FLOW AROUND INLET "B" STORMPIPE 4"• FILTER 'ltl<APPED PVC PIPE ASPHALT PLAN VIEW SECTION "B"-"B" CURB INLET PROTECTION DETAIL NTS I Dewbeny SEAL SCALE 25353FRIENOSHIPROAD D~E,AL.365213 251.990.9Wl I u <( (.) ::le z ...J <( ...J [Il ~ ~ ::i ci <( co ~ ui a. ~ a. 0 I z > 0:: co <( 0 "' LL ....J 0 50 100 ~---NO. REVISIONS DESCRIPTION 150 DATE JNE JNE DRAWN BY APPROVED BY CHECKED BY DATE FEBRUARY 2019 TITLE BEST MANAGEMENT PRACTICES PLAN PROJECT NO. 50108728 C2 SHEET NO. 14425371110131212421 2223626272889191617182015ISSUED FOR CONSTRUCTION 2021.01.27E D C B A 10.0' TREE PRESERVATION EASEMENT ' ) '' I' I' .'' ' ' ,,....,,,..-20.0' TREE PRESERVATION / _............ EASEMENT ,,,,/ ,,_.--,, / f t-_-_s-~----~-~\,-,,-,-,-,,-,-,,-,-,-,,,-,__.__--_-_,_-,.;;--o,,._~--,---+,-,-,~-~~~~,,-,~,,J-,-~-~:-:-~-~--~~~-~-:---~-~---:-~-~-~------1 --------. I ---....... : EXISTING ..l.lNCTION BOX ....... -........................ , .... _ +-----~ --------I _________ _/ DBAINAGf SJBUCWBE 0 INSTALL S1 INLET @] ~~T~,,,.~~~tTION BOX @] INSTALL 51 INLET IT] STA. 13+'46.12 STA. 10+37.16 OFF. 12.5' INVERT EL.=67.35 OFF. 12.5' THROAT EL.=78.96 THROAT EL.•B8.93 INV'ERT EL•7-t..96 INVERT EL.•86.20 ~ INSTALL S1 INLET II] INSTALL S1 INLET 0 INSTALL S1 INLET 0 STA. 11+82.12 STA. 15+10.12 STA. 10+37.16 OFF. 12.5' Off. 12.5' Off. 12.5' THROAT EL= 73.60 THROAT EL•B4.59 THROAT EL.•88.93 INVERT EL.•69.10 INVERT EL•81.59 INVERT El..=85.60 0 INSTALL 51 INLET 0 INSTALL 51 INLET [D ~T:.:.~+1o~~~oo BOX lil STA. 11+82.12 STA. 1-t.+71,2-t. Of'F. 12.5' OFF. 12.5' Off. 12.5 THROAT EL.•73.60 THROAT EL.•84.29 RIM EL•BB.17 INVERT EL.•68.35 INVERT EL•72.29 INVERT EL• 78.20 INSTAU. 52 INLET ~ STA. 20+77.96 OFF'. 12.5 THROAT EL..•86.95 INVERT EL=83.15 INSTALL S2 INLET 0 STA. 20+77.96 Off. 12.5' THROAT EL.•86.95 INV'ERT EL=83. 70 INSTALL S1 INLET @] STA. 21+79.31 OFF. 12.5' THROAT EL.=B7.49 INVERT EL•B-t.. 79 -\--L, I I ~:T~=~~9~TION BOX ~ INSTALl S1 INLET STA. 12+95.09 IN\£RT EL.•68.98 OFF. 12.5' THROAT EL.•B2.09 INVERT EL•79.39 INSTALL JUNCTION BOX STA. 12+1-t..96 OFF. 12.5' RIM EL.•83.99 INVERT EL.•77.85 INSTALL S1 INLET STA. 12+95.09 OFF. 12.5' THROAT EL.•82.09 INVERT EL.•79.00 ,r--'--.... _______ _ PRAlNA.GE PIPE G) :yr;._~:s P~~f~~!~;:~© INSTALL 197 LF 35• RCP 0 INSTAll 199 LF 1a• RCP @) INSTALL 104 LF 2-t-• RCP @ INLET EL=68.35 INLET EL.•72.29 INLET EL-83.15 INLET EL=69.73 OUTLET EL.=67.35 CUTI.ET El.•67.00 OUTLET El.•81.75 OUlLET EL=69.01 ® INSTALL 161 LF 1a• RCP © INSTALL 68 LF 36,. RCP © INSTALL 26 LF 1a• RCP @ INSTALL 26 LF 2-t.• RCP ® INLET EL-7-t..9S INLET EL•67 .35 INLET El.=86.20 INLET EL=B3.70 OUll.ET EL..•70.10 OUTLET EL•67.00 OUllET EL.=85.60 OUllET EL..•83.15 @ INSTALL 26 LF 30• RCP © INSTALL -t.3 LF 1a• RCP ® INSTALL 167 LF 1a• RCP @ INSTALL 99 LF 1a• RCP ® INLET EL•69.10 INLET EL.•81.59 INLET El..•85.60 INLET EL.•8-t.. 79 OUllET El...•68.85 OUTLET EL.•81.00 OUTLET EL.•83.00 OUTLET El..•83.15 INSTALL 197 LF 24"' RCP @ INSTALL 77 LF 1 B" RCP INLET EL= 78.20 INLET EL=79.00 OU1LET EL=75.25 OUlLET EL• 77.85 INSTALL 50 LF 35• RCP @ INSTALL 26 LF 1 a• RCP INLET EL.=68.98 INLET EL• 79 . .:59 OOTl.ET EL.:67.00 OUTLET EL= 79.00 INSTALL 157 LF 19• RCP INLET El.=7-t..10 OUTLET El..•71.75 25353 FRIENDSHI? ROAD 0APHNE, AL 36526 251.990.9950 I 0 <( (,) :;;; z .,,,J <( .,,,J CD ~ t--=' ::i a::: 0 <( CD ~ uf Cl. (9 Cl. 0 :r: z > a::: CX) 0 co <( LL _J SEAL SCALE 0 50 100 &•c-NO. DESCRIPTION REVISIONS 150 DATE BMA JNE JNE DRAWN BY APPROVED BY CHECKED BY DATE FEBRUARY 2019 TITLE OVERALL DRAINAGE PLAN PROJECT NO. 5010B72B C3 SHEET NO. 14425371110131212421 2223626272889161718191520ISSUED FOR CONSTRUCTION 2021.01.27E D C B A NOTE: 1, LOCATION OF EXISTING GAS MAIN IS UNKNOWN ANO MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION 2 SIDEWALK THAT IS REMOVED WHILE TYING TO EXISTING MANHOLE WILL NEED TO BE REPLACED. A A • A A 2 3 4 5 EXISTING 5• PVC WATER MAIN \ FLJ~,1~si.l'= , '\--f I r 20.0· lREE PREsERvA110N \ I 1 20.0· TREE PREsERvATioN i I. I EASEMENT INSTALL s· M.J. GAlE VALVE. I EASEMENT ~% i ,o.o· TREE PREsERvAnoN _1-1~,_-_-_-_-_-_-_-_-_-_-_-_-_-_,:-_-_-_-_-_-_-_-_-_-_-_--~..,"_-_-_-_-__ -_-_-_-__ -_-_-_-_-__ ~--~~~--~~~--~~---'_r __ J._-_-_--lt--__ -_-_-_-_-_ r_-_-_-__ -_-_-_-__ -_-_-_-__ -_-_-_-_i'l __ ll'ii;;;:;1l,'l!ii-rn:r~---:_;'.'.' __ ~~,~~~~lt.We.~i•., I --------------------------------------------------------------------------------i h, :_: !, EASEMENT 1 I e I , -'w".s,..rAU.M••·,.•vc .• "! J •', I APPROXIMATE LOCATION OF I/ .EXI. SllNG GAS MAIN (AELDI ilFY) I _'. ! ~ ' TIE FORCE MAIN TO ; I I I I • EXISTlNGMANa..E o+,LL ··11 I ~ ~ (TO BE LINED PER CITY OF INSTALL WATER SERVICE INSTALL 3• M.J. lEE & \ ; I '., ,cJ~1~'"sil'~~i \ j l ~I : '1 '-~~; ---=HOPt s:~~~;,::ED:l)RAEU<CTIONAL BORE / (TYPICA) INSTALL 3• M.J. TEE&: (:) .3• M.J. GATE VALVES ( J \f I . ~ tia-1,nr--,, I !r 100 LF Of 4• HOPE (2) 3• M.J. GATE VAL\ S INSTALL,. PVC INSTALL SEWER SERVICE\ :: • TIE FORCEMAIN TO INSTALL WAlER(•!~RICVIACEL) INS"J'\LL 3• PVC INSTALL SEWER(SE~~A~) \ ~,Jd.i,il ,1 -1-. _,, h,L Ws .. SEWERFOR~E:AIN\ .. m'ICAL) .\/---::~>'· ·±·~,v-••o•o:E:••NHOL£ .. ,, , ., ... SEWER ORCE~~,~-0 ·' ___ _._~---~--~----:~:~~-·-~~--·:~· ._.\ .. _ ./, • .Jir1 ~~ti~~-; ·~~ ~~L~ ·/;·,./I·.,~~~~~·~~~~·~--+ •·•~ ~.~:~~1----~--~=-~-t=-• ,. i BA~~, LrnG~;.~•--·-·· ,~ h--~ rcc-~,--~-----1----_:_---t-----r-----¾+----,------!------r--ffi-t I --~ ~: t . -··•· . """"" .! ---1-r -~ -~ ,~ ! \ INST:~:~!~~-125.INS~~~~;~ _j • •-.•r • ,K~s;;-:;:G~i·i~ • • '· • :.:.i·: .. :·_/ " '. • •· J •• :si~-6: .~:"o~•::LVES •• ,.., ~NSTAU.·::WE ~~~E··~ • , ,. • • \_ :NS~:~ Fl:: ., • ' \_ IN~TA~ :. p: ', \ :NS::LL W~~·:;~C~,/\• ••· • 1,NST=•ARE/ -i~ REMOVE CAP & TIE TO EXISTING s• PVC WAlER MAIN M.J. BEND ·r WAlER MAIN INSTALL FIRE TYPICAL) HYDRANT ASSEMBLY WAlER MAIN (TYPICAL) ,, HYDRANT ASSEMBLY Mr HYDR~~S~~~~~ _j '· HYDRANT ASSEI.IBLY /1 INSTALL WAlER MAIN °Cff~ • :E ,, UNDER DRAIN PIPE J ; I ' I ' ooL, SE.:~Tt~cf :~ --._ • I I INSTALL SEWER SERVICE [ (TYPICAL) . ' I I ' ' ;· ~ INSTALL WAlER SERVICE .: (TIPICAL) ! ' ' ' I 25 !LJ ______ _L ______ _L ______ -1..._ ______ ..1_ ______ _,_ ______ _a : .• i ,,' INSTALL 6x6 ... TAPPING I i ,, SLEEVE & VALVE ASSEMBLY ,. , ,, 1•1 I t / ti ,,l t I / ~ / 9 S&t-1, , i, / t ,t:f •I! / ~ ' I --~-ii bot« I ~ I _____________________________ j ,,,•· !ii !ll)/ 1~ I WI/ ~<> I ~ I ~ ! ' >"I I I PROPOSED POND t -,,__..---,----H,ri+• I !• i I i I j I i I i I i I I i i i I H i l l I i i i I i i I I I i i i I I i i I i j i I hi I ~ I I ~ i : 1 i INSTALL 6"' M.J. GAlE VALVE, INSTALL SEWER -....._ ~ 18 LF 5• D.I. WAlER MAIN, FLUSHING STATION '-.. If ~ ~• FIRE HYDRANT ASSEMBLY & ~--------~~~.,/ DI, ~u-~-•-·.•_w_o ________ ~ ----~ ; 1 i ' I > I I . !Ii I ! I i , i I • I i ; i ! , I ! r=1~ I I ii! 1; EXISTING CAS MAIN J EXISTING 6"' SE't£R FORCE MAIN IDawbarrr SEAL SCALE 25353 FRIENDSHIP ROAD DAPHNE,AL36526 251.990.9950 I <( 0 0 ::::;; z -' <( -' CD ~ ~ ::i c:: ci <( c:o ~ u.i a.. c., a.. 0 I z > c:: <X) 0 (0 <( LL _I 0 50 ~---1 REVISED SEWER NO. DESCRIPTION REVISIONS DRAWN BY APPROVED BY CHECKED BY 150 1.6.21 DATE BMA JNE JNE DATE FEBRUARY 2019 TITlE OVERALL WATER & SEWER PLAN PROJECT NO. 50108728 C4 SHEET NO. •••14425371110131212421 222362526272889191617182015••••ISSUED FOR CONSTRUCTION 2021.01.27E D C B A 10.0' 1REE PRESERVATION EASEMENT " " INST AU SPEED HUMP 1 / (lWICAL) :: il " JI " II " !! II II II II II II II II II II II II II II n II II ii ii i: 0 2 3 4 5 ~ 20.0' TREE PRESERVATION d)~~~~~~~~~l,l-~~~~-+t_~~~~-.--~~)ir--~r11~"1S--~~~11r--+-7~--~1-,lr;~~ir'~iwr------"'ll~ .......... -~n,~;;:r-----,~jT""tl~:5""-t---r:;EA:SEM:::E:NT~---,------,------,-------,----4l~i ~s ......,__ __ -+ __ __i_--J:::{9"-·-------------------------------------------------------------------------I ii I 5' WID CONCRETE I I ,I, i I i 5' WIDE CONCRETE SIDEWALi< (SEE DETAIL) INSTALL STREAM BUFFER < SIGN (SEE DETAIL) "' \ \ \ \ '\ \ µf-,·-•· PLAN VIEW NTS r I 0 0 -·· 0 ...... 0 ---... -----""2;----~---_.,,-£-~-------; -INSTALL H □ICAP RAMPS (SEE DETAIL) INSTALL SlREET LIGHT (TYPICAL) INSTALL SPEED HUMP (TYPIC) L I V RIES (50' MINIMUM RIGHT OF WAY) I ' ' ' ' ' ' : : ! : : ;-I ·-----------------------------.J l\JRNING MO'v£MENT/Cl.EARANCE FOR SOLID WASlE TRUCK lRUNCAlEO DOME SURF ACE PER ADA 1~1 MAX. 5• lHICK CONC PAVING SECTION "A A" NTS .. NOTES 60•xeo• FLAT LANDING REQUIRED AT END OF RAMP ~ 4" THICK CONCRETE SIDEWALK SEE PLAN FOR LOCATION OF SIDEWALK & HANDICAP RAMPS. ALL HANDICAP ACCESS AREAS SHAU. COMPLY WITH ADA REGUlA TIONS THE VALLEY GUTTER SHALL BE 1.!0DIFIED TO PROVIDE ADA COMPLIANT SLOPE FROM BACK OF CURB TO FLOW LINE. 11£ RMP SHOULD BE A COfftlUOUS POUR. NO ..ONTS YIIU. BE Al.LOIED FROM THE EDGE OF PA\DIENT TO THE TOP OF lHE RAMP. so·>eso· FLAT LANDING REQUIRED AT ENO OF RAMP CONllNUOUS POUR-NO JOINTS FR<lil EDGE OF PAVEMENT TO 10P OF RAIF VAlllY GUTTER 112• EXPANSION JOINT MATERIAL 112• EXPANSION JOINT MATERIAL ISOMETRIC VIEW NTS l'-O"xl'-6"x,OBO" ALUMINUM STREAM BUF'f'ER B[l.JNDARY SIGN T□ READ •STREAM BUFFER BOUNDARY PER CITY □F' f'AIRH□PE 1l□L T T□ STEEL TU1lE □R GALVANIZED U CHANNEL \JITH 3/8• CADMIUM PLATED BOLTS, NUTS AND \JASHERS, 2•x2•x,1ee· STEEL TU DR GALYANIZED U CHANNEL EXTEND INT□ C□NC. 1lASE 2•-0• EXISTING GRA l'-0" C □NC, 1lASE "STREAM PROPOSED POND kJ BUFFER" SIGN NaT T□ SCALE NOTE: 10 STREAM BUFFER SIGNS TO BE INSTAl.l.ED AS PART CF BMP INSTAU.ATION INSTALL SPEED LIMIT SIGN INS SIDEWALK EE DETAIL) I ~ I STREET LIGHT (TYPICAL) I I Ii I I Ii : I I i I i I i I i I i I 5' 'NIDE CONCRETE SID AU< (SEE DETAIL) /,/,,/ ,/// i l ,,// ~------~-----__J_.J,,// -· -· -· -· INSTALl. STREAM BUFFER / SIGN (SEE DETAIL) "y ,,.-/ / TYPICAL CROSSWALK STRIPING I I I I INSTALL STREAM BUFFER SIGN (SEE DETAIL) ~ / I I I I / / / / 5' WIDE CONCRETE SIDEWALK (SEE DETAIL) WlEMll. __. N01ES, ~ ~ I I 111 I I I Ii I I I I I I Ii I I: I~ I I Ii :1 . Ii i 11 I • I~ -PEDESTRIAN CIRCULATION FROM HOUSES TO COMMON AREA SIDEWALKS ARE LOCAlED 8.0" FR<1i1 BAac OF OJRB, TAA BB BB BB AA i f---t,-:_-:_-:_-:_-:_-:_-:_-::_'::_-:_-:_-:_-:_-:_--'--_-_-_-_-_-___ L_-_-_-_-_-_-_--;--'---l ~ CONSTRUCllON CONTROL ..DINT CONCRETE WALK DETAIL I Dawbarry-SEAL SCALE 0 25353 FRIENOSHIF' ROAD DN'HNE,AL36526 251.900.9950 I (_) 0 <( ~ z ....J <( ....J CD ~ .....=-<( 0:: ....J 0 <( CD ~ uI a.. CD a.. 0 ::c z > 0:: 00 0 co <( LL _J 50 100 ~L-REVISED SIDEWALK DETAIL NO. REVISIONS DESCRIPTION 150 1.27.21 DATE BMA JNE JNE DRAWN BY APPROVED BY CHECKED BY OATE FEBRUARY 2019 TITLE SIDEWALK, SIGNAGE & LIGHTING PLAN PROJECT NO. 50108728 cs SHEET NO. 1520181716199828272662322212411213101173524141.CONTRACTOR SHALL GRADE AND FILL THE LOTS IN ACCORDANCE WITH THE SPECIFICATIONSSHOWN HEREON.2. FILL PLACED WITHIN THE BUILDING PAD OF EACH LOT UP TO AN ELEVATION OF TWO FEET (2')BELOW THE FINAL SUBGRADE ELEVATION SHOULD BE COMPACTED TO AT LEASTNINETY-FIVE PERCENT (95%) OF THE ASTM D-698 STANDARD DENSITY AT MOISTURECONTENTS WITHIN +/- 3% OF THE MATERIAL'S OPTIMAL MOISTURE CONTENT.3. FILL PLACED WITHIN TWO FEET (2') OF THE FINAL SUBGRADE ELEVATION SHOULD BECOMPACTED TO AT LEAST NINETY-EIGHT PERCENT (98%) OF THE ASTM D-698 STANDARDDENSITY AT MOISTURE CONTENTS WITHIN +/- 3% OF THE MATERIAL'S OPTIMAL MOISTURECONTENT.4. ONCE THE SURFACE OF EACH LIFT OF FILL IS READY FOR THE NEXT LIFT, THE EXPOSED SOILSHOULD BE MAINTAINED AT THE REQUIRED MOISTURE CONTENT UNTIL THE NEXT LIFT OFFILL IS PLACED. THE SURFACE OF THE LIFTS SHOULD NOT BE EXPOSED TO WEATHER FOR ANEXTENDED PERIOD OF TIME.5.CONTRACTOR SHALL PROVIDE A LICENSED SOIL ENGINEER'S LETTER CERTIFYING THECOMPACTION AND/OR SOIL BEARING PRESSURE OF EACH LOT.6. CONTRACTOR SHALL PROVIDE A COMPLETE LIST OF LOTS WHERE ANY OFFSITE FILLMATERIAL HAS BEEN USED TO DEVELOP THE LOTS. NOTWITHSTANDING ANYTHINGCONTAINED HEREIN TO THE CONTRARY, THERE SHALL BE NO MUCK, TRASH, CLAY OR OTHERUNSUITABLE SOIL OR UNSUITABLE MATERIAL LOCATED ON OR UNDER ANY OF THE LOTS.7. THE LOTS SHALL BE DEVELOPED WITH BUILDING PADS WITHIN TWO (2) INCHES OF THE PADFINISHED ELEVATIONS REFLECTED ON THE LOT GRADING PLAN, AND THEY WILL SUPPORTMONOLITHIC SLAB FOUNDATIONS (THE “BUILDING PADS”). Volumes by Triangulation (Prisms) Fri Sep 11 09:02:41 2020Existing Surface: W:\NATHAN\50108728-LONGBRANCH\ENGINEERING\CARLSON\DTM\Overall_Minus Lot Grading.tinFinal Surface: W:\NATHAN\50108728-LONGBRANCH\ENGINEERING\CARLSON\DTM\Lot Grading.tinCut volume: 75,406.2 C.F., 2,792.82 C.Y.Fill volume: 355,210.4 C.F., 13,155.94 C.Y.Area in Cut : 106,167.1 S.F., 2.44 AcresArea in Fill: 255,329.6 S.F., 5.86 AcresTotal inclusion area: 363,494.3 S.F., 8.34 AcresISSUED FOR CONSTRUCTION 2021.01.27E D C B LOT GRADING EARTHWORK QUANTITIES LOT GRADING NOTES: A •oewbarrr SEAL SCALE 25353 FRIENDSHIP ROAD DAPHNE. M. 36526 251.900.9950 ::c (.) ~ <( :::;; z -' <( CD <( i--:-:'.5 c:: ~ 15 <( ID ~ u.i Cl.. C) Cl.. 0 ::c z > c:: co 0 «> <( ~ _J 0 50 ~--NO. DESCRIPTION REVISIONS 150 DATE BMA JNE JNE DRAWN BY APPROVED BY CHECKED BY DATE FEBRUARY 2019 TITLE LOT GRADING PROJECT NO. 50108728 LG SHEET NO. ISSUED FOR CONSTRUCTION 2021.01.27E D C B A POND BERM " " 2 POND DETAIL NOT TO SCALE RETENTION BASIN SHALL BE GRASSED WITH PERMANENT VEGETATION. Ll . " 1-------6.00' ------' Ll t-,/7 t---'----~. • ~----'---...::..J <l • Ll •. .; <). • <l . . . ti WEIR INVERT EL.=71.od TOE EL.=69.00 <l . PO D BOTTO EL.=67.00 i----------------18.00' ---------------a WEIR PLAN DETAIL TOP OF BERM EL.= 74.00 NOTE, THE WEIR SECTION SHALL BE 6" THICK 3000 PSI (@ 28 DAYS) CONCRETE WITH #4 BARS @ 9" O.C.E.W. L'.l WEIR INVERT EL.=71.00 <1 <l i-------6.00' ----~-' POND BOTTOM EL. 67.00 WEIR SECTION DETAIL ,__ ___________ 28.05' -----------~ BEGIN CONCRETE WEIR ----WEIR INVERT EL.=71.00' 1'X2' THICKENED SLAB f-------10.00' -------j I TOP OF POND EL.=74.00 I OUTFALL STRUCTURE PROFILE DETAIL POND BERM 28.05' EXISTING GROUND 3 SECTION NTS NOTE, TOP ELEV OF 71.00 SHALL BE MAINTAINED AROUND THE ENTIRE STILLING BASIN (LEVEL SPREADER). BOTTOM ELEV OF 70.00 SHALL BE MAINTAINED AT THE TOP OF THE CLASS 2 RIP RAP. STILLING BASIN DETAIL NOT TO SCALE NOTE, NO RED CLAY OR SOILS SHALL BE USED IN POND CONSTRUCTION OR l\1THIN 100' OF ANY CRITICAL AREAS, INCLUDING WETLANDS AND STREAMS, AS PER CITY OF 4 ------..____ "' \ \ \ \ \ I I I I I I I ) I \ -L 1' I I I I I I J \ I \ I \ I I I I I ' / I / ,/ r__,, /----1 / I ( \ \ I I I I I I I I I I ! ) \ ( I I I I I \ I I I \ \ I I I \ I I I I I \ I I \ I \ \ \ \ I I I I I I \ \ \ I I \ \ \ \ \ \ \ \ I \ \ \ I I I \ I I \ \ INSTALL\coNCRETE ~ILLWAY \ \ (SEE D\l"AIL) \ \, \~ ...... , ',.....__ ', 12.000·' \ ' ' ' ' ' ' I I ___ _; I I , 5 \ \ I \ \ I I I \ \ \ \ \ \ \ l I \ \ \ \ \ \ I \ \ \ \ \ \ \ \ ' \ \ \ INSTALL\JO TONS c~"ss II RIP RAP 'N( FILTER F~RIC \ ', '\ \ \ \ \ ' \ \ ' ' ' ' " ' ' ·, ' ' ' ', \. '::--.-. ', >i:'::s;:;;:::::==;:::---' '\ /\5)' ', " ', '!"(;.., -', ', ' ' "'' '" ' TALL &(ILLING BASIN'-, \. '-'-'\. • DewbeffJ'" SEAL SCALE 25353 FRIENDSHIP ROAD DAPHNE,AL36526 251.990.9950 :r: (_) 0 <( ::a: z -' <( -' ID <( I--<( ll'. -' 0::: 0 <( co ~ ui a.. (.9 a.. 0 z > I ex:, ll'. 0 en <( IL _J 30 ~•c-60 NO. DESCRIPTION REVISIONS DRAWN BY APPROVED BY CHECKED BY 90 I DATE BMA JNE JNE DATE FEBRUARY 2019 TITLE STORMWATER POND PLAN & DETAILS PROJECT NO. 50108728 D1 FAIRHOPE RED SOIL/CLAY ORDINANCE. 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'< ~ " :::; ~ I ~ ~ ~ >, 01) \:' • a I ~ Table of Contents General Information ...................................................................................................................... 2 Existing Drainage Conditions ....................................................................................................... 2 Hydraulic Analysis ......................................................................................................................... 2 Summary of Results ....................................................................................................................... 3 Low Impact Development (LID) ............................................................................................... 3-5 Appendix A ..................................................................................................................................... 6 Vicinity Map ........................................................................................................................ . Overall Drainage Map .......................................................................................................... . Appendix B ..................................................................................................................................... 7 Web Soil Survey Results ...................................................................................................... . Appendix C ..................................................................................................................................... 8 PondPack Report ................................................................................................................... . Appendix D ..................................................................................................................................... 9 StonnCAD Report ................................................................................................................ . Appendix E ................................................................................................................................... 10 Low Impact Development (LID) .......................................................................................... . Appendix F ................................................................................................................................... 1 O FlowMaster Report for Drainage Area Through Existing Box Culverts .............................. . I Dewberry~ _________________________ _, 0 Table of Contents Introduction ................................................................................................................................................1 Site Description ..........................................................................................................................................1 Existing Water Distribution System.........................................................................................................1 Proposed Water Distribution System.......................................................................................................1 Water System Demands ............................................................................................................................2 Water Model Analysis ...............................................................................................................................3 Summary .....................................................................................................................................................3 Appendix A .................................................................................................................................................4 Vicinity Map .............................................................................................................................................. Appendix B .................................................................................................................................................5 WaterCad Results ...................................................................................................................................... \! Dewberr • 1 INTRODUCTION The purpose of this report is to provide an analysis of the proposed water distribution system for Longbranch. The system was designed to provide sufficient domestic demand during average daily flows, while providing adequate fire flow demand to each hydrant. The system was analyzed using Bentley’s computer modeling software, WaterCAD V8i. SITE DESCRIPTION The proposed project is located in Fairhope, Alabama and contains approximately 18.71 acres. The location is in Section 22 of Township 6 South, Range 2 East. The property is bordered to the north by Sedgefield subdivision and to the south by CR 44 (Twin Beech Rd). The property is currently undeveloped and a vicinity map can be found in Appendix A. The overall project consists of 28 residential lots and will be built in one phase. EXISTING WATER DISTRIBUTION SYSTEM There is an existing 6 inch water main located along CR 44. The water main is maintained by the City of Fairhope. Fire flow test data for the hydrants located on CR 44 were obtained from the City of Fairhope and used to produce this water model. The resulting flow and pressure from the flow test are as follows: Fire Hydrant Flow, Qf = 1,050 gallons per minute Static Pressure, Ps = 60 psi Residual Pressure, Pr = 44 psi PROPOSED WATER DISTRIBUTION SYSTEM The proposed water distribution system will connect to the existing 6 inch main located on CR 44. Domestic water services for each unit and fire hydrant are connected to the water main within the development. \! Dewberr • 2 WATER SYSTEM DEMANDS The following design parameters were used to determine the demands for the proposed water distribution system. 1. Average Daily Residential Demand Per Lot = 350 gallons/day/lot = 0.24 gallons/minute/lot 2. Fire Flow Demand = 1,000 gallons/minute 3. All While Maintaining a Minimum of 20 psi The required fire flow demand was obtained through the latest edition of the International Fire Code for single and two family dwellings. Once the full development is completed the demand on the proposed water main will be determined as follows: Average Daily Residential Demand = 0.24 gallons/minute/lot * 28 lots = 6.72 gallons per minute Total Fire Flow Demand = 1,000 gallons per minute Total Demand = 10.32 gpm + 1,000 gpm = 1,006.72 gallons per minute \! Dewberr • 3 WATER MODEL ANALYSIS WaterCAD V8i was used to model the proposed water distribution system. A Hazen Williams roughness factor “C” of 150 was used for PVC pipes. The elevations for the water main and various hydrants were obtained utilizing GIS contours and survey data. The pipe sizes and lengths of the distribution system were obtained from the required flows and pressures throughout the system. Available fire flows are based on what a hydrant can provide while maintaining a minimum of 20 psi within the modeled water network. In order to obtain the available fire flow at the hydrant, the following Hazen Williams formula was utilized. Hydrants located on CR 44: Qr = Available Fire Flow Actual Flow, Qf = 1,050 gpm Static Pressure, Ps = 60 psi Residual Pressure, Pr = 44 psi Desired Pressure, Pd = 20 psi Q r = Q f [(Ps − Pd )0.54 (Ps − Pr )0.54 ] = 1,060 [(56 −20)0.54 (56 −45)0.54 ] Qr = 1,722 gpm @ 20 psi The water source for the development was modeled in WaterCAD as a pump and reservoir located on CR44. A pump curve was determined using the flow test information. A water model was developed to analyze Longbranch. A steady state analysis was performed to determine the fire flow at each hydrant with a minimum pressure of 20 psi. The fire flow for the hydrants in the development ranged from 1,058 gpm to 2,010 gpm. The domestic demand was also included in the steady state analysis to ensure the domestic demands were being met. The water model data can be found in Appendix B. SUMMARY Based on the water model, the proposed water distribution system will provide the required average daily demand and a fire flow demand of 1,000 gpm, while maintaining a minimum pressure of 20 psi. Refer to the WaterCAD tables in Appendix B for detailed information. \! Dewberr • 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 for Longbranch Subdivision. You will have the opportunity to give your comments and input at this meeting. The proposed development location is between Twin Beech Rd and Sedgefield Ave. and connects to Barndling St. This is a resubmittal of a previously approved plan whose approval expired with the City of Fairhope. The plans remain the same as previously presented. The Tax ID Parcel Numbers are: 05-46-05-22-0-000-001.578 PPIN 77788 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: sam@terracoredev.com Mail letters to: TerraCore Development Services, LLC 29891 Woodrow Lane, Suite 300 Spanish Fort, AL 36527 Attn: Sam Kearns The date/time and location for this meeting is as follows: When: Monday, April 12, 2021 4:00 pm – 5:00 pm Location: On Site End of Barndling Street - Longbranch Community Meeting April 12, 2021 – 4:00 p.m. On-Site Attendees: • Reference attached sign-in sheet. Attendees included Sedgefield Property Owners Association Representative, Adjacent Property Owners, Sedgefield neighbors, Dewberry Engineering, & TerraCore Development Services. Meeting Minutes: • The meeting convened at 4:00 pm with the welcoming of attendees and the presentation of Longbranch Subdivision preliminary plat. Specific mention was made that the plat approval had expired, and that the plans were unchanged and being resubmitted to City of Fairhope. • Adjacent Property Owner asked about an easement between the Longbranch boundary and their property and whether it had been surveyed. o Has been surveyed and Capped Rod in place. • Association Representative expressed concern about surrounding developments and how the area has changed and hoped that would be taken into consideration. • Adjacent Owner/Sedgefield Resident(s) expressed desire for construction traffic to use Twin Beech entrance and not filter through Sedgefield. • Adjacent Owner inquired about 10’ Tree Preservation Easement maintenance. o Longbranch POA will maintain common areas and any Tree preservation easement if allowable by regulations. • Sedgefield Residents inquired about homebuilder and home square footage. o No homebuilder is currently under contract and could not give an estimate on sqft, but that lot sizes were 82 ft. • Adjacent Property owners and Sedgefield residents expressed concern about drainage from Longbranch, including across Twin Beech Rd. o Drainage calcs and testing had been done and drainage would flow to Longbranch’s detention pond. • Sedgefield Residents inquired about construction start. o No date is currently available. • Sedgefield Residents expressed concern about Longbranch residents utilizing their common space. • Sedgefield Lot 30 inquired whether the temporary turnaround easement could be removed from their property once through street was completed • Meeting closed at approximately 5:00 p.m. ~-~ ·- Parcel Number Owner Name Signature 05-46-08-27-0-000- 002.519 FST MOORE, RICHARD W ETAL MOORE, ELIZABE 05-46-08-2 7 -0-000- 002.539 9282 TWIN BEECH LL C 05-46-08-2 7-0-000- 002.539 FST MYERS, LOUISE 0 COUNTY RD 34 COUNTY RD 27City of FairhopePlanning Commission May 3, 2021 ¯ SD 21.28 Dewberry Estates Legend bc_base.GIS1.bc_base_GIS1_Planimetric_centerlines_96 COF Corp. Limits PUD - Planned Unit Development COF Planning Jurisdiction ¯ ¯ ^ Project Name: Dewberry EstatesSite Data: 3.8 acresProject Type: 2-Lot Final PlatJurisdiction: Fairhope Planning JurisdictionZoning District: UnzonedPPIN Number: 56024General Location: North side of Dewberry LaneSurveyor of Record: Smith, Clark & AssociatesEngineer of Record: Owner / Developer: Joey & Janet LangleySchool District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: ApprovePrepared by: Hunter Simmons 1 SD 21.28 Dewberry Estates Subdivision – May 3, 2021 Summary of Request: We previously received an application for SD 20.31 Dewberry Estates Subdivision, a minor 2-lot subdivision. It was first heard at the July 6, 2020 Planning Commission meeting. The application was tabled to allow coordination with the Fire Inspector with regards to location of a fire hydrant. Additionally, there were concerns about the physical condition of the private road. The applicant coordinated with the Fire Inspector who then amended his previous recommendation. The preliminary plat illustrated a 2-lot subdivision. There is an existing dwelling on the proposed Lot 1 and an existing 15’x12’ shed on the proposed Lot 2. There are utilities easements located along the perimeter of each lot. The proposed lots do not front a paved, publicly maintained road but rather a 30’ ingress & egress easement. The applicant received a waiver for frontage on a public street, as well a waiver for sidewalk installation. The applicant also submitted a waiver request for the installation of a fire hydrant. Originally, Staff received comments via email from the City of Fairhope Fire Inspector official stating that he would not be in favor of the approval of a waiver for a fire hydrant at this location. After a more extensive review of the site and several site visits, he amended his recommendation, stating that the existing hydrant on Highway 181 is sufficient. Consequently, a waiver was also granted from the requirement to install a fire hydrant as required by Article IV, Section G. However, it was recommended that the private road be improved. Therefore, Staff recommended roadway approvements that will support the weight of a 75,500lb GVWR vehicle. The Planning Commission supported the requirement of a road that would support the weight of a 75,000lb GVWR vehicle for case SD 20.31 as a condition of approval. Consequently, because improvements were required a final plat application was required. Comments: The singular reason for this case is to ensure the private road, named Dewberry Ln was improved to support fire apparatus. Dewberry Ln has since been paved and both me and Erik Cortinas, the City of Fairhope Building Official, reviewed and approved the installation. In addition, Geotechnical Testing and Evaluation from Jason J. Christian, a Geotechnical Engineer, with GeoCon Engineering and Materials Testing was provided meeting the condition of approval from the preliminary plat review. Because all infrastructure has been installed and will remain private, neither a performance bond nor a maintenance bond will be required. Recommendation: Staff recommends approval SD 21.28 Dewberry Estates Subdivision final. March 22. 2021 City of Fairhope Planning Commission Attn: Hunter Simmons 161 orth Section St. Fairhope , AL 36532 RE: SD 20.31 Dewberry Estates Dear Mr. Simmons I I I Th.is letter is to inform you that my client has completed the items r quired for approval of the division of the Langley's property. Including paving approximately 700 feet of the driveway , providing engineering verification of weight requirements and installing reflective posts as requested. Sincerely, Hunter C. Smith P.L.S. 3091 Mill Ln .. Suite G , Box 258 • Spanish Fort, AL 36577 • (251) 626-0404 hunter t srnithclarkllc.com MANLEY RD GREENO RDGREENO RDCity of FairhopePlanning Commission May 3, 2021 ¯ SD 21.30 Old Battles Village, Phase 4A Legend bc_base.GIS1.bc_base_GIS1_Planimetric_centerlines_96 COF Corp. Limits PUD - Planned Unit Development R-1 - Low Density Single-Family R-5 - High Density Dwelling Residential COF Planning Jurisdiction ¯ ¯ ^ Project Name: Old Battles Village, Phase 4ASite Data: 14.9 acresProject Type: 22-Lot Final PlatJurisdiction: Fairhope Planning JurisdictionZoning District: PUDPPIN Number: 71702, 113064, 41077General Location: the north side of phase 1 and 2 of Old Battles Village PUDSurveyor of Record: Dewberry Engineer of Record: Dewberry Owner / Developer: 68V OBV 2020, LLC School District: Fairhope West, Middle and High Schools Recommendation: Approved w/ ConditionsPrepared by: Mike Jeffries 1 SD 21.30 Old Battles Village – May 3, 2021 Summary of Request: The owner and applicant is 68V OBV 2020, LLC. Dewberry is the authorized agent and Engineer of Record for the project. This final plat application is for a 22-lot subdivision located on the north side of phase 1 and 2 of Old Battles Village PUD. The property is currently zoned PUD which has a site plan that Phase 4A had to be built in substantial conformance to. The preliminary plat was approved at the Jan 3, 2017 Planning Commission meeting (Case number SD 16.34.) Excerpts of the site data table is included below: Comments: - Final plat must be recorded within 60 days after the date of final approval. - Common area requires regrading and stabilization. Stormwater Comments: - The stormwater system for phase 4A was designed to function with the existing stormwater system of phase 3. - Staff required a full inspection of the storm water system and the inspection report is included in the staff packet. o The report states the system is functioning as designed. - Aerator is not operational due to power not being connected at this time. The City of Fairhope Subdivision Regulations contain the following criteria in Article V.B.2. Approval Standards. “2. Consistency with Plans, Regulations and Laws - The Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a. The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; • Meets Sl!TE DATA ZONED: PUD LIN . FT. SlHEETS 1',352 L.F. NUMBER OF LOTS: 22 SMALLEST LOT: 11,200 SF LARGEST L Ol: 1.4 ,000 SF COMMON AREAS: 7 .6 AC . T OTAL AREA: 14 .!30 AC . DENSITY: 1.48 DU /AC PRINC IPAL BUI LDING STANDARDS BU ILDI NG HE IG HT: 30 ' MAX . AL L OWABL E LOT COVERAGE: 37% REQUI.R ED S ETBACKS : FRONT: 30 FEET REAR 25 FEEI SID E: 10 FEET ST RE ET SIDE: 20 FEET - ACCESSORY BU ILDING STANDARDS BUILDING HEIGHT: 30 ' MAX. TOTA L LOT COVERAGE : 25% OF THE REQ U IRED R EAR YARD REQUIRED SETBACKS : (LOCATED IN REAR YARD ONLY) REAR 5 FEET (SEE GENERAL NOTE 9} SIDE : 10 FEET STREE T SI DE : 20 FEET WATER SERVICE : CITY OF FA IRHOPE SEWER SER V ICE: CITY OF FAIRHOPE EL ECTR IC SERVI CE: RtV IERA UTILI TI ES "TEL EPHON E SERV ICE: AT&T GAS SERVICE: CITY OF FAIRHOP E 2 SD 21.30 Old Battles Village – May 3, 2021 b. The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; • Meets c. The proposed subdivision is not consistent with these Regulations; • Meets d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; • Meets e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” • Meets Follow‐Up Activities Required by Staff and the Applicant: • Copy of the recorded plat • Copy of the recorded O&M Agreement • Fully-executed copy of the Sub Perf Bond agreement (the mayor does not sign this doc) • Fully executed performance bond • Maintenance and Guaranty (M&G) Agreement executed by the developer - the mayor signs this agreement to fully execute it o Remember to include the instrument # from the recorded plat o Please include 30 days in paragraph 3 • A draft copy of the Maintenance Bond Recommendation: Staff recommends approval SD 21.30 Old Battles Village Phase 4A final plat with the following conditions: 1. Final stabilization of all disturbed areas with 90% growth verified by Planning Department. 2. Remove sediment accumulation on sock pipes in drainage inlets. 3. Reinstall “Future Through Street” sign knocked down. 4. Remaining storm Manhole inverts grouted and smoothed and verified by Public Works Department. 5. Aerator must be operational. ---- COMMON AREA 2 COMMON AREA 1(GREENSPACE)MCCLELLAN BLVD.SHARPSBURG AVECOMMON AREA 3202204205206207208203223217211212209216210213215214219222218221220C.A. 4(40' RIGHT-OF-WAY)(RIGHT-OF-WAY VARIES)A Planned Unit DevelopmentPhase Four-AOld Battles VillageBAAMAL AMAGERIT OVIC RL.N251.990.9950 fax 251.990-991025353 Friendship Road Daphne, AL 36526SITE DATA10 FEET25 FEET30 FEET11,200 SF14,000 SF14.90 AC.AT&TRIVIERA UTILITIESCITY OF FAIRHOPECITY OF FAIRHOPE1,352 L.F.227.6 AC.ELECTRIC SERVICE:TELEPHONE SERVICE:NUMBER OF LOTS:LIN. FT. STREETS:REAR:WATER SERVICE:SEWER SERVICE:SIDE:FRONT:TOTAL AREA:COMMON AREAS:LARGEST LOT:SMALLEST LOT:20 FEETSTREET SIDE:CITY OF FAIRHOPEGAS SERVICE:PRINCIPAL BUILDING STANDARDSREQUIRED SETBACKS:MAX. ALLOWABLE LOT COVERAGE: 37%BUILDING HEIGHT: 30'10 FEET5 FEET (SEE GENERAL NOTE 9)REAR:SIDE:(LOCATED IN REAR YARD ONLY)20 FEETSTREET SIDE:ACCESSORY BUILDING STANDARDSREQUIRED SETBACKS:MAX. TOTAL LOT COVERAGE: BUILDING HEIGHT: 30' 25% OF THE REQUIRED REAR YARDZONED: PUD1.48 DU/ACDENSITY:W:\NATHAN\50125058-OLD BATTLES VILLAGE PH 4A & 6\PLN\PH 4A\50125058_FINAL PH 4A.dwg, 3/16/2021 1:05:00 PMPOINT OF BEGINNING (PH,',5£ FOUR-,',) 80.00' 1/2" RBF w 0~ ~t 11200SF ~g 0.25AC ,z 80.00' 82.00' 11480 SF 0.26 AC 82.00' S89"50"51"E 510.89" S89"50'51'"E 495.56' 82.00' /14B0 SF 0.26 AC 82.00' 82.00' 11480 SF 0.26,',C 82.00' 83.56' ,---~-~~ p ~ 1169BSF 8 .-0.27AC <J) 83.56' I I f _I 00 CJ)~ 00 ' ,.. g-,<Jl 82.00' 114B0 SF 0.26 AC 82.00' 1--0 g N ~ 0 <J) ig 0 0 . ,.. o-0 I :," I ' I Common Area 18 SURVEYOR\ ENGINEER: DEWBERRY 25353 FRIENDSHIP RD DAPHNE, ALABAMA 36526 VICTOR L. GERMAIN, PLS UC. NO. 38473 JASON N. ESffS, PE UC. NO. 22714 DEVELOPER\ OWNER· 68V OBV 2020, LLC 29891 WOODROW LAN[, SUITE 300 SPANISH FORT, AL 36527 82.00' 11-tB0 SF 0.26 AC 82.00' S89"50'51"E 255. 77' 82.00' 11480 SF 0.26AC 82.00' ~-oO CJ)~ oO ' ,.. o-0 r ' 95.77' IJ.30.3 SF O . .JfAC 75.54' ___ 1_65.00__ __ _ _ ___ _ S89'50'51"E 736.02' ____________________ _ °' 125.oo· ~ o,,0 rr--c,':>" 74.67' 85.oo· 85.oo· 85.oo' 85.oo· 100.00' .6"~'---"""=-----'==-I • ~ 145.00' I I I ~-r---0 ~-01 ~-0 ~ N89'50'51"W I 1w 1 1w o ·o CJ! ~ Ol o w ~o '~-~Of .-.5[ t ~ g-~ :g 12047 SF r-') 0 1.3168 SF p ~ !1900 SF p g 0 0,28 AC co I ~ O.JO AC ~ .-I 0.27 AC ~ CJ! --N89"54'53"W--I i----, ---'=1:...4:..5:...0:.:0:...' .:;_ __ __ I ~ : ~ r: g4o.o·; I 0 ~ 00 0 0 0 0 --N89"54'53"W N89"54'53"W 145.00' 40J)0' z I I L _____ _J L_ 94.67' 85.00' 85.00' N89'50'51' LAKE 11900 SF 0.27 AC 85.00' S44"22'37"E 28.05' 11900S1'" 0.27 AC 85.00' 0 0 OLD BATTLES, 150 (SLIDE 26J2-A :(j>-----,.. 147 C.A. ~ ...J en < 164 C) ~ ct 2§ ::1~:~r 163 CHB~S45'12'28"W CHD=28.26' R=2D.DO' 162 A=31.45' CHB=S44"47'32"[ CHD=28.31' 161 THRU D) r "' 00 120:35SF 0.27AC LEGEND: • 141 136 134 I I I I I \ I \ I I I \ \ \ / / / / / / R=3.00' A=S.11' CHB=N89"5D'51"W CHD=5.86' R=32.00' A=13.99' CHB=NOD"09'09"E CHD~13.88' R~J.00' -----' '-'---"-' \ \ \ \ \ R~32.00' A=13.99' CHB=SD0'09'09"W CHD=13.88' I I I I \ I I I I \ A=8.11' CHB=N89"50'51 "W COMMON AREA 5 DETAIL I / '-CHD~5.86' "-'---'-CURVE C39 C40 ' --..._ RADIUS 20.00' 20.00' ARC LENGTI-1 31.42' 31.42' CHORD LENGTH 28.28' 28.28' ffRTIFICA TE OF APPROVAL BY THE FAIRHOPE PLANNING COMMISSION rf ENGINEER'S CERTIFICATE SCALE: 1•-120• / / / CHORD BEARING S45"09'09"W N44'50'51"W -RI.I CERT/FICA TE OF OWNER'S ACCEPTANCE / / IT POINT or COMMENCEMENT~! (NORTH£,',Sr CORNER OF LOr 64) CERTIFICATE OF APPROVAL BY THE CITY OF FAIRHOPE:(WATER) CERTIFICATE OF APPROVAL BY THE CITY OF FAIRHOPE:(SEWER) (HUR) ci? ~ C) ~ N89'58'54"E /'J'~B:,~~;,;, 140 CERTIFICATE OF APPROVAL BY THE CITY OF FAIRHOPE:(GAS) - --CERT/FICA TE OF NOTARY PUBLIC: AU II l'.>lil/I ; Ii -"Ii '.) \J A. l'.JI CERT/FICA TE OF APPROVAL BY TELEPHONE (AT&T): N w E s DESIGN ENG GENERAL NOTES: SURVEYOR'S NOTES: SURVEYOR'S CERTIFICATE: FINAL PIAT VICINITY MAP 1" = 1 MILE '7'1""11 ',' / .. ,c.u I MARCH 16, 2021 -SHEET 1 OF 1 SHEETS BOUNDARY SURVEY AND PlAT OF SUBDMSION D.E.D. DRAWN A.E.F. CHKD. M.A.C. J.N.E SURVEYOR V.L.G. PROJ MGR C.C.B. U Dewberry· SCALE 1 "= 60' PROJ. NO.50125058 Fl LE 50125058_PH 4-A SHEET 1 OF 1 A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATEB1GENERAL NOTES25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950N/ABAAMALA ESNN.ESTJASOROADWAY•STA••••UTILITIESbmaccbjneFEBRUARY 202050125058OLD BATTLES VILLAGEPHASE 4AFAIRHOPE, ALABAMA68V OBV 2020, LLCAS BUILT 02/10/2021AS BUILT 02/10/2021--I I I I GENERAL NOTES 1. TEMPORARY BENCHMARKS HAVE BEEN ESTABLISHED ON THIS PROPERTY WHICH SHOULD BE USED BY THE CONTRACTOR DURING CONSTRUCTION. IF NOT FOUND IN THESE PLANS, CONTACT DEWBERRY FOR BENCHMARK INFORMATION. 2. CLEARING AND GRUBBING SHALL BE LIMITED TO THE ROADWAY RIGHT OF WAY, DRAINAGE EASEMENTS, AND DETENTION PONDS. OTHER CLEARING REQUIRED FOR CONSTRUCTION SHALL BE PRE-APPROVED BY THE OWNER. 3. THE ENGINEER MAY PERFORM CONSTRUCTION STAKING FOR THIS PROJECT INCLUDING CENTERLINE STAKING, CURVE P.C.s AND P.T.s, AND TEMPORARY FRONT LOT CORNERS. THIS WORK SHALL BE AT THE OWNER OR CONTRACTOR'S EXPENSE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAINING STAKING THROUGHOUT CONSTRUCTION. RE-STAKING WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 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 LAYING ASPHALT. CLEARING LIMITS AT THE ENTRANCE OF THE PROJECT WILL BE FLAGGED, THE CONTRACTOR SHALL CONTACT THE DEVELOPER PRIOR TO CLEARING THE ENTRANCE. 14. THE CONTRACTOR SHALL HAVE COPIES OF THE FOLLOWING PUBLICATIONS FOR REFERENCE: TE 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' U-CHANNEL #2 (GALVANIZED) STREET NAME SIGN -9" EXTRUDED BLADE, HIGH INTENSITY, W/6" LETTERS 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. 1. THE LOCATION OF THE UTILITIES SHOWN IN THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION (HORIZONTALLY & VERTICALLY) OF ALL UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. 2. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. NOTIFICATION SHOULD BE GIVEN AT LEAST 24 HOURS PRIOR TO APPROACHING THE AFFECTED UTILITY. 3. ALL WATER MAINS SHALL BE OF A PIPE CLASS APPROVED BY THE UTILITY OWNER. 4. WATER MAIN VALVES AND WATER SERVICE TAPS SHALL NOT BE LOCATED UNDER THE PROPOSED PAVEMENT. 5. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY BEFORE ATTEMPTING TO TAP THE LINE. 6. UTILITY COMPANIES POWER-RIVIERA UTILITIES WATER-CITY OF FAIRHOPE SEWER-CITY OF FAIRHOPE TELEPHONE-AT&T GAS-CITY OF FAIRHOPE 7. A MINIMUM OF 2-4" PVC UTILITY SLEEVES SHALL BE INSTALLED ACROSS ALL STREETS TO SERVE ISLANDS WITH IRRIGATION. 8. ALL PVC PIPE SHALL BE MARKED USING A 12 GAUGE COATED COPPER WIRE BURIED BETWEEN 3 AND 6 INCHES ABOVE THE TOP OF THE PIPE. 9. ALL UTILITIES SHALL BE LOCATED UNDERGROUND. 10. THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER THE COORDINATES (NORTHING & EASTING) AND ELEVATIONS (z) OF ALL WATER & SEWER LATERALS & MECHANICAL FITTINGS. THIS INFORMATION SHALL BE IN AN ELECTRONIC FORMAT THAT CAN BE IMPORTED INTO A CAD FILE OR OTHER SUITABLE FORMAT AS AGREED ON BY THE ENGINEER. UDewbarry· f-f- A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATEB2TYPICAL ROADWAYSECTIONS & DETAILS25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950N/ABAAMALA ESNN.ESTJASObmaccbjneFEBRUARY 202050125058OLD BATTLES VILLAGEPHASE 4AFAIRHOPE, ALABAMA68V OBV 2020, LLCAS BUILT 02/10/2021AS BUILT 02/10/202115'-0" PEDESTRIAN & UTILITY EASEMENT I I REC'D STREET TREES (BY OTHERS) TOPSOIL, SEED, FERTILIZE & MULCH 15'-0" PEDESTRIAN & UTILITY EASEMENT TOPSOIL. SEED, FERTILIZE & MULCH REC'D S ( rm-m--w, , ,ill, , , 111 _,,Jt , , ,ffi§l-ij~t(Jn=£11._1._1L EXISTING GROUN~I I I'-_...o::::::; PEDESTRIAN &: UTILITY EASEMENT VARIES ~W11,Wm--CONSTRUCT FLUSH ADJACENT TO BRICK PAVERS CONCRETE RIBBON CURB TYPE 'D'-6" EXIS ~1 ti,, ii I i!'i 7 ~ .. ; r>----e·-e· ------< I REC'D STREET TREES (BY OTHERS) ~1 ti,, ,.., ~I ~ ~; e ~~ ~ 9~: ;1; ~* ,... ____ 6'-6" ------< CONCRETE VALLEY GUTTER TYPE 'A' 20·-o· 20·-o· lYPICAL ROADWAY SECTION McCLELLAN BLVD STA• 15131.60 TO STA• 11-1-00.00 SHAll'SBUAQ AVE STA• 14+00.00 TO STA 16t60li6 4Q' RIGHI OE WAY lYPICAL ROADWAY SECTION McCLELLAN BLVD STA• 18t00.00 TO ST.Ao 21+44.60 SHAll'BBUAG AVE STA• 10-t<l5.50 TO STA 14+00.00 VARIES (-4-0' tii!INIMUM RIGHT OF' WAY) lYPICAL ROADWAY ISLAND HALF SECTION REC'D ASPHALT PAVING MOUNTABLE CONCRETE CURB & GUTTER TYPE 'E' OVERLAPPING ASPHALT N.T.S. 20·-o· 20·-o· T TREES ) 15'-0" PEDESTRIAN &: UTILITY EASEtiilENT TOPSOIL, SEED, FERTILIZE & MULCH EXISTING GROUND .. . x=-----------11rn11J _ 111::-1 T TREES ) 1s·-o· PEDESTRIAN &: UTILITY EASEtiilENT TOPSOIL. SEED, FERTILIZE & MULCH ISTING ,_ -=1n-J 1111111 I~ f-----6"-6'" Ill .1 = 1-1 I ' CENTER LINE & PROFILE GRADE LINE ADDITIONAi CURB INfORMADON 1. 3.000 P.S.I. CONCRETE 2. EXPANSION JOINTS REQUIRED AT MAXIMUM SPACING OF 80 L.F. AND ALL CURB P.T.'S AND P.C.'S. 3. CONSTRUCTION JOINTS REQUIRED AT A MAXIMUM SPACING OF 10 L.F. ROADWAY STRUCTURE DESCRIPTION 1. HOT PLANT SURFACE COURSE 1 1/2" THICK, 165 LBS. PER SQ. YARD OF SECTION 424 A HOT BITUMINOUS PAVEMENT MIX 2. 2. PRIME 0.25 GAL. PER SQ. YARD MINIMUM OF BITUMINOUS TREATMENT TYPE "A" PRIME COAT OF SECTION 401 BITUMINOUS TREATMENT 3. SAND /CLAY BASE MA TIERIAL 4" THICK, UPPER COURSE, SECTION 821 GRANULAR SOIL MATERIAL, TYPE "A", 100% COMPACTION AASHTO T-180, METHOD "A". 4. SAND /CLAY BASE MA TIERIAL 4" THICK, LOWER COURSE, SECTION 821 GRANULAR SOIL MATERIAL, TYPE "A", 100% COMPACTION AASHTO T-180, METHOD "A". 5. 24" THICK GRANULAR SAND SUB-BASE MATERIAL COMPACTED TO 100% OF THE STANDARD PROCTOR (AASHTO T-99) 6. 36" THICK GRANULAR SAND SUB-BASE MATERIAL COMPACTIED TO 100% OF THE STANDARD PROCTOR (AASHTO T-99)STRIP EXISTING TOPSOIIL, THICKNESS VARIES 7. STRIP EXISTING TOPSOIIL, THICKNESS VARIES 8. TOPSOIL FROM STOCKPILE, 4" MIN. THICKNESS 9. 6" PERFORATED UNDERDRAIN PIPE W/ SOCK (AS DIRECTED BY GEOTIECHNICAL ENGINEER) SEE DETAIL. COARSE GRAVEL ON AGGREGATE SHOULD BE UTILIZED IN THIS ZONE IN EXPECTED CONSTANT FLOW AREAS. SAND FlLL IS SATISFACTORY IN RAINFALL LEACH ZONES. -a• PLUS PIPE DIAMETER MINIMUM PERFORATED UNDERDRAIN PIPE W/ SOCK TYPICAL UNDERDRAIN INSTALLATION UDewbarry· COMMON AREA 2 COMMON AREA 1(GREENSPACE)COMMON AREA 3202204205206207208203223217211212 209216210213215214219222218221220C.A. 4A Planned Unit DevelopmentPhase Four-AOld Battles VillageBAAMAL AMAGERIT OVIC RL.N251.990.9950 fax 251.990-991025353 Friendship Road Daphne, AL 36526SITE DATA10 FEET25 FEET30 FEET11,200 SF14,000 SF14.90 AC.AT&TRIVIERA UTILITIESCITY OF FAIRHOPECITY OF FAIRHOPE1,352 L.F.227.6 AC.ELECTRIC SERVICE:TELEPHONE SERVICE:NUMBER OF LOTS:LIN. FT. STREETS:REAR:WATER SERVICE:SEWER SERVICE:SIDE:FRONT:TOTAL AREA:COMMON AREAS:LARGEST LOT:SMALLEST LOT:20 FEETSTREET SIDE:CITY OF FAIRHOPEGAS SERVICE:PRINCIPAL BUILDING STANDARDSREQUIRED SETBACKS:MAX. ALLOWABLE LOT COVERAGE: 37%BUILDING HEIGHT: 30'10 FEET5 FEET (SEE GENERAL NOTE 9)REAR:SIDE:(LOCATED IN REAR YARD ONLY)20 FEETSTREET SIDE:ACCESSORY BUILDING STANDARDSREQUIRED SETBACKS:MAX. TOTAL LOT COVERAGE: BUILDING HEIGHT: 30' 25% OF THE REQUIRED REAR YARDW:\NATHAN\50125058-OLD BATTLES VILLAGE PH 4A & 6\PLN\PH 4A\50125058_FINAL PH 4A.dwg, 2/4/2021 10:10:05 AMPOINT OF BEGINNING (PHASE FOUR-A} g '° "' 80.00' . l/2~R8F Oo ~O) ~p 11200SF .-1~ 0.26 AC L ____ _ 80.00' 82.00' 11480 SF 0.26 AC 82.00' S89'50'51 "E 510.89' 82.00' 7 ,----~~ . oO en ~ p ~ 11-IBOSF 8 .-0.26 AC ,z L ___ _ 82.00' 82.00' !1480SF 0.26 AC 82.00' 83.56' ,------11698 SF 0.27 AC 83.56' I I ~ _I pg s~ o-0 ' ,"' ' 82.00' 11480 SF 0.26 AC 82.00' ., Common Area 18 SURVEYOR\ ENGINEER: DEWBERRY 25353 FRIENDSHIP RD DAPHNE, ALABAMA 36526 VICTOR L. GERMAIN, PLS UC. NO. 38473 JASON N. ESffS, PE UC. NO. 22714 DEVELOPER\ OWNER· 68V OBV 2020, LLC 29891 WOODROW LAN[, SUITE 300 SPANISH FORT, AL 36527 82.00' S89"50'51''E 255. 77' I I I I ~-I pg 82.00' 95. 77' ~~ p ~ 114BOSF 0 .-0.26 AC o I ~ ~ 0 -0 I U) 11480 SF 0.26AC :" I __J L ___ _ 82.00' 82.00' 75.54' '" '° N _ ___ _ ___ _ _ ____ ~5Q'51"E 736~2' 165.oo' 1-: SHARPSBURG A VE ------------------125.oo· ;,; o,, "'°' 74.67' 85.oo· 85.oo· 85.oo· 85.oo· 100.00· 0.09AC (0 Q c_, 6.2' ;: S' ~ ~ ____ 145.00' N89'50'51''W --, ' w ' ' w w 7 ' w w ~ ~ 0. g ~o a,• 00 ~~ I w I (Jl . I DD CJ)~ p~ ~o C) ~ 0.09AC ~CJ) -w 0, 0 "' p 8 z " :fi ~ r 0 0 '° "' I 0 ~ 0 0 ci. Li g N "' 0 0 ,j "' ' I I I I I 145.00' 11600SF 0.27AC L_N89"54'53"W 1 145 oo· 115.32SF 0.25AC 145.00' I \fif,.~ I I ' I S89'54'53"E 145.00' 141 ,j "' ·o 0 ci "' 1.J16B SF 0.30 AC 94.67' 136 ~~ ~ I 1190QSF 0.27 AC 85.00' ~ ci 0., 0 z 4.28,0.C 11900SF O 0 0.27AC ~ ~ I ____ _J L 85.00' N89"50'51' W PROPOSED LAKE S89'50'51 "E 439.57' 11900 SF 0.2.7 AC 85.00' o_ g I S44"22'37"E 28.05' 11900SF 0.27,0.C 85.00' 0 0 :(l ., ., ~ "' 0 0 VJ ~ ci 0 :=t:: ~ I ' I 14000 SF 0.32 AC 100.00· ~p -3 z I I Ne9·50'51 "w 151 150 149 148 FLOOD CERT/FICA TE: C.A. . LEGEND: • C.A. 16 16 140 CERTIFICATE OF APPROVAL BY THE CITY OF FAIRHOPE:(WATER) CERTIFICATE OF APPROVAL BY THE CITY OF FAIRHOPE:(SEWER) S89'58'54"W 38.59' -~ AU II l'.>lil/I ; Ii -"Ii '.) \J A. l'.JI CERTIFICATE OF APPROVAL BY THE CITY OF FAIRHOPE:(GAS) CERT/FICA TE OF APPROVAL BY TELEPHONE (AT&T): -------CURVE RADIUS C.39 20.00' C40 20.00' ARC LENGTH .31.-42' .31.42' CHORD LENGTH 28.28' 28.28' CERT/FICA TE OF APPROVAL BY THE FAIRHOPE PLANNING COMMISSION ENGINEER'S CERTIFICATE CERT/FICA TE OF OWNER'S ACCEPTANCE CERT/FICA TE OF NOTARY PUBLIC: CHORD BEARING S45"09'09"W N44"50'51"W w N E s GENERAL NOTES: SURVEYOR'S NOTES: SURVEYOR'S CERTIFICATE: VICINITY MAP 1" = 1 MILE ~, :';7i]'"11 t,C.fJ I FEBRUARY 4, 2021 -SHEET I OF I SHEETS PRELIMINARY PIAT -NOT FOR FINAL RECORDING BOUNDARY SURVEY AND PlAT OF SUBDMSION DESIGN D.E.D. DRAWN A.E.F. CHKD. M.A.C. ENG J.N.E SURVEYOR V.L.G. PROJ MGR C.C.B. U Dewberry· SCALE 1 "= 60' PROJ. NO.50125058 FILE50125058_PH 4-A SHEET 1 OF 1 GARRISON BLVD. (EXT)46230231232233224225226228229227CA 20CA 10SHARPSBURG AVEMcCLELLAN BLVD151148149 150147COMMON AREA 8202203204205206207COMMON AREA 6 218219220221 222208215 216217COMMON AREA 7214223212211209210213A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATEC1CLEARING &GRUBBING PLANbmaccbjneFEBRUARY 202050125058OLD BATTLES VILLAGEPHASE 4AFAIRHOPE, ALABAMA68V OBV 2020, LLC25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950BAAMALA ESNN.ESTJASOLEGEND:AS BUILT 02/10/2021AS BUILT 02/10/2021PROPERTY I LINE I ~ r--) ,I e 1j a 11 I \1 ~ 50.0' ALABAMA POWER EASEMENT OLD ( ' JH,.-1 I I I LES VI Li'.::, I I / -------------------------------------------------------------------I PH A1S E ix1 T 1io) GE, 2 ! I ( ! I I I / I I I / o--I / I I ' ' ' C, z t-rt) w / l;/" ,w ,/ 0) / <C n.. / .ut' ,,,,,.,,,," C, I I <----/J (, ...J ~ I /00 /W I ...J ' t-J t-,/ <( ID I / I ,, ,, ----------I--+-.,, ,, I I ,, / / / I I I I I ' I I / / / I I / / I I ' I ' ' I ' ' I I 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. DISTURBED AREA: 4.89 ACRES LIMITS OF CLEARING & GRUBBING FOR ROADWAY, DRAINAGE & UTILITY CONSTRUCTION EXISTING GRADE CONTOUR UDawbany 0 50 ~---100 150 GARRISON BLVD. (EXT)CA 10SHARPSBURG AVEMcCLELLAN BLVDCOMMON AREA 8202203204205206207COMMON AREA 6 218219220221 222208215 216217COMMON AREA 7214223212211209210213A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATEC2BEST MANAGEMENTPRACTICES PLAN25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950BAAMALA ESNN.ESTJASOGARRISON BLVD. (EXT)McCLELLAN BLVD.136134135141146147148149150151bmaccbjneFEBRUARY 202050125058OLD BATTLES VILLAGEPHASE 4AFAIRHOPE, ALABAMA68V OBV 2020, LLCxxxAS BUILT 02/10/2021AS BUILT 02/10/2021f---+---+-+I f 50.0' ALABAMA I/ POWER EASEt.tENT I f /I I ~ ~--J I a' I ~ I j I I I ,,+ I I j I :; ---------... 20.0' DRAINAGE EASEMENT PROPOSED I _I / ------i, y Ii /" / I ,/ C, z I-C/) LEGEND C6MPs} lcc'I CONSTRUCTION EXll Mm ~ (20'x50' MINIMUM) ~ ~ CURB INLET PROTECTION --~ SILT FENCE (TYPE "A")-•-•-~ STRAW WATTLES 0 HAYBALES IJ PLAN VIEW 8" CMU BLOCKS FOR PIPE SUPPORT ( CELLS PARALLEL TO GROUND) 4 "o FILTER WRAPPED PVC PIPE SET TO IMPEDE FLOW AROUND INLET "B" STAKED AND ENTRENCHED STRAW BALE 4• STRAW BALE INSTALLATION NTS 4"o FILTER WRAPPED PVC PIPE ASPHALT SECTION "B" -"B" Install and maintain ALDOT #1 STONE 6 inches deep CURB INLET PROTECTION DETAIL DEl minimum FLOW 4 FOOT LONG, 1" THICK STAKE AT APPROXIMATELY 20" ANGLE 2 PER BALE NTS GROUND LEVEL HA YBALE INLET PROTECTION SHOULD CONSIST OF SILT FENCE AND HAY BALE STRUCTURE THAT COMPLETELY SURROUNDS THE INLET. THE HEIGHT OF THE FABRIC SHOULD BE 1.5 FEET MAXIMUM AND 1 FOOT MINIMUM. THE BASE OF THE FABRIC SHOULD BE BURIED AT LEAST 12" BELOW THE SURFACE. SILT FENCE MUST BE CROSS BRACED TO PREVENT THE STRUCTURE FROM COLLAPSING INTO THE INLET. SUPPORT POSTS SHOULD BE 2"X4" WOODEN POSTS WITH A MINIMUM POST LENGTH OF 3 FEET. POSTS SHOULD BE APPROXIMATELY 18" INTO THE GROUND. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE STRUCTURE. CONSTRUCTION ENTRANCE/EXIT DETAIL~ NTS HAYBALE PROTECTION DETAIL ~ r NTS ----------------10'-0" ---------------< WOOD OR STEEL POST WIRE FABRIC 32" MIN. FILTER FABRIC EXISTING GROUND WIRE FABRIC SILT FENCE DETAIL ~ NTS WOOD OR STEEL POST 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. UDewberry 0 50 ~•r-100 150 I CA 10SHARPSBURG AVECOMMON AREA 8202203204205206207218219220221 222208215 216217COMMON AREA 7214223212211209210213AS BUILT 02/19/2021E D C B A I --n 1'',, I ','j--,,, I ' ,, '+~\ c-----,,----+I f 50.0' ALABAMA 1( POWER EASEMENT ' I ' /I I 2 3 ______ ,,,, \ \ / r / / I / 4 5 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. DRANAClE 81RJCTUBl DRAINAGE Pl'ES [I] ~:Tfil~D ~E~02.99 @:~~~¥-f~ ~g~~31a•i, RCP INVERT ELEV 99.88-99.0 INVERT OUT 9r.T5-97.92 QJ ~SRTtW:~J~ ~~'&a INVERT ELEV !ff.-15-97.92 ® :~~~~Lf~ ~ 1~~-~r• RCP INVERT OUT 9r.T5-97.92 CK] ~HSRTtW:~J~ ~~~ INVERT ELEV 98:-00 98.69 @:~~~¥-f~ ~~7~~2 24•t1 RCP IN\IERT OUT 9¼.-00-92.68 [Q OMITTED @oMITTED ~ ~~i:f EI~~Dg~~~T ~ ~:~~~N1i~-~ ~;IS;o~~ RCP INVERT OUT 87.48 EXISTING INVERT ELEV 91-:-86-92.91 ~ ~~T~~J: ~~~~;4 @) :~~~¥-f~ ~ 9c:.1:4•t RCP INVERT OUT 9&.r5-98.99 IN'vERT ELEV 99.88-99.18 ~ ~s:~~JJ ~~~~;4 @:~~~¥-f~ ~g~~/4•t1 RCP INVERT OUT 9¼.-00-93.13 INYERT ELEV 98:-r5-98.99 ~ OMITTED @oMITTED ~ ~s:~~L:; ~~i~a~ @:~~~¥-f~ ~ 9~0~4•1& RCP INVERT OUT 95:-00 96.06 INVERT ELEV 95:--20-95.98 ~ ~~T~~J: ~~i~a15 @:~~~¥-f~ ~ 9c:.0~4•t RCP INVERT OUT 9¼.-68-92.97 IN'vERT ELEV 95:-68-96.06 @:~~~¥-f~ ~9f691B'"III RCP INVERT OUT 9+.-86-92.91 U Dewberry· SEAL SCALE 25353 FRIENDSHIP ROAD DAPHNE,AL36526 251.990.9950 w C) <( _J _J (.) > <t: ...J ...J en-.:;!" 0 N WW 0 N _J CJ) > I-~ CD 0 I-a.. > <( 00 <O Ill Cl _J 0 50 ~---100 NO. REVISIONS DESCRIPTION <( ::E <( CD <( ...J <( w~ Cl.. 0 ::c a:: <( LL 150 I DATE bma jne ccb DRAWN BY APPROVED BY CHECKED BY DATE FEBRUARY 2020 TITLE OVERALL DRAINAGE PLAN PROJECT NO. 50125058 C3 SHEET NO. BURNBURN230231232233224225226228229227CA 10COMMON AREA 8202203204205206207218219220221 222208215 216217COMMON AREA 7214223212211209210213ABCDESHARPSBURG AVE.AS BUILT 02/19/2021E D C B A INSTALLED a• M.J. GATE VALVE W MEGALUGS. 18 LF OF BN D.I. PIPE.I FIRE HYDRANT ASSEMBLY & s· M.J. ~~1u¾ I ' < a I t PROPERTY LINE 50.0' ALABAMA POWER EASEMENT INSTALLED WATER SERVICE (TYPICAL) 11+10 (EXBffiQ) ,, ,, ,, REMOVE ~ fLUG & TIE TO EXISJI.NG a• PVC WATER MAIN ,, -t'xiSTlNG FIRE YDRANT ASSEMBLY ' ·, --1-20.0' DRAINAGE EASEMENT ' \ \ . \ I I PROPOSED LAK[ » COMMON AREA 6 -/ ' ' ' ' ' ' ' ' ' ' 4 EXISTING a• PVC WATER MAIN ' ' \---5 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. EXISTING SEWER SERVICES LOT 202 LOT 203 LOT 209 LOT 210 LOT 211 LOT 220 LOT 221 LOT 222 LOT 223 EXISTING WATER SERVICES LOT 202 LOT 223 (FIELD VERIFY) UDawbeny SEAL SCALE 25353 FRIENDSHIP ROAD DAPHNE,N..36526 251.990.9950 w (9 <( _J _J (.) > <( -' -' en""" c:i N WW 0 N _JU) > I-~ cc 0 I-a.. > <( co (0 m 0 _J 0 0 50 ~---100 NO. REVISIONS DESCRIPTION <( :a;; <( cc :'.5 <( ui Cl.. 0 ::c a:: ~ 150 DATE bma jne ccb DRAWN BY APPROVED BY CHECKED BY DATE FEBRUARY 2020 TITLE OVERALL WATER & SEWER PLAN PROJECT NO. 50125058 C4 SHEET NO. ABCDEAS BUILT 02/10/2021E D C B A I X s --\ 4 I I \ \ \ 5 / / / / / ' I I I I I I UDawbeny SEAL SCALE 25353 FRIENDSHIP ROAD DAPHNE,N..36526 251.990.9950 w (9 <( _J _J (.) > <( -' -' en""" c:i N WW 0 N _JU) > I--<( cc 0 I--B: > <( co (0 m 0 _J 0 0 50 ~---100 NO. REVISIONS DESCRIPTION <( :a;; <( cc :'.5 <( ui Cl.. 0 ::c a:: ~ 150 DATE bma jne ccb DRAWN BY APPROVED BY CHECKED BY DATE FEBRUARY 2020 TITLE WATER VALVE DI MENSI IONS PROJECT NO. 50125058 C4A '---------------------------------------------------------------------------------------------------------------J _s_HE_ET_N_o_. --------- 230231232233224225226228229227CA 10COMMON AREA 8202203204205206207218219220221 222208215 216217COMMON AREA 7214223212211209210213SHARPSBURG AVE.xxxxxxxxxAS BUILT 02/19/2021E D C B A ~ I INSTALLED 5' 'MOE CONCRElE SIDEWALK 50.0' ALABAMA POWER EASEMENT ' t t NOlES: ALL SlREET LIGHTS SHAUL BE LIED ACORN FIXTURES ON BLACK POUES (DARK SKY FRIENDLY) SIDEWALKS ADJACENT TO COMMON AREAS SHALL BE CONSlRUClED WITH ROADWAY. FUTURE THROUGH SlREET SIGNAGE SHAUL BE REQUIRED WHERE FUTURE THROUGH SlREET CONNECTIONS WIUL BE MADE. SIDEWALKS ARE LOCAlED 8.0' FROM BACK OF CURB ON ROADWAYS WITHIN A 40' ROW, UNUESS OTHERv.1SE SHOWN. STREET LIGHT INSTA D •No STREET LIGHT OUTLET" IGN W/ POST (TYPICAL BY OTHERS INSTALLED HA DICAP RAMPS (SEE D TAIL) r (TYPICAL BY OTHER ~NSTALLED 5' WIDE CONCRElE ·---~----_._--i-----'---------------~ ---------------------------------- ---- -• --------------,.-. ,·, "'-',•:• •,,-1.--r· , ·-··. ··• • ,, ·•·· ··• ··\·.~·· ,· ... • .. ,·,-. .'•, ·l·,•,:4" C· ·,. ••:·•.:,·•,,·-·•· · .•· ·-.-• INSTALlED HANDICAP RAMPS {SEE DETAIL) INSTALLED BARRICADE (SEE DETAIL) 1, I [_; j I INSTALLED HANDICAP\ I RAMPS (SEE DETAIL) \_ STREET LIGHT I (TYPICAL BY oTHER ) INSTALLED STOP & STREET SIGNS W/ PO 20.0' DRAINAGE EASEMENT PROPERTY LINE - I I I PROPOSED LAK[ STREET LIGHT (TYPICAL BY OTHERS) "'-TIE TO ENO OF EXISTING SIDEWALK INSTALLED 5' 'WlDE CONCRETE SIDEWALK STREET LIGHT _/ (TYPICAL BY OlHERS) INSTALLED STREET GHT (TYPICAL) 4 5' SIDEWALK NOTES SIDEWALKS SHALL BE INSTALLEDEO BY TI-IE HOME BUILDER DURING HOME CONSTRUCTION ALL SIDEWALKS LOCATED IN COMMON AREAS SHALL BE INSTALLEDED DURING SUBDIVISION CONSTRUCTION SEE PLAN FOR LOCATION OF SIDEWALK &: HANDICAP RAMPS ALL HANDICAP ACCESS AREAS SHAI I COMPI Y WITH ADA ~ TACTILE STRIPS ARE REQUIRED. PLAN VIEW NTS 5 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 t•_:CCEP; Rl~~:F~A~ 0 0 • • i f--t_-::_-::_-::_-::_-::_-::_-::_-::_'-::_-::_-::_-::_-::_-::_-2-0-'-•_-o-· ==============:j---J 5· lHICK CONC PAVING SECTION "A-A" NTS NOTES 60"x60• FLAT LANDING REQUIRED AT END OF RAMP ~ • J,· .• ,., 4• THICK ~ CONSTRUCTION CffiTROL JOINT CONCRETE SIDEWALK SEE PLAN FOR LOCATION OF SIDEWALK &: HANDICAP RAMPS. ALL HANDICAP ACCESS AREAS SHALL COMPLY 'MTH ADA REGULATIONS THE VALLEY GUTTER SHALL BE MOOIFIED TO PROVIDE /!>IJA COMPLIANT SLOPE FROM BACK OF CURB TO FLOW LINE. lHE RAMP SHOULD EE A CONTINUOUS POUR. NO JOINlS al. BE ALLOWED ~ lHE EDGE OF PA-..T 10 THE TOP OF THE RAMP. so·xso· FLAT LANDING REQUIRED AT END OF RAMP CONTINUOUS POUR-NO JOINlS FROM EDGE OF PAVEMENT TO TOP OF RAMP VALLEY GUTTER 1/2• EXPANSION JOINT MATERIAL ISOMETRIC VIEW NTS TYPICAL HANDICAP RAMP *ALL RAMP SLOPES SHALL MEET ADA REQUIREMENTS INSTALLED 6"X6" PRESSURE TREATED WOODEN POSTS INSTALLED 12•x12• REFLECTIVE BARRICADE SIGN INSTALLED 6"X6" PRESSURE TREATED WOOOEN POSTS INSTALLED 12"X12" REFLECTIVE BARRICADE SIGN INSTALLED 6"X6" PRESSURE TREATED WOODEN POSTS I------B' POST SPACING -------!--------8' POST SPACING -------1 TYPICAL HEAVY BARRICADE WITI-1 REFLECTORS UDawbany SEAL SCALE 25353 FRIENDSHIP ROAD DAPHNE,N..36526 251.990.9950 w (9 <( _J _J t) > <( -' -' en""" c:i N WW 0 N _JU) > I-~ cc 0 I-a.. > <( co (0 m 0 _J 0 0 50 ~---100 NO. REVISIONS DESCRIPTION <( :a;; <( cc :'.5 <( ui Cl. 0 ::c a:: ~ 150 DATE bma jne ccb DRAWN BY APPROVED BY CHECKED BY DATE FEBRUARY 2020 TITLE SIDEWALK, SIGNAGE & LIGHTING PLAN PROJECT NO. 50125058 cs SHEET NO. AS BUILT 02/19/2021E D C 120 110 B 100 90 A 80 14+00 202 203 204 .. lii t-3s6cl\tl-"' a ~ I~~ 1~§1 ~g i!i~ <rF 205 205 207 208 PVI STA. 2 ~43.-4-0 PVI ELEV. 04.00 CREST STA. 0+-40.00 CREST ELEV 103.90 6~~-~gI~D 4 I fo.:1..o!ll•. ~*'1---~-,-_-_J1-f;!ll~U---1f--~---_.. --_-f __ ..1.__::.:~=,-=10~•~•~=-::_:+:_:·j-~J:=-:[:.:::j.---_-_-..!;;-~_,f~----_-_-i-_.._ __ l __ -_._-_-_-"'_ola~•-~,.~-~ij::J~ E ISTING ASPHALl~ -o. 9,:: / 2.as, PA.VIN( PROPOSED C NTERLIN~_J l°ll &: PROFILE GF ADE LINE ____:__J '\ N2[40]02[41V E !STING 8"~ pyC GRAVITY SEWE PIPE .5' INSTALL£[ ,399 LF OF s• T PVC GRAVITY iEVtER PIPE O ( 67,; SLOPE 1.5' "' N "' "' "' N:"' "' "' "' N "' "' "' .,, .... ...... "' ... "'"' .,, ... <Xl<Xl O<D NO> ..,..,, "'"' "'"' N ... '¢1") '¢1"") .fl") «tr-i .fl"} o;t,.,-j rtiN .fN ..fN .ft') .ft"") ..ft") '¢,..-j 00 00 00 00 00 00 00 00 00 00 00 00 00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 5 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. 215 INSTAL1£0 WAlER SERI/ICE (TYPICAL) 216 INSTALLED SEWER SERVICE (TYPICAL) ~i: flt:::gg ?:~f~~u~t~W> 217 120 __]_QQ_ 80 22+00 EXISTING SEWER SERVICES LOT 202 LOT 203 EXISTING WATER SERVICES LOT 202 LOT 223 (FIELD VERIFY) 0 50 100 150 ~--111111! I UDawbany SEAL SCALE NO. REVISIONS 25353 FRIENDSHIP ROAD DAPHNE,N..36526 251.990.9950 w (9 <( _J _J (.) > <( -' -' en""" c:i N WW 0 N _JU) > I-~ cc 0 I-a.. > <( co (0 m 0 _J 0 V:1"=5' H:1"=50' DESCRIPTION <( :a;; <( cc :'.5 <( ui Cl.. 0 ::c a:: ~ DATE bma jne ccb DRAWN BY APPROVED BY CHECKED BY DATE FEBRUARY 2020 TITLE PLAN & PROFILE PROJECT NO. 50125058 PP1 SHEET NO. AS BUILT 02/24/2021E D 0 20 40 60 ~•c-C B A BEGIN ASPHALT PA NG STA: 10+05.5 I I I I IN~i~~~ ... ~~G~:-,;A~ b:L:i: ~p~~ ~~J~ ~~~A;; ~~~~~~~ I 120 110 " ~ ~~ ~8 ':, !~ 100 90 80 <O '°"' "St~ 70 00 9+00 10+00 50.0' ALABAMA POWER EASEMENT P'1 S PVl1~ 1 5( ~:a ia +-~> ~ci ~it -" INSTALLED 8" GRAVITY SEWER PIPE A. 11+09.96 EV. 103.62 0.00 SD 8.48 K .00' VC ~~ ~~ ;a ~~ ·-i3 ._,m i5 jj!~ F'"-".J ~ 1~ ~-~ ~ g~ ~ ~; I ~g / l -AO "' a,,::: ,-_;;: "'~ "St~ ....-jrrj rrjr,rj l")f') 00 00 00 00 11+00 12+00 INSTALLED 8" PVC WATER MAIN -No, ....-j~ 00 <O .,;;: O,<O NN NN 00 00 13+00 H 20' DRAINAGE EASEMENT 4 ·---------,, ST RMWATE ', EXIS 5 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. EXISTING FIRE HYDRANT ASSEMBLY ',,. WATER EXISTING WATER SERVICE \ \ \ \ EXISTING SEWER SERVICES LOT 209 LOT 210 LOT 211 LOT 220 LOT 221 LOT 222 LOT 223 Pl/I STA. 16+ 6.00 1-'VI t.LEV. 10 .98 .306.45 S 21.17 K 50,00 " ;p -~5" 8>. . ;;g.1i1 0 50 ~•c-120 110 100 150 a.so~ EXISTI G GROUN~ -----1-/ ES-"" "'~ ..-;,; NN N,....: 00 00 14+00 PROPOSED CE TERLINE __.. --"'--< o-& PROFILE GR DE LINE -__ .,:g N,....: 00 15+00 ~XISTING ASPHA ✓---PA.VI G r---------____ COVERED END W/ FILTER_/~~ F ABR & PLYWOOD O REMAIN -..-,;;: N~ <O NU, N N'° N,....: N,....: ...:0 o...-; a," 00 00 00 ~m g:j~ 16+00 17+00 ~ ~~ ~ 100 90 --80 70 18+00 UDewbeny SEAL SCALE NO. REVISIONS 25353 FRIENDSHIP ROAD DAPHNE,N..36526 251.990.9950 w (9 <( _J _J (.) > <( --' --' en""" c:i N WW 0 N _JU) > I-~ cc 0 I-a.. > <( co (0 m 0 _J 0 V:1"=5' H:1"=50' DESCRIPTION <( :a;; <( cc :'.5 <( ui Cl.. 0 ::c a:: ~ DATE bma jne ccb DRAWN BY APPROVED BY CHECKED BY DATE FEBRUARY 2020 TITLE PLAN & PROFILE PROJECT NO. 50125058 PP2 SHEET NO. A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATEPP3PROFILESTORMWATER RUNS25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950BAAMALA ESNN.ESTJASOV:1"=5'H:1"=50'INLET K TO PROPOSED LAKEINLET Q2 TO PROPOSED LAKEINLET N2 TO PROPOSED LAKEbmaccbjneFEBRUARY 202050125058OLD BATTLES VILLAGEPHASE 4AFAIRHOPE, ALABAMA68V OBV 2020, LLCPROPOSED LAKE OUTLET STRUCTUREAS BUILT 02/10/2021AS BUILT 02/10/2021UDewbany 100 100 -----~ ---_ ,rxIs1 NG GROUND ~ I-;;,--..., -----L_ ~----------------------------,--00 ----------\ Pl OPOSEO LAKE I----\ BOTThM ELEV 93.00 --;r-\ PROPOSED Li\KE ~ ,---~ '--~•o;!.rr~o~• ~EL:Ev!µ:•'a!:·o~o ----1 44 90 90 90 90 80 80 ~ 80 80 9+00 10+00 11+00 12+00 13+00 9+00 10+00 11+00 12+00 13+00 110 110 rEX STING GROUND 100 ________ f ~XISTING GROUN 0 -----------------OI TLET 7-----100 STRUC il'JRE ----------100 TOPE EV 99.00 ~ r""\"'---DHW (100 ~) ELEV 98.01 µ ' -------............ \ , __ ---.!:!..OR~AL~A ~R~LE.Y'._9~0 I-----------'-EXISTING 90 .___ '\_ PRPPOSED LA.KE -----.._..._._ '-1-----'Be,O'l-'ne,<OM:,___eeELE°"V'--'9"'3"'.0l'-----4 90 I ;;---r--==: r--. ,----_ SWALE BOTT OM ELEV 93.00 -r--. EXISTING \ARo-\ -90 I LET 90 EXISTING STORMWATER PIPE 80 80 .,,a o,m '-: -0 .... N~ ·"' ci 80 o,!2 0~ 5 0 ~ 80 t' 9+00 10+00 11+00 12+00 13+00 9+00 10+00 11+00 12+00 AS BUILT 02/18/2021E D C B A I I I I ~4 18t°C I 03,~3 J I , I I. I .. •· 103,03 I I / / / / / 92,90.,./ / / .,...✓ 92,94 \ 93,00 4 5 >---+--+ 20.0' DRAINAGE EASEMENT EXISTING GROUND UDewbany / / \ / / / / / / / \ \ \ \ /' / ---1-!H·----\ \ \ ____) RETENTION BASIN SHALL BE GRASSED WllH PERMANENT VEGETATION. PRECAST CONCRETE BOX I-------TOP WIDlH VARIES -------1 ----------------------.............. JQP ... ,.k.ee.~~ .. Q.Q ___ .... ____Q.H_.W.,_J.QO_ YR -ns4 . _ NORMAL WATIER SURFACE -96.00 f---A t POND DETAIL NOT TO SCALE B PLAN VIEW B 93 09 INVERT ELEV: ~ A t LINER, USE EXISTING SUITABLE CLAY MATIERIAL FROM GRADY PONO EXCAVATION. ENSURE AT LEAST 18" THICK. . ( 18~ RCP SEAL 25353 FRIENDSHIP ROAD DAPHNE,N..36526 251.990.9950 w (9 <( _J _J t) > <( -' -' en""" c:i N WW 0 N _JU) > I-~ cc 0 I-a.. > <( co (0 m 0 _J 0 SECTION A-A SECTION B-B OUTLET STRUCTURE DETAIL NOT TO SCALE AERATOR SCALE A PROPERTY OWNERS ASSOCIATION (POA) IS REQUIRED TO BE FORMED. o 20 THE POA IS REQUIRED TO MAINTAIN ~•r-ANY AND ALL STORM WATER FACILITIES AND STRUCTURES LOCATED OUTSIDE OF THE PUBLICLY ACCEPTED RIGHT-OF-WAY. NO. REVISIONS DRAWN BY DESCRIPTION 40 <( :a;; <( cc :'.5 <( ui []_ 0 ::c a:: ~ 60 DATE bma jne ccb ~/Ill APPROVED BY CHECKED BY DATE FEBRUARY 2020 I ' / ___ l_,1 ' / II /\ / / ' I I ' I / II ' I I ' / I I / / / I PIPE / I I .. ANCHOR TITLE POND PLAN & DETAILS PROJECT NO. D1 50125058 // I/ I ~)' EXISTING STOR•WATER ~~-~-~~,i'-·~-------------~-------------( _______________ ~/_1 ________ 1_1 _________ / _______________________________ ~ SHEETNO. A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATED2DRAINAGE DETAILS25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950BAAMALA ESNN.ESTJASON/AbmaccbjneFEBRUARY 202050125058OLD BATTLES VILLAGEPHASE 4AFAIRHOPE, ALABAMA68V OBV 2020, LLCAS BUILT 02/10/2021AS BUILT 02/10/2021GENERAL NOTES TRANSmON FROM VALLEY GUTTER TO STAND UP CURB CONCRETE CURB 7• HIGH 4'-0" (15"-30" PIPE) i f---7_'-_0_"_(3_6_"-_5_4"_PI_PE_) _ _,__~2~•-~••----a1~ 1. WHERE DIRECTION OF FLOW IS FROM EACH END OF INLET, SIDEWING OPENINGS (AS SHOWN ON ONE SIDE ONLY ON THIS DRA'IVING) SHALL BE CONSTRUCTED AT EACH END OF INLET. FOR EACH INLET SO CONSTRUCTED. PAYMENT WILL BE MADE UNDER ITEM INLETS TYPE-S (TWO 'IVINGS). SECTION 6-6 NOT TO SCALE 1'-6• OVERLAP PIPE JOINT WRAP INSTALL APPR0\!£0 BACKFILL IN 12• LIFTS O 85X COMPACTION, STANDARD PROCTOR. '1rn>, WHERE ONE WING ONLY IS CONSTRUCTED PAYMENT WILL BE MADE UNDER ITEM INLETS TYPE-S (ONE WING). 2 TO ACCOMMODATE SKEWED PIPE OR FIT OTHER CONDITIONS, IT MAY BE NECESSARY TO INCREASE ONE OR BOTH PLAN VIEW DIMENSIONS OF INLET BOX AND COVER SLAB. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CORRESPONDING INCREASE IN MATERIALS AND OTHER COSTS WHERE CHANGES IN DIMENSIONS ARE REQUIRED. 10' CURB TRANSITION #5 BARS O 6" O.C. E.W. TYP. NOTE: SLOPE ON TOP OF SLAB SHALL BE THE SAME AS THE CENTERLINE GRADE. NOTE: JOINTS ON ALL STORM DRAIN PIPES SHALL BE PIPE 'IYRAPPED WITH A NON-WOVEN FILTER FABRIC AS SHOWN IN THIS DETAIL TYPE "S" INLET DETAIL SECTION A-A NOT TO SCALE PICK HOLE CNON PENETRATING> = CONCRETE SL.AB OF THROAT SHALL BE a• THICK. INLET BOX CONSTRUCTION SHAU. ADHERE TO SPECIAL & STANDARD DRAWING NO. I-621-S 4'-o"± "X" INLET DETAIL 4'-6" (15"-30" PIPE) 7'-0" (36•-54• PIPE) B 4'-6" (15"-30• PIPE) 7'-0" (36•-54• PIPE) MANHOLE COVER DETAIL ~~~g~wo:NJf~il~~~~l~LE BE FILLED/REPLACED WITH PEA GRAVEL OR EQUAL TYPICAL TRENCH DETAIL VULCAN FOUNDRY: CURB AND GUTTER INLET MODEL NO. V-4142 OR APPROVED EQUAL w w .... a: a: 0 W I I ;,.u:, A NOTES: 1. A POSITIVE DRAINAGE OUTFALL IS A CONVEYANCE SYSlEM (DRAINAGE EASEMENT, ROADWAY WITH A DRAINAGE SYSlEM-CURB AND GUTTER, OR DITCH 'MilCH CONTAINS, CONTROLS, AND TRANSMITS STORMWATER RUNOFF TO A CREEK, STREAM, RIVER, BAY, GULF, OCEAN, OR OTHER COUNTY OR MUNICIPALITY REGULATIONS. 2. FINISH FLOOR ELEVATION MUST BE 1' (MINIMUM) ABOVE FINISH GRADE ELEVATION (EXCLUDING BASEMENT ELEVATIONS) AND AT LEAST 18" ABOVE THE CENTERLINE OF ADJACENT ROADWAYS UNLESS OTHERWISE STAlED IN THE PLANS. FINISH FLOOR ELEVATIONS SHALL ALSO COMPLY WITH LOCAL REGULATIONS. 3. THESE ARE MINIMAL REQUIREMENTS AND DO NOT RELIEVE THE BUILDER FROM PROVIDING ADDITIONAL GRADING TO DIRECT STORMWATER TO A POSITIVE OU1FALL DRAINAGE SYSTEM. TRANSmON FROM VALLEY GUTTER TO STAND UP CURB ___Ms-,· .-3--10' 21/2"[::7' F.F.E. -FINISH HABITABLE FLOOR ELEVATION F.G.E. -FINISH GRADE ELEVATION <== -STORM WATER FLOW DIRECTION ARROW i::::7' -GRADE SLOPE (MINIMUM) ----MINIMUM GRADE ,1,•·v ~~-----'-=---------~F.F.E. POSITIVE OUTFALL (SEE NOTE 1 ABOVE) N019 ELEVATION VIEW 10' TYP. PLAN VIEW ----==::::r-F.G.E. a• MINIMUM (IF SODDED) 10" MINIMUM (NO SOD) F.G.E. CONTOURS VNIA110NB N CllWlNQ l#E. ACCEPTAILE F CIW:>IG DRANI 10 A P08IIIVE 0UIFAU. LOT GRADING-TYPE 'A' LOT GRADING -TYPE 'B' ALL ClllANAOE 10 8111:ET ClllANAOE 10 8111:ET NO FEAA LOT LNE HOME Bill! DEBS NOif· THE HOMEBUILDER SHALL INSTALL AND MAINTAIN THROUGH OUT CONSTRUCTION APPROPRIATE EROSION CONTROL MEASURES , SILT FENCE, HAY BAL.ES AND SWALES, TO ENSURE THAT NO SEDIMENTS WILL LEA\!£ THE SITE DURING CONSTRUCTION. MINIMUM STANDARDS FOR TYPICAL RESIDENTIAL GRADING CONTROL PLAN 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. UDewbarry· A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATED3WATER DETAILS25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950BAAMALA ESNN.ESTJASON/AbmaccbjneFEBRUARY 202050125058OLD BATTLES VILLAGEPHASE 4AFAIRHOPE, ALABAMA68V OBV 2020, LLCFOR LOCATION OF WATER SERVICESWITH THE LETTER "W" FOR WATER SERVICEAND "S" FOR THE SEWER LATERALS.LOCATION OF THE WATER SERVICES AND2.MARKED IN THE CONCRETE GUTTERSANITARY SEWER LATERALS SHALL BEAND SANITARY SEWER LATERALS.SEE UTILITY PLAN & PLAN PROFILE SHEETSNOTE:1.SIDEWALKCENTER OF LOTNEW SEWER SERVICES5' 5'SIDE LOT LINENEW WATER SERVICENEW WATER SERVICEWWMIN. 18"MIN. 18"SIDEWALKAS BUILT 02/10/2021AS BUILT 02/10/2021PVC PIPE CROSS DRAIN CONCRETE WATER MARKER WITH SIGN •wATER LINE• REQUIRED AT EACH END AND AT 50' C. TO C. OF DUCTILE IRON STREAM CROSSINGS. DETECTOR WIRE REQUIRED -------------, {NEW OR EXISTING) ✓r------------MECH. JT. DUCTILE IRON WITH RETAINER GLANDS OR CLOW ·suPER-LOcK· JOINT PIPE DUCTI..E IRON 10 LF. MIN. DUCTI..E IRCJI FITTING AS REQUIRED {DUCTILE IRON MECH. JT. W/RETAINER GLAND.) 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. FIRE HYDRANT ASSEMBLY TO BE MUELLER CENTURIAN THREE WAY, 5-1/4• VALVE OPENING, A-423. PUMPER NOZZLE (4-1/2" DIA.) NST 3'-s• MIN. (1.) FIRE HYDRANT ASSEMBLY UNIT OF PAYMENT TO INCLUDE EXCAVATION, BACKFILL, COMPACTION, THRUST BLOCKS. GATE VALVE, GATE VAL'VE BOX, CONCRETE PAD, DUCTILE IRON TEE. ALL CONNECTIONS, DUCTILE IRON PIPING, CONCRETE, GRAVEL ANO FIRE HYDRANT. (2.) 'NHERE FIRE HYDRANT IS OFF AN EXISTING MAIN THE BID PRICE IS TO INCLUDE TAPPING SLEEVE, CONNECTION, AND MACHINE TAPPING, EXCEPT IN 1 THE PROVISIONAL ALTERNATE BIO ITEM 'NHERE USE IS MADE OF AN EXISTING HYDRANT TEE. (3.) STEAMER VALVE SHALL FACE THE STREET. THE 2.5' MIN. COVER SHALL BE FROM THE LOWEST ELEVATION OF THE DRAINAGE STRUCTURE INVERT. THIS ELEVATION SHALL BE MAINTAINED NO LESS HYDRANT DRAIN WATER MAIN \ TYPICAL DRAINAGE PIPE CROSSING NOT TO SCALE ~ I I I I ' r I I _/ _/ WATER SERVICE & THAN 10' EACH SIDE OF THE CROSS DRAIN REGARD-LESS OF THE GROUND {ELEVATION WHICH IAAY RESULT IN COVER DEPTHS SIGNIFICANTLY GREATER THAN THE 2.5' MIN.) "-t m I I I I 24" 2• SQ. OPERATION NUT WATER GATE VALVE SEWER LATERAL LOCATION PLAN WAlER :~: MIN. ---------PYC SLEEVE EQUIRED IF ~CAL CLEARANCE IS LESS lHAN 18" BEllEEN WAlER LINE I: SEVIER LINE 10 LF PVC SLEEVE MIN. WATER LINE & SANITARY SEWER LINE VERTICAL CROSSING DETAIL lHE C0NlRAClllR SHAU. RlLL0W lHE 10 STATE STANDARDS. THRUST BLOCK BEARING AREAS (SQ.FT.) SIZE PWOOED ENI 90' -le" 22ri)C" OR TEE BEND BEND 2• DIA. 1.0 1.0 1.0 1.0 PIPE UNE 4" DIA. 1.9 2.6 1.4 1.0 PIPE UNE e• DIA. 3.6 5.0 2.7 1.4 PIPE UNE 8" DIA. 5.8 8.2 4.4 2.25 IPE UNE NOlE: THRUST Bl.OCK BEARING AREAS SHAU. BE INCREAsm IN POOR TRENCH CONDITIONS AS DIREClED BY THE ENGINEER 11-J/o-4" 1.0 1.0 1.0 1.2 v~,t<~ :~tr1vt.~l :t1',l_t( •ic-s ,ie• VERT. 22-1~DVERT. GATE BEND VAi.YE 9.3 CU. FT. 4 CU. FT. 0.5 CU. FT. 21.1 CU. FT. 9.B CU. FT. O.B CU. FT. 50 CU. FT. 16 CU. FT. 1.0 CU. FT. 1.5 CU. FT. DESIGN CRllERIA: TEST PRESSURE -150 PSI Sill BEARING PRESSURE - 1 1Q\I PER 50. FT. (DO NOT OBSTRUCT) fl REBARS I FIRE HYDRANT ASSEMBLY JCM 402 SERIES TAPPING SADDLE (EPOXY COATED, DOUBLE STRAP, W/ TAPERED \ C.C. THREADS) FOR PVC MAINS DIRECT TAP SERVICE LINE ON DUCTILE IRON WATER MAIN WATER MAIN 3/4• TYPE K COPPER TUBING 3/4" CORPORATION STOP MUELLER TYPE H-15008 W/ TAPERED C.C. THREADS MUELLER NO. H-1310-6 METER BOX SEE PLAN &: PROFILE SHEET FOR MAIN SIZE (PLASTIC METER BOX COVERS SHALL HAVE CAST IRON READER LID) TYPICAL NEW WATER SERVICE CONNECTION FAIRHOPE NOTE: LOCATION OF EACH WATER SERVICE SHALL BE MARKED IN THE CONCRETE VALLEY GUTTER WITH THE LETTER •w-. YERI THRUST BLOQ< PEJAlL CONCRETE THRUST BLOCK SEE SCHEDULE CONCRETE lHRUST 111.0CK SEE SCHEDUL.£ TYP. BEND INSTALL APPROVED BACKFILL IN 12• LIFTS O BS" COt.4PACTION, STANDARD PROCTOR. NATURAL GRADE IEE THRUST BLOQ< PEJAIL CROSS THRUST BLOQ< PEJ:AIL HQRIZ THRUST Blog< PEJAIL TYPICAL TRENCH DETAIL THRUST BLOCK DETAIL UDawbarry· A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATED4SEWER DETAILS25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950BAAMALA ESNN.ESTJASON/AbmaccbjneFEBRUARY 202050125058OLD BATTLES VILLAGEPHASE 4AFAIRHOPE, ALABAMA68V OBV 2020, LLCAS BUILT 02/10/2021AS BUILT 02/10/20210 0 0 0 0 <I) z 0 " .., > ~ w " z .., ~ 0: ~ ,!; z :'.5 a. w w <I) ui w °' ~ :r: .... a. w " GENERAL NOTES: ALL PRECAST REINFORCED CONCRETE MANHOLE SECTIONS SHALL CONFORM TO ASTM C 478. WHEN SHORT MANHOLE SECTIONS ARE USED UNDER PAVED AREAS THE CON-TIRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR TIHE REINFORCING REQUIRED TO SUPPORT TIHE TIRAFFIC LOAD ALL MANHOLES SHALL BE CONSTIRUCTED USING TYPE 2 CEMENT, AND 100% CALCAREOUS AGGREGATE GROUT MANHOLE RING TO MAN-HOLE SECTION INSIDE & OUT AS APPROVED BY TIHE ENG. TIHE 1ST MANHOLE STEP SHALL NOT BE MORE THAN 15" FROM TIHE TOP OF TIHE MANHOLE. SPECIFICATIONS: A MODEL: VULCAN FOUNDRY V-1418 -1 TYPE 1 PICK HOLE COVER WEIGHT RING WEIGHT TOTAL WEIGHT INVERT 130 LBS 280 LBS 410 LBS TYPICAL PRECAST CONC. RISER SECTION PLAN VleN ECCENTIRIC CONE TOP TYP. "RAM NECK" JOINT SEALER TYPICAL PRECAST CONC. RISER SECTION 4'-0" ' ' ' ~ .... [ Oo: CDW <> z x-..:z ::,;:;;, -:::, "' 25' CONC. ADJUSTING RING(S). AS REQ'O A GROUT BENCH CONC. ADJUSTING RING(S). AS REQ'D TYP. STEP (PLASTIC ENCASED STEEL) 5" GROUT BENCH SLOPE 1/4 IN./FT. WATER TIGHT SEAL GASKET. (RUBBER BOOT) TYPICAL 1-114~ ~ THE PORTION OF THE FRAME AND COVER 'M-IICH FORMS THE COVER SEAT SHALL BE MACHINED SO THAT NO ROCKING IS POSSIBLE. r L_ PICK HOLE CN□N PENETRATING> !'Lm THE RING AND COVER SHALL MEET THE REQUIREMENTS □F THE CITY OF FAIRHOPE SAMITARY SEIJER SPECIFICATIONS. THIS IS T□ INCLUDE THE LABEL ON THE MANHOLE COVER, MANHOLE FRAME & COVER DETAIL CONC. ADJUSTING RING(S). AS REQ'D TYP. STEP (PLASTIC ENCASED STEEL) TYP. STEP (PLASTIC ENCASED STEEL) TYPICAL PRECAST CONC. RISER SECTION TYP. GRA\.1TY SEWER 8" TIHICK, POURED IN PLACE, 100% CALCAREOUS LIMESTONE CONCRETE MANHOLE BOTTOM ""--12" LAYER OF CRUSHED AGGREGATE> 8" THICK, POURED IN PLACE, 100% CALCAREOUS LIMESTONE CONCRETE MANHOLE BOTTOM r _J PICK HOLE <NON PENETRATING> Mltl...l!lallli FRAME -250 COVER -120 MA TERI AL -CAST IRON WATER TIGHT SEAL GASKET. (RUBBER BOOT) TYPICAL TYPICAL PRECAST CONC. RISER SECTION GROUT BENCH CONCRETE SUPPORT FOR DROP CONNECTION O BOTTOM OF 0.1. 90 BEND TYP. GRAVITY SEWER PLAN VIEW NECK" JOINT SEALER ui WATER TIGHT SEAL z GASKET. (RUBBER 0 " BOOT) TYPICAL. .., > ~ w " z .., <I) .... 0: ~ ,!; z :'.5 a. w w <I) ui w °' .., > :r: .... a. w 0 CONCRETE SUPPORT FOR DROP CONNECTION It BOTTOM OF 12" LAYER OF CRUSHED AGGREGATE 0.1. 90 BEND NOTE: D -PIPE OUTSIDE DIAMETER. TYPICAL PRECAST CONCRETE MANHOLE IYflCAL PRECAST CONCRETE PROP MANHOLE SECTION A-A SECTION A-A :,5 ~" ~o ~'5 l:jf!c e5 :c!~ ~~ J" a,r ~ili ~<> ~ffi ~~ ~Q A PROPERTY OWNERS ASSOCIATION (POA) IS REQUIRED INSTALL APPROVED BACKFILL IN 12• LIFTS O 85,C COMPACTION, STANDARD PROCTOR. 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. TYPICAL TRENCH DETAIL a• PVC GRAVITY SEWER MAIN s•x4• PVC TEE WYE SLOPE O 1 /8• PER FOOT P._ ________ _pD-4• PVC PLUG 4• DIA. SCH. 40 PVC PIPE SEWER LATERAL PLAN YIEW ~_t ["'""= --•~ • 1.!INIMUM 12· COVER o::: o::: ~~~E~/~~c~~w ~ ~ ' I a· PVC GRAVITY SEWER MAIN I a•x4• PVC TEE WYE i~ ~ ~ ---1 -SLOPE O 1 /6• PER FOOT P.__ _______ ]_JJF •. PVC PLUG 4• PVC -4-5" BEND a• PVC GRAVITY SEWER MAIN -t-• DIA. SCH. 40 PVC PIPE NOTES: CARSONITE MARKERS SHALL BE INSTALLED ON LATERAL ENDS. 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~~ 105 ow ~a 105 ~-2'" 2.0,C .... a: 2.1" 2.1% 4.2" -,rnll ·7 I I 100 100 -40 -30 -20 -10 i 10 20 30 40 16+00.00 ~~ .,."l .... re-~~ ~~ .. ;1 It~ 105 ~2 ow I--~-2.0,C ""-2% 2-1" 2.1% •. 2x---zm< F====F4.!;~~=i:::====1====t====:::i::=::===r==::::Jt=c:=:=:=J105 rt I] 100 I I L __ _l ___ _l _ ___L=±===t:===±:=:==-_ _J ___ __l_ ___ _J100 -40 -30 -20 -10 i 10 20 30 40 15+50.00 I I 100~---~-------~----~---~---~----~---~100 -40 -30 -20 -10 Cf_ 10 20 30 40 15+00.00 m ~i 105 ~~ -~ 100 -50 $ "' ci i~ ~ 105, __________ -_-_-_,_----t,~,-cr,---,-.ii-ii-_,_-__ -4 ___ --2_%_-_-_-_-_+-'--_-_-2 __ -1:<~~::~~~~-2-.-1-x~~::.;:-_-_-_-_-,-:.-,.---"--,:o,c--~--,-_-_~---~105 Ji I 100 100 -40 -30 -20 -10 i 10 20 30 40 19+50.00 m~ on• .. :=: r;;s ~"' It~ .. :i: ~s 105 ow jc-.i ,·~ 105 Cw --------------~ 2.0 -4,2X ----4 2" ---,___ .1:< 2.1 100 I I 100 -40 -30 -20 -10 i 10 20 30 40 19+00.00 m -m il'i 2." 21X rt -" =:::t:::==::±====d=d..l _ _1 ___ L _ __J100 -10 i 10 20 30 40 50 2.0, -40 m g~ ~~ 4.2'1: I rt -30 -20 -10 18+89.27 i 18+50.00 ,~~ ~~ 10 20 30 40 i5w ~r:--:=.~ ~--2.~;---... ~;" ______ ---------2~1'1:.------+-------2 ,-:rc--------------4~z;f ----z:-o,t--'.;> -rt I] 1001 __ 1_---tl==+===cr---r---~===+==:t-1_1 __ 1100 95~---~---~----~---~-------~----~---~·5 -40 -30 -20 -10 ct_ 10 20 30 40 18+08.15 105 100 50 105 100 50 UDewbeny· "' ~i 105~---~-<1::,.·~~---~---~----+~ ... ~ ... ----~---~---~---~---~105 "" 2.1X: -" I 100~---~---~---~----~---~---~----~---~100 -40 -30 -20 -10 ct_ 10 20 30 40 -21+19.60 m "' ~i ~~ It~ .,.,:, It~ 105 ow .,.:,..; ow 105 ---C.:e,f---4:.a·-----2.1" 2.1,&: --.:"Zr'.:--'2..~-------------rt I I 100 100 -40 -30 -20 -10 i 10 20 30 40 21+00.00 ~ l{)r:; ..,,-, ~2 ~2 ~~ mill ~~ 105 ~§ 105 -~ 2.1>r 4.2% 4.2" :z:o,;--;, -2.1" 2.1% rt -" I I 100 100 -40 -30 -20 -10 i 10 20 30 40 20+50.00 Ni::; .. ~2 ..,.., ca;,; s;-li:!·1:~ m~ ~~ 105 ow ~§ 105 ----2.0% 1-.2% 4:i" -2."0" -2.1" 2.1% I I 100 100 -40 -30 -20 -10 ~ 10 20 30 40 20+00.00 KEY PLANAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATE25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950BAAMALA ESNN.ESTJASOV: 1"=5'H: 1"=10'X2bmaccbjneFEBRUARY 202050125058OLD BATTLES VILLAGEPHASE 4AFAIRHOPE, ALABAMA68V OBV 2020, LLCCROSS SECTIONSSHARPSBURG AVE.AS BUILT 02/10/2021AS BUILT 02/10/2021-Jl:.'1% --2-.eft.--~-Jl I I 100L ___ _l_ ___ _l_ __ ---'===l====t:::===±=:'.~-_.1 ____ L ___ J100 -40 -30 -20 -10 It, 10 20 30 40 12+50.00 100~---~---~---~----~---~---~----~---J100 -40 -30 -20 -10 't 10 20 30 40 12+00.00 100~---~---~---~----~---~---~----~---J100 -40 -30 -20 -10 It, 10 20 30 40 11+90.00 100~---~---~---~----~---~---~----~---J100 -40 -30 -20 -10 i 10 20 30 40 11+40.00 105 100 100 -40 -30 -20 -10 ... 10 20 30 40 11+00.00 ~ ;/; ~~ ~~ re-~ Li.:~ 105 It~ :;::;;: ~i.:l 105 4.2:r ··~ ...2.1"'-•.2'< -------- - -" Jl I I 100 100 -40 -30 -20 -10 ... 10 20 30 40 10+50.00 CJ)~ lo "!,!; ii ~-~~ " ~ "~ 105 . ·~ ~~ 105 -"' ----I I 100 100 -40 -30 -20 -10 ... 10 20 30 40 10+00.00 95~---~---~---~~---~---~---~----~---J95 -40 -30 -20 -10 't, 10 20 30 40 15+50.00 95~---~---~---~~---~---~---~----~---J95 -40 -30 -20 -10 't, 10 20 30 40 15+00.00 " ~"' ~ ~s 105~ ____ ..,~ ... ~--~--------~---~-----------;~ci,'':.-· ____ ~105 "':oi Sci ~I::! 4,?ir -----21r-: ..... ___ 2.1i ___ ----4.2"--z_i:5i----~ _l1 100,---,---,--,1t=+====t====!==11_1 ____ 1 ___ 1100 95~---~---~---~~---~---~---~----~---~95 -40 -30 -20 -10 't. 10 20 30 40 14+50.00 m ~ 105~ ____ :8_, ... ~ _______________________ 1l ... • ------~105 :~ r<)~ ~ ~.i."I! 2.ox -t..a· _.2-1.S.. -~~ _ ,2:1,r _____ -+.K::---2.cx-~ ----11 .11 1001 ___ 1 ___ 1_--tl=:1=====1====+::::=:t-1_1 ___ 1 ___ 1100 95~---~---~---~~---~---~---~----~---J95 -40 -30 -20 -10 It, 10 20 30 40 14+00.00 95~---~---~---~~---~---~---~----~---~95 -40 -30 -20 -10 't, 10 20 30 40 13+50.00 ~ .,"l ~ r-:a 105~----.'~'b-ee· --~-------~~---~-------l,l'l,l'.:'f--~----105 ~t ~~ ol~ ---------_, --~-~,; ---4.!" ---2ri:C-_......... -2;-t,;-----... 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Limits B-4 - Business and Professional District PUD - Planned Unit Development R-1 - Low Density Single-Family R-2 - Medium Density Single-Family R-6 - Mobile Home Park District R-A - Residential/Agriculture District COF Planning Jurisdiction ¯ ¯ ^ Project Name: Windmill Road and Hwy 181Site Data: 2.22 acresProject Type: RezoningJurisdiction: Fairhope Corprate LimitsZoning District: R-A to B-4PPIN Number: 14533General Location: West side of State Highway 181, approx. 200 ft north of Windmill Rd.Surveyor of Record: Smith, Clark & AssociatesEngineer of Record: Smith, Clark & AssociatesOwner / Developer: FST MPM INVESTMENTS LLCSchool District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ ConditionsPrepared by: Samara Walley 1 ZC 21.07 Windmill Road and Hwy 181 – May 3, 2021 Summary of Request: FST MPM INVESTMENTS LLC is requesting to rezone property from R-A Residential/Agricultural District to B-4 Business and Professional District. The property is approximately 2.22 acres and is located on the west side of State Highway 181, approximately 200 ft north of Windmill Rd. The applicant has provided a narrative to justify their request. They state that with the expansion of Highway 181, commercial development is inevitable. The area is wooded and does not appear to have attracted any interest as it current zoning classification. Due to their location outside of a village core, the applicant believes that the request for B-4 zoning is more appropriate as it allows for less intensive uses. Comments: The drawing illustrates an “L-shaped” lot with frontages on Windmill Road and Highway 181. It is bounded to the North by R-1, Low Density Residential District, to the West by PUD, to the South by PUD (across Windmill Road) and B-4, Business and Professional District, and to the East by B-4 Business and Professional District and R-2, Medium Density Single Family Residential District. (across Highway 181) The Zoning Ordinance defines B-4 Business and Professional District as follows: “B-4 Business and Professional District: This district is intended to provide opportunity for business establishments of a professional nature and is restricted to offices and businesses, which provide specific corporate functions or professional services to the general public.” Criteria – The application shall be reviewed based on the following criteria: (1) Compliance with the Comprehensive Plan; Response: Since 2001, the Comprehensive Plan supported a village concept, with village cores containing the highest intensity of business uses. The nearest core radiates from the intersection of Highway 181 and Fairhope Ave. The subject site does not fall within the area of influence of this village center as shown of the map below. Drawing provided by S.E. Civil . r I --:--- -·--... <'"I 11 L i. •, • I '" ---; ;'j j I -· &. ="' -' --r --------- j I .,.,,__~~~---· --+ _,, ••"' K~ -·-' _, . ·-•----.. .,...,. __ l l , j -J • ! J. 2 ZC 21.07 Windmill Road and Hwy 181 – May 3, 2021 Staff finds that because the subject property does not fall within a village center, as defined by the Comprehensive Plan, it is more appropriate to request a lesser intensive zoning. Staff is in agreement with the applicant’s claim that a request for B-4 zoning would be more appropriate. (2) Compliance with the standards, goals, and intent of this ordinance; Response: As stated by the applicant, the Zoning Ordinance states the following about R-A Residential/Agricultural District in Article III, Section A.1., “This district may also be used as a “holding zone” for future development in accordance with the comprehensive plan, when future conditions allow for efficient expansion of urban services.” This line implies that changes will occur. Staff finds that the applicant has taken a consideration to the surrounding properties when making the request for B-4, Business and Professional District. (3) The character of the surrounding property, including any pending development activity; Response: There is a variety of adjacent zoning types. When development occurs, buffers may be required in accordance with the City of Fairhope Zoning Ordinance. (4) Adequacy of public infrastructure to support the proposed development; Response: The applicant states that water and sewer lines exist along Windmill Road that can service the subject property. (5) Impacts on natural resources, including existing conditions and ongoing post-development conditions; Response: The applicant has no known plans of construction or redevelopment at this time. Additionally, there are no known natural features present. (6) Compliance with other laws and regulations of the City; Response: There is no development proposed at this time. At the time of any redevelopment all applicable laws of the City will be applied. If granted, “Uses Permitted subject to general ordinance standards and conditions” will be allowed “by right”. “Uses Permitted subject to special conditions listed in the ordinance” or “Uses Permitted only on appeal and subject to special conditions” may be subject to additional approval. Minimum building setbacks are illustrated on the submitted boundary survey. However, according to the applicant, these are R-A setbacks. The applicant intends to revise the setbacks once the rezoning application is approved. Due to the unique shape of the subject property, Staff has proposed the following: • 60’ minimum building setback along Highway 181 • 20’ minimum building setback along Windmill Road • 20’ minimum building setback along the northern and western property lines • 10’ minimum building setback along the interior property lines as shown in the drawing • r- '7 3 ZC 21.07 Windmill Road and Hwy 181 – May 3, 2021 (7) Compliance with other applicable laws and regulations of other jurisdictions; Response: At the time of a redevelopment all applicable laws will be applied. (8) Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values; and, Response: Because the applicant has not expressed any plans in terms of future use, Staff cannot anticipate any significant issues relating to this criterion at this time. However, if the property is developed commercially in the future, various impacts may be present. Buffers and landscaping may be required per the Zoning Ordinance. It is also important to note that if the property is recommended for approval by Planning Commission and approved by City Council, it is possible that there will not be another public hearing. Building permits would be reviewed by Staff prior to any construction. (9) Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values. Response: Staff cannot not anticipate any significant issues relating to this criterion. However, if the property is rezoned and developed commercially, the various impacts may be presented. Drawing provided by S.E. Civil ; setbacks emphasized by Planning Staff .Y l ........ _.._ ~~- -.. -1' ..... __1£"J~t,, ---• ~ ,..,,.r -r,· ···-·-·-·-·····-···-•~·-·' ... . -·· •••••· . I ·1 I lJ: ~?i; l!Jil , J 11 ' I. ; ,Y)'.•.,;;.~ ,i.l<;_,i. L 1- 1. 4 ZC 21.07 Windmill Road and Hwy 181 – May 3, 2021 Recommendation: Staff recommends APPROVAL for Case: ZC 21.07 rezoning from R-A, Residential/Agriculture District to B-4, Business and Professional District subject to the following condition: 1. Submission of an administrative replat to record setbacks as proposed by Staff. WINDMILL RD.ALABAMA HIGHWAY 181SITE1" = 1 MILEVICINITY MAPLEGEND:Civil MPM INVESTMENTS, LLC(251) 990-6566880 HOLCOMB BLVDFAIRHOPE, AL 36532Engineering& SurveyingPROJ MGROFSHEETFILEPROJECTSCALEDED11MPM-BDY202007681"=30'CHKD. DEDDRAWNDEDBOUNDARY SURVEY015306030 SCALESURVEYOR'S NOTES:P.O.B.ELEANOR DR.SURVEYOR'S CERTIFICATE:2.22 AC. ±FLOOD STATEMENTLOT 1 __ .,. __ ,._, __ . ,_""'",._,..,, GAFFORD SUBDIVISION ._.,_,[_£~2-., I SLIDE 2106-E ... :::-;,., I ~ --------------[----~ JO FT. INGRESS/EGRESS I ~ ~ ____ :~~._1.:_.~!:,;:[)r----------------, .. ;±~,,;"'~J""',""~-'".,~~-,-83=· -----------LI ----r--=--., COMMON AREA ao-<0-ao---22-o-000---001.oa, '"'""''""""'lft'-""ca,ro(;JD!Oll!tl (11)589'55'0 J/JOf N89'33'46~W JIJ.OI' I I I I 1:s I~ ICi 18 \:',,., ---I --,;,J I (66' PUBLJC R/W) "'""''·0.0-22-0-000-001.6 .. ''" ~.-oco, ,.,,.,,,_""""""crux .. , ""CPl:.TY u[, IW rux:o zo..:: "J" A1 IC,&.l[O r•□ -fLOOO IWIU'l,..C~ •Arr ....... WJ._.[.OIOOJCOll:lM, 00-taUWIHWJtal[• ~~,/~~~~ Olll, 9.J"'" "ta", ,.... __ .,-;;.":::;:• ___ .,_,,._ ____ ..., .. , ,., ___ .. ____ ,,, Oil-.. -05-22-0-000---001..61' "'"""'·°""'[llJ''" BUILDll'<G SETBACKS AS PER CITY OF FAIRHOPE ZONING: R/A -RESIDENTIAL/AGRICULTURAL FROl'<T 7~ FT. REAR: 75 FT. SIDE· 25 FT. SIDE STREET: ~O FT. 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LOCATION, 00 EXITNT or,..Y1U8-1URfAC[f"IATI.J.[I YH[ LIWl':1 ·[~·~•wr .. c TI-<[ C[WIT"'-IW[ ""0 "Q"T-ct'-WM'I Cl" TH[ ITJll'['r"I A•[ IHOW fO'I '111U,&.L ~U-~01[1 0~ Y ,&.~ -.:•[ WOT aJ•'<'l':ITD u•L[ll.la>iT-Of-W,&.T-OWJtal'WTATICW-11,&.LIO'IHO .. aJ•l'l:Y WA1 COl,(]UCITD CW. -A•O< 1011, ,.,D 11 "E:CCl'IJ[D IN AW [lICT•C...Cfl[LDICO< l[,.,..IW~1,&.WO 011TA•C[I IHO• H[•rnw -.:•[ "COtaPUT[O" r•ow ACTIJAL rl[LD nA'l'[~S[1. ,..D Hl[ ~A1£D CW. 1TATI ~I.NO[ <;AO, ALA~AWA .:,r ZO•E U:IIWO CP1 OOU~•ATICW-1 YH[UTILIHIWrcataATIOW .. o~•[•[CW.WAICflUIW[OBYSIJRl'EYlNGANO P\.OTIWOYH[,.IIIL[,&.101'[CJ'IOJWOUTLITTr?:ATIJ•[I WO TITI.[ a:A•O< CR ~[PCRT •M P•O•O[O ~CR l-<11 ILA'l'l'CY TI-<11 ..., • .-:, •Al B[EW cown[T[D IW ACCC-D"'"C[ .,. Tl<[ ~[CIJA[W[W1'1 or T>-1' ITAOOA•□• er ""ACTICI': r(ll'I IU~•n,wo .. YH[ ITAIT Cl" ALA~AtaA, [rncn'<'l':JAWJAn1,1011 STATE OF ALABAMA COIJNTYOFBALDl'<1N WL S.L Cl~L. LLC, A FIRl,j or LICENS£D rnoi.EERS Ai.□ LAi.□ SUR\'EYORS OF FAIRHOPE. ALABAl,jA, HEUBY 9TATE THAT THE AElO','[ l:S A CORRECT l,j,t,,p OR PLAT CF THE FQLO'fllll'.G DE~CR1ern PROPERTY SITUATED Ii. B,',LD\llli. COJ!,TY, ALABAl,jA, TO-.,,.T BEGli.NINGATACAPPEDREBAR (FAIRH[l"E)ATTHE S[)JTHE,&,STCORi.EROFELLli.GTOi. PL .... CE, AS SHOWi. BY WAP [l'l PLAT THEREOF, RECORDED AT SLIDE 2221-A, BALD"lllli. COU!,TY PROBATE RECORDS, AND RUN THDKE NCIHH 00 DEGREES 34 ..-1i.uTES Je SEC□i.os EAST, ALONG THE EAST l,jARGIN OF SAID ELLIGTON PLACE, A DISTAi.CE OF 3Q4 411 FEET TO A C,&.PPED REBAR (ILLEGIBLE) AT THE SOUTHWEST crni.ER DF GAFFORD SUBDl~S10'-, AS S-,DWN B'r' ... ,.,p {F PLAT THEREOF RECORDED AT S.JDE 21DII-E, B,&.LD'tli. COUNTY PROBATE RECORDS; THENCE RUN SOUTH M DECJClEES 3\i ..-1i.uTES 2\i SECOi.□s [,&.ST, ,&.L~G THE SOUTH .,.,.,RGli. CF 5,1,,10 GAFFORD SUBD1~s1oi., A DISTAl'<CE CF 40\i.113 FEET TO A CAPPED REB,&.R (F,&.IRHOPE) CN THE 'M::ST RIGHT-CF-WA'( CF ,&.L,&.B,&...-,&.HIGH .. ,&.Yllll, THENCERUl'<SOUTHOODEGREES211 ... 1'-UTES07SECOi.□S'1'1£ST,,&.LONG SAID \\£ST ,t1QH-OF-•,&.'!', ,&. Dl3T,&.NCE OF 186.59 FEET TO A REIIAR (i.O C,&.P); THEi.CE DEP,&.RTlNG SAID \\£ST RIGHT-OF-WAY, RUN NCRTH 89 DEGREES 33 ..-1Nurr, 411 3ECONDS '111£ST, A Dl,TAi.CE OF 313.06 FEET TO A REBAR (NO C,&.P): THENCE RU'-SOUTH 00 DEGREES 26 ..-1NUTES 40 S£CCtWS 'IIIIE3T, A DISTANCE CF 2011Ci2 FEET TO A R[El,&.R (NO C,&.P} ~ THE NCRTH RIGHT-OF-W,&.Y OF Wli.D..-ILL ROAD: THENCE RUN NO.TH IIQ DEGREES 32 ..-1NUTES 13 S.:C~DS W£ST, ,&.LONG S,&.ID i.ORTHRIGHT-0F-1t'A'r',ADISTAl'<CECFQ7.III FEETTOTHEPOINTCFBEGli.NING.TRACTCOi.TAINS 222,&.CRES,..-OREORLESS. IHEREBYCERTlFYTHATALLPARTSCFTHISSURYEYAi.□DRAIIIIINGHA',,l[BEENCO..-PLETEDIN ACC{FO,&.NCE 11111TH THE CURREi.T REOJIRE..-Ei.TS OF THE STANDARDS OF PRACTICE Fl:l'l SURYE'r'li.G IN THE 'H,&.TE CF ,&.L,&.BA.,_A TO THE BEST OF .,_y ~NOWLEDGE, INFOR..-,&.TI~. ,&.NO BELIEF c:1: Q_~o~•~·'~"'--zo='~' ____ _ SECIVIL,LLC METES AND BOUNDS DESCRIPTION  BEGINNING AT A CAPPED REBAR (FAIRHOPE) AT THE SOUTHEAST CORNER OF ELLINGTON  PLACE, AS SHOWN BY MAP OR PLAT THEREOF, RECORDED AT SLIDE 2221‐A, BALDWIN COUNTY  PROBATE RECORDS, AND RUN THENCE NORTH 00 DEGREES 34 MINUTES 38 SECONDS EAST,  ALONG THE EAST MARGIN OF SAID ELLIGTON PLACE, A DISTANCE OF 394.48 FEET TO A CAPPED  REBAR (ILLEGIBLE) AT THE SOUTHWEST CORNER OF GAFFORD SUBDIVISION, AS SHOWN BY  MAP OR PLAT THEREOF RECORDED AT SLIDE 2106‐E, BALDWIN COUNTY PROBATE RECORDS;  THENCE RUN SOUTH 89 DEGREES 39 MINUTES 29 SECONDS EAST, ALONG THE SOUTH MARGIN  OF SAID GAFFORD SUBDIVISION, A DISTANCE OF 409.83 FEET TO A CAPPED REBAR (FAIRHOPE)  ON THE WEST RIGHT‐OF‐WAY OF ALABAMA HIGHWAY 181; THENCE RUN SOUTH 00 DEGREES  28 MINUTES 07 SECONDS WEST, ALONG SAID WEST RIGHT‐OF‐WAY, A DISTANCE OF 186.59  FEET TO A REBAR (NO CAP); THENCE DEPARTING SAID WEST RIGHT‐OF‐WAY, RUN NORTH 89  DEGREES 33 MINUTES 46 SECONDS WEST, A DISTANCE OF 313.06 FEET TO A REBAR (NO CAP);  THENCE RUN SOUTH 00 DEGREES 26 MINUTES 40 SECONDS WEST, A DISTANCE OF 208.62 FEET  TO A REBAR (NO CAP) ON THE NORTH RIGHT‐OF‐WAY OF WINDMILL ROAD; THENCE RUN  NORTH 89 DEGREES 32 MINUTES 13 SECONDS WEST, ALONG SAID NORTH RIGHT‐OF‐WAY, A  DISTANCE OF 97.61 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 2.22 ACRES, MORE  OR LESS.  Windmill Hwy 181 Rezoning300 ft RadiusParcel Number PinOwner NameAddressCity State Zip05‐46‐06‐14‐0‐000‐001.503 15200 FST CLARKE, LAURA J2029 SALT MYRTLE LNFLEMING ISLE FL 3200305‐46‐06‐14‐0‐000‐001.546 77565 FST PEREZ, R GERARD ETUX KRISTIN K20204 ST HWY 181FAIRHOPE AL 3653205‐46‐06‐14‐0‐000‐001.543 77588 FST SVENDSEN, RICHARD H JR ETAL SVENDSEN 20118 STATE HWY 181FAIRHOPE AL 3653205‐46‐06‐14‐0‐000‐001.559 95265 FST SWEETWATER INVESTMENTS L L C20040 ST HWY 181 SUITE DFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.544 14533 FST MPM INVESTMENTS L L C7685 ST HWY 59FOLEYAL 3653505‐46‐05‐15‐0‐000‐003.545 77607 FST PROVISION INVESTMENTS L L C19947 ST HWY 181FAIRHOPE AL 3653205‐46‐06‐23‐0‐000‐009.000 29835 WALKER, LINDA R8800 MORPHY AVEFAIRHOPE AL 3653205‐46‐06‐14‐0‐000‐001.533 77292 FST SWEETWATER INVESTMENTS L L C20040 ST HWY 181 SUITE DFAIRHOPE AL 3653205‐46‐05‐22‐0‐000‐001.516 14991 FST MANIFOLD, SIMONE M9950 WINDMILL ROADFAIRHOPE AL 3653205‐46‐05‐22‐0‐000‐001.693 254620 FST NOBLE, JON M ETAL NOBLE, SHANNON P 9890 WINDMILL RDFAIRHOPE AL 3653205‐46‐05‐22‐0‐000‐001.694 254645 FST MANIFOLD, BENJAMIN LAWRENCE ETUX MIA 9940 WINDMILL RDFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.640 214076 FST ELLINGTON PLACE HOME OWNERS ASSOCIAT 105 PARKER CTFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.845 270092 FST DAVIS, CHARLES HUDSON9891 WINDMILL RDFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.846 270093 FST JONES, JONATHAN A1690 RENAISSANCE COMMONS BLVD APT 1222 BOYNTON BEACH FL 3342605‐46‐05‐15‐0‐000‐003.847 270094 FST CROWLEY, LISA M207 ELEANOR DRFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.848 270095 FST MARQUETTE, CLAUDE J105 PARKER CTFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.849 270096 FST JOHNSON, CANDACE D109 PARKER CTFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.850 270097 FST SCHNEEKLOTH, JOHN D ETAL SCHNEEKLOTH 113 PARKER CTFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.851 270098 FST BOLLING, REBECCA S ETAL BOLLING, WIL 117 PARKER CTFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.852 270099 FST ELLINGTON PLACE HOME OWNERS ASSOCIAT 105 PARKER CTFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.853 270100 FST WALKER, DALE F ETAL WALKER, CONNIE M 112 PARKER COURTFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.854 270101 FST HENDERSON, JAMES LARRY ETUX DARYL L 108 PARKER CTFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.855 270102 FST HURLBURT, PAUL ETAL HURLBURT, KIMBER 210 ELEANOR DRIVEFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.844 270089 FST PEDIGO, GARY E ETAL PEDIGO, LYNN B 9893 WINDMILL RDFAIRHOPE AL 3653305‐46‐05‐22‐0‐000‐001.698 269423 FST FIELDS, GEORGE A IV9850 WINDMILL RDFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.641 214077 FST TRIPLETT, MARVIN C20105‐A ST HWY 181FAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.754 254629 FST TRIPLETT, MARVIN C20105‐A ST HWY 181FAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.741 248379 FST JACKSON PLACE PROPERTY OWNERS ASSOCI P O BOX 729FAIRHOPE AL 3653305‐46‐05‐15‐0‐000‐003.742 248380 FST MITCHUM, PATRICIA LYNN100 HAZEL LANEFAIRHOPE AL3653205‐46‐05‐15‐0‐000‐003.743 248381 FST CROCKETT, DAVID SCOTT ETAL CROCKETT, 102 HAZEL LANEFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.744 248382 FST WILSON, PATRICIA L106 HAZEL LNFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.745 248383 FST SMITS, BETTY JO ETAL SMITS, SHANNON 108 HAZEL LNFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.746 248384 FST MARSH, ROBERT A ETAL MARSH, KARRI A 110 HAZEL LNFAIRHOPE AL3653205‐46‐05‐15‐0‐000‐003.747 248385 FST DOUWSMA, ROBERT J ETAL DOUWSMA, LIND 112 HAZEL LNFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.748 248386 FST PHELPS, STEPHEN E114 HAZEL LNFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.756 254692 FST MERRITT, MELODY E204 MARGARET DRFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.757 254693 FST DUCKETT, ALLEN G ETAL DUCKETT, DONNA206 MARGARET DRFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.758 254694 FST QIU, GENG ETAL HUANG, SAILAN208 MARGARET DRFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.759 254695 FST QIU, QING ETAL XIANG, YINGXIAN210 MARGARET DRFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.760 254696 FST KENNINGTON, SPERGEON ALBERT ETAL KEN 212 MARGARET DRIVEFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.761 254697 FST HUFF, WILLIAM H ETUX GLENDA WP O BOX 91715MOBILEAL 3669105‐46‐05‐15‐0‐000‐003.762 254698 FST KEELING, LEONARD JACKSON III216 MARGARET DRFAIRHOPE AL 3653205‐46‐05‐15‐0‐000‐003.763 254699 FST JACKSON PLACE PROPERTY OWNER'S ASSOC P O BOX 729FAIRHOPE AL 3653305‐46‐05‐22‐0‐000‐001.689 248182 FST MOOREHAVEN VILLAGE CONDO (MASTERCARD05‐46‐05‐22‐0‐000‐001.695 262315 FST MASON, DON E ETUX BARBARA G5 COLONEL WINK DRGULFPORT MS 39507 VIA E-MAIL ATTACHMENT Are there any natural features present on the site. If so, they should be illustrated on the plan. Will the proposed development have any impact on the natural resources? If so, what are the steps being taken to mitigate the impact? 6. Compliance with other laws and regulations of the City: How does the proposed rezoning comply with other laws and regulations of the City? Please explain. 7. Compliance with other applicable laws and regulations of other jurisdictions: How does the project meet other applicable laws and regulations of other jurisdictions? Please explain. 8. Impacts on adjacent property including noise, traffic visible intrusions, potential physical impacts, and property values: How will this rezoning potentially impact adjacent properties? Please explain. 9. Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values: How will this rezoning potentially impact adjacent neighborhoods? Please explain. The virtual DRC meeting is Thursday April 8, 2021 at 9:30AM. You should have a received an email notifying you about how to access the meeting. Please contact me if you have not received this information with the link to join the meeting. The application is scheduled for Planning Commission consideration on Monday, May 3, 2021. A response to this letter addressing all outstanding items is required no later than 9:00 AM on Thursday April 15, 2021. If the deadline passes with no response, the application will be withheld from the agenda due to an incomplete application. Please provide eight (8) copies of the revised plans in l lxl 7 format as well as Adobe pdf format on a compact disc as more fully described in the checklist summary above Please feel free to contact me at (251) 928-8003 with questions. Respectfully, J~~~~~q~ City Planner City of Fairhope 1 Date of review: April 6, 2021 Project: ZC 21.07 Hwy 181 R-A to B-4 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. Zoning Map Amendment Review Requirements from the City of Fairhope Zoning Ordinance Article II, Section C.1.e.(1) Zoning Map Amendment Criteria – Compliance with the Comprehensive Plan. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Please clarify how the proposed project meets the Comprehensive Plan guidance. Article II, Section C.1.e.(2) Zoning Map Amendment Criteria – Compliance with the standards, goals, and intent of the City of Fairhope Zoning Ordinance ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Please clarify how the proposed project meets the standards, goals, and intent of the Zoning Ordinance. Article II, Section C.1.e.(3) Zoning Map Amendment Criteria – The Character of the surrounding property, including any pending development activity. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Provide explanation regarding how the project is consistent with the surrounding properties. Article II, Section C.1.e.(4) Zoning Map Amendment Criteria – Adequacy of public infrastructure to support the proposed development ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Provide information explanation what type of public infrastructure is proposed, particularly with regards to sewer. Verify that there is adequate public infrastructure to support the proposed development. Article II, Section C.1.e.(5) Zoning Map Amendment Criteria – Impacts on natural resources, including existing conditions and ongoing post-development conditions ☒N/A ☐Accepted ☒Revise and Resubmit per comments Comments: Are there any natural features present on the site? If so, they should be illustrated on the site plan. Will the proposed development have any impact on the natural resources? Article II, Section C.1.e.(6) Zoning Map Amendment Criteria – Compliance with other laws and regulations of the City of Fairhope. ☐N/A ☐Accepted ☒Revise and Resubmit per comments I I I I I I I I I I I I 2 Comments: How does the proposed rezoning comply with other laws and regulations of the City? Please explain. Article II, Section C.1.e.(7) Zoning Map Amendment Criteria – Compliance with other laws and regulations of other jurisdictions. ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: How does the project meet other applicable laws and regulations of other jurisdictions? Please explain. Article II, Section C.1.e.(8) Zoning Map Amendment Criteria – Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: How will this rezoning potentially impact adjacent properties? Please explain. Article II, Section C.1.e.(9) Zoning Map Amendment Criteria – Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values ☐N/A ☐Accepted ☒Revise and Resubmit per comments Comments: How will this rezoning potentially impact adjacent neighborhood? Please explain. Zoning Map Amendment Requesting Planned Unit Development (PUD) Zoning District *Please disregard the following section of the checklist as it is unrelated to the subject application.* In addition to the general criteria for zoning map amendments, a map amendment to the PUD district shall include review of the following conditions for compliance with the goals and intent of the Comprehensive Plan and this ordinance. Article V, Section A.5.a. – Setbacks for building structures ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.b. – Public street access ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.c. – Vehicular traffic, circulation, connections, and parking ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.c. – Vehicular traffic, circulation, connections, and parking ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: I I I I I I I I I I I I I I 3 Article V, Section A.5.d. – Screening or buffer zones ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.e. – Hours of operation ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.f. – Activities or uses permitted on the property ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.g. – Building or structure heights ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.h. – Landscaping ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.i. – Maximum lot coverage, impervious percentages ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.j. – Pedestrian Circulation ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.k. – Signage ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.l. – Mitigation of noise, fumes, odors, vibration, or airborne particles ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.m. – Exterior Lighting ☐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 I I 4 Article V, Section A.5.n. – Exterior construction materials ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.o. – Special fire protection requirements (as applicable) ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.p. – Outside storage and display of merchandise ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.q. – Refuse and waste storage ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.r. – Lot size and dimensions ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.s. – Accessory buildings ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.t. – Drainage ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Article V, Section A.5.u. – Other information shown on the applicant’s site plan (review comments will be included in this section) ☐N/A ☐Accepted ☐Revise and Resubmit per comments Comments: Completed by: Samara J. Walley Date: 04/06/21 I I I I I I I I I I I I I I I I 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 April 12, 2021 Samara J. Walley, MCP City Planner City of Fairhope PO Drawer 429 Fairhope, AL 36533 Re: ZC 21.07 - Windmill Rd and Hwy 181 Re-zone Dear Samara: We received your comments on the above requested rezoning and have the following responses: 1. Compliance with the Comprehensive Plan: Please clarify how the proposed project meets the Comprehensive Plan guidance. Response: Commercial development along State Highway 181 is inevitable. We the continued expansion of the road to a four-lane highway, residential properties fronting State Highway 181 are not compatible. The majority of the properties in the area fronting 181 have been converted to business. The current Comprehensive Plan supports a village concept, with village cores containing the highest intensity of business uses. The nearest core is located at the intersection of Fairhope Avenue and State Highway 181. The subject does not fall within the core and since less intensive uses are to radiate outward, we are requesting a B-4 zoning versus B-2, which is commentary to the adjacent zonings. 2. Compliance with the standards, goals, and intent of the City of Fairhope Zoning Ordinance: Please clarify how the proposed project meets the standards, goals, and intent of the Zoning Ordinance. Response: The property is currently zoned R-A Residential Agriculture District. The subject property is wooded and does not appear to have been utilized for agricultural purposes. Within the zoning ordinances description of the R-A district, it states “This district may also be used as a “holding zone” for future development in accordance with the comprehensive plan, when future conditions allow for efficient expansion of urban areas”. The adjacent properties along State Highway 181 are either zoned B-4 and have office uses, or are unzoned and have businesses. This is a natural expansion of the business corridor. 3. The character of the surrounding property, including any pending development activity: Provide explanation regarding how the project is consistent with the surrounding properties. Response: The property to the south is zoned B-4 and has professional offices being built on it. The next property to the south is zoned PUD and also has professional offices on it. The property to the north is zoned R-1 and has a residence on it. If the property is rezoned, 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 a buffer will be required adjacent to the residential properties. There are two properties across the street. Both are zoned R-2. One has a residence, the other has a professional office space in it. The next parcel south is un-zoned and contains a restaurant. To the west, the property is zoned PUD and has residences. If the property is rezoned, a buffer will be required. The area in the vicinity of the intersection of Windmill Road and State Highway 181 has been moving to a business/office use. This rezoning would be consistent with the recent changes in this area. 4. Adequacy of public infrastructure to support the proposed development: Please provide information explaining what type of public infrastructure is proposed, particularly with regards to sewer. Verify that there is adequate public infrastructure to support the proposed development. Response: This parcel has access to both State Highway 181 and Windmill Road. There are existing water and sewer lines along Windmill Road that can service this parcel. 5. Impacts on Natural Resources, including existing conditions and ongoing development conditions: Are there any natural features present on the site. If so, they should be illustrated on the plan. Will the proposed development have any impact on the natural resources? If so, what are the steps being taken to mitigate the impact? Response: There are no known natural features present on the site. The owner of the property does not have plans for construction at this time. 6. Compliance with other laws and regulations of the City: How does the proposed rezoning comply with other laws and regulations of the City? Please explain. Response: At the time of development, all applicable laws of the City will be applied. If granted, “Uses Permitted subject to general ordinance standards and conditions” will be allowed “by right”. “Uses Permitted subject to special conditions listed in the ordinance” or “Uses Permitted only on appeal and subject to special conditions” may be subject to additional approval. 7. Compliance with other applicable laws and regulations of other jurisdictions: How does the project meet other applicable laws and regulations of other jurisdictions? Please explain. 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: How will this rezoning potentially impact adjacent properties? Please explain. Response: At this time there are no plans for development, so specific impacts can not be determined. When the project is developed, various impacts may be present and mitigation will be needed and should be reviewed by the planning department. Such items may include compliance with landscaping requirements (buffering) and other ordinances depending on the type of development. 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 9. Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values: How will this rezoning potentially impact adjacent neighborhoods? Please explain. Response: At this time there are no plans for development. When the site is developed in accordance with the allowed uses per the zoning ordinance, buffering will be required adjacent to the residential uses. These buffers will mitigate any noise or visible intrusions. The traffic from this development will not be directed through residential neighborhoods, therefore impacts to the neighborhood’s traffic are not anticipated. If you have any questions, please let me know. Sincerely, Larry Smith, PE larry@secivil.pro GAYFER RD EXTJUBILEETR N INGLESIDE STOLIVE AV JEFF DAVIS STBLUE ISLAND AVMEADO WBROOKDRDYER RD EVE R GREENSTGREENO RD NEDWARDS AV MAJESTICBEAUTY AVMAPLE STTULIPTERPLANTATI ON BLVD MARCACT EZELLLNBISHOP RDROLLING OAKS DRESTELLA ST VOLANTA AV JASMINE AVHOYLE AV SIMON STWESTLEY STPATRICIAN STLEE STHOMEST EADVILLAGES ROLLI NG O AKS DR GRANT'SWAY COUNTY RD 13CEDAR AV GREENWOOD AV LINCOLN STMOSLEY RDSARGETURN E R RDHOLLYDR AUD UBONPLCity of FairhopePlanning Commission May 3, 2021 ¯ DYER RD P ORCHPL ACEWAYSOUTHWOOD CT GARDEN CIR EZELL LNBISHOP RDROLLING OAKS DRZC 21.08 - Baytown PUD Legend COF Corp. Limits B-1 - Local Shopping District B-2 - General Business District B-4 - Business and Professional District PUD - Planned Unit Development R-1 - Low Density Single-Family R-2 - Medium Density Single-Family R-3 - High Density Single-Family R-4 - Low Density Multi-Family R-5 - High Density Dwelling Residential COF Planning Jurisdiction ¯ ¯ ^ Project Name: Baytown PUDSite Data: 16.56 AcresProject Type: Planned Unit Development (PUD)Jurisdiction: Fairhope Planning JurisdictionZoning District: Unzoned/Conditional AnnexationPPIN Number: 24268 and 271784General Location: Southwest corner of Dyer Rd and Bishop RdSurveyor of Record: David Diehl, SE CivilEngineer of Record: SE CivilOwner / Developer: Carolyn Koch as Trustee/Stoic Equity PartnersSchool District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Deny Prepared by: Hunter Simmons Page 4 of 6 APPLICATION FOR ZONING DISTRICT CHANGE Property Owner / Leaseholder Information Name: ____________________________ Phone Number: ________________________ Street Address: _____________________________________________________________ City: __________________________ State: ________ Zip: _____________________ Applicant / Agent Information If different from above. Notarized letter from property owner is required if an agent is used for representation. Name: ____________________________ Phone Number: _______________________ Street Address: ____________________________________________________________ City: ________________________ State: ________ Zip: _____________________ Property Map Attached YES NO Metes and Bounds Description Attached YES NO Names and Address of all Real Property Owners within 300 Feet of Above Described Property Attached. YES NO Zoning Fee Calculation: Reference: Ordinance 1269 I certify that I am the property owner/leaseholder of the above described property and hereby submit this application to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this application. ___________________________________________ ___________________________________________ Property Owner/Leaseholder Printed Name Signature ___________________________________________ ___________________________________________ Date Fairhope Single Tax Corp. (If Applicable) Current Zoning of Property: _______________________________________________ Proposed Zoning/Use of the Property: _____________________________________ Property Address: _________________________________________________________ Parcel Number: ___________________________________________________________ Property Legal Description: ________________________________________________ Reason for Zoning Change: ________________________________________________ ____________________________________________________________________________ Character of Improvements to the Property and Approximate Construction Date: _____________ ____________________________________________________________________________________________ ____________________________________________________________________________________________ 1 ZC 21.08 Baytown PUD – May 3, 2021 Figure 1: Baytown PUD Site Plan Summary of Request: The applicant is seeking conditional annexation with initial zoning to Planned Unit Development (PUD) for a proposed townhome residential development. The subject property is located at the southwest corner of Dyer Rd and Bishop Rd. As proposed, it will consist of 162 townhomes on 16.56 acres for a density of 9.78 units per acre. The full concept plan is included as attachment, as well as an abridged version of the Master Development Plan. The subject property is currently outside Fairhope Corporate Limits and un-zoned within the Fairhope ETJ. The subject property is surrounded by a mix of zoned and un-zoned property. It is bordered to the east by R-2 Single-Family Residential and the Fairhope Assembly of God Church; to the south by single-family residential, both zoned R-1 Single-Family and un-zoned; and to the east by R-2 Single-Family Residential and R-4 Low density Multi-Family. The Auburn Extension Center lies across Dyer Rd to the north. --==~·"-_-a;;,.::1iP .. -.. , "'"""'""' --•-··----~-re:.......::-- 2 ZC 21.08 Baytown PUD – May 3, 2021 Each townhome will consist of an individual lot and be privately owned. The common areas will be solely for the use of Baytown residents and be maintained by the Homeowners Association. Typical lots in Baytown will be 1,400 square feet. Minimum lot with will be 20’ wide. Building setbacks will be 20’ on the front, with no setbacks for the rear and sides. A typical lot is shown in Figure 2 below. Greenspace and Amenities The site will have 4.67 acres of greenspace, or 28% of the total site as shown on included Land Use Plan. The main amenity for Baytown will be the centralized pool and cabana with parking. The Cabana includes restrooms, equipment storage, and a covered area for group gatherings. Pedestrian Circulation Sidewalks are proposed on Dyer Rd and Bishop Rd, as well as on both sides of the internal road and throughout the central open space. Pedestrian circulation can be seen in full on the included Pedestrian Plan. Perimeter sidewalks are shown within the ROWs. All walkways are a minimum of 5’ wide and constructed of concrete. Utilities Water, Sewer, Electric and Gas Service will be provided by the City of Fairhope. AT&T will provide telecommunications. Lighting Streetlights will be standard Acorn style lights, 18 feet high, at a maximum of 300 foot spacing along sidewalks. Fencing No fencing is proposed, except around pool area and dog park. A short fence will be installed between units in the rear to screen patios. Individual townhome owners will not be allowed to install additional fencing around their units. Townhomes Maximum building height will be 30’. Exterior materials will consist of brick, hardie board, wood and vinyl eaves. Driveways will be concrete. Each of the 162 townhomes will have a minimum of 1200 square feet of heated and cooled living space and a single car garage. Figure 2 20' I '- I ", I " I I -I ~I 1400 SF " I , " I I I l t.==l==J-1- 3 ZC 21.08 Baytown PUD – May 3, 2021 Architectural Plans are included for the 4-unit townhome buildings, as well as the 6-unit townhome buildings. Each unit contains a 5’x12’ rear patio open to common area. Streets Two entrances are proposed, one from Dyer Rd and one from Bishop Rd. Internal roads are 40’ private drives. An ingress/egress and utility easement is provided within the 40’ private drive. Road lot layouts are illustrated on the included Dimensional Plan. Landscape According to the Tree Preservation and Removal Plan all 41 existing trees on site will be removed. Proposed landscape plans are included and include general guidelines for future planning areas, including new perimeter trees and intermittent trees along the internal streets. Comments: Compliance with the Comprehensive Plan: Staff agrees with the applicant that the comprehensive plan envisions the subject property developed as residential as shown in Figure 4. In general, denser developments are more appropriate near the village or commercial nodes. To that end, Staff utilizes a consistent method for density analysis that reviews the existing use of property within ¼ mile of the subject property. The Auburn Extension property was not included in the density analysis due to its unique use. Staff determined an appropriate density for the subject property at 5.52 Units/Acre, which closely aligns with the applicants own analysis of 5.23 Units/Acres. The applicant did provide a selective analysis of comparable nearby Figure 3: Architectural rendering of proposed townhomes. Figure 4 4 ZC 21.08 Baytown PUD – May 3, 2021 developments and provided a “cumulative average density of nearby comparative sites” of 10.57 Units/Acres. Staff does not agree with this method of analysis as there is not a consistent methodology. Staff does acknowledge that the property is currently un-zoned, and as such could be developed as an un-zoned MOP. The number of units allowed as an MOP is unknown, but we estimate it would less than the number of units currently proposed. With all things considered, Staff could support a density higher than 5.52 Units/Acre but feel 9.78 Units/Acre is too high and hinders the ability to create an asset to the community. Compliance with the standards, goals, and intent of this ordinance; The Fairhope Zoning Ordinance contemplates townhome development and provides guidelines in both Table 3-2: Dimension Table and Article III, Section D. Special Conditions for Uses. R-3 TH, High-density Single-Family Townhouse Residential District is intended to provide areas exclusively for the development of townhouses on a high-density basis where no side yard is required. Staff requested the applicant to compare the requirements of R-3 TH with those proposed within the Baytown PUD. In response, the applicant acknowledges the Baytown PUD has very little in common with the R3-TH zoning, which is why PUD was requested as a condition of annexation. A comparison of the dimensional requirements for R-3 TH and those proposed for the Baytown PUD were prepared by Staff and are included in Figure 5. The proposed dimensional requirements appear to focus on increasing the number of units. Staff does not feel there is anything innovative about the proposal and is especially concerned about the requirement of no rear setbacks. In many cases on the proposed plan, rear entries of individual units are 20 feet from the property line. In addition, the Special Conditions for Uses section for Townhouses include, in summary, the following guidelines not included within the Baytown PUD: • Ensure location and design standards compatible with surrounding property. • Each townhouse shall have its own rear yard containing not less than 400 square feet. • Vehicle access shall be rear-loaded by alleys or an internal drive aisle. Staff requested the applicant add rear yards for each unit, as opposed to the 5’x12’ patio. In response, the applicant replied, as …”this R-3 TH requirement is in contrast with our state goals. No private fences or structure or fences will be allowed behind each unit, except for a short fence to act as a screen between each back porch. This gives the open space areas a more open and community feel.” While Staff understands some units exit onto open common space, others, such as those shown in Figure 6 are 20’ or less from adjacent properties with no fencing or access to pedestrian walkways. Staff feels a more defined rear yard would provide occupants with individual space and would not prevent a community feel. On the contrary, pedestrian access to rear yards as connections to individual spaces would provide a network where inhabitants can interact with their neighbors, while allowing some individual character. Figure 5 R3-TH Baytown Min . lot Area 2400 1400 Min . lot Width 24 ' 20' Front Setback 20' 20' Rear Setback 35 ' 0' Side Setback 0' 0' Max Total lot Coverage 45% 7 0% Max Height 30' 30' 5 ZC 21.08 Baytown PUD – May 3, 2021 Figure 6 Staff could support an alternate to rear- loaded parking in lieu of a pedestrian connection to rear yards as shown in but one example on the plan in Figure 7. The character of the surrounding property, including any pending development activity; Other than the perimeter trees spaced every 30 feet, no other screen or buffer is providing to abutting property. Staff would prefer to see a screen or buffer along the perimeters not fronting a public street. Figure 7 m 6 ZC 21.08 Baytown PUD – May 3, 2021 Adequacy of public infrastructure to support the proposed development; Water and Electricty are available at the site. Gas could be available if provided to all townhomes. Sewer is available across Bishop Rd, but will pose challenges to access. The developer may incur additional costs to connect to Fairhope sewer, which could be resolved during a future review process. Impacts on natural resources, including existing conditions and ongoing post-development conditions; Wetland Sciences determined there are no jurisdictional wetlands on the subject property. Compliance with other laws and regulations of the City; At the time of development all applicable laws of the City will be applied. Compliance with other applicable laws and regulations of other jurisdictions; At the time of development all applicable laws will be applied. Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values. A traffic study was not provided, but may be required during a future review stage. Staff Recommendation: Staff recommends Case # ZC 21.08 Baytown Planned Unit Development (PUD) be Denied. DYER RD 80 FT. R/W BISHOPRD.60 FT. R/WPORCHPLACE SUB.SLIDE 1990-BLADNIER PRO P E R T I E S S U B SLIDE 2429-CEZELL LANE60 FT. R/W(NOT OPEN)ROLLINGOAKSSOUTHSLIDE1122-BMEADOWBROOKUNIT I & IIMB11PG81GARDEN CIR. 05-46-02-09-0-000-011.001 PPIN 24269 KOCH, DEAN G 20401 CO RD 49 SILVERHILL, AL 36576 INSTRUMENT NO.1747317 (UNZONED) 5-46-02-09-0-000-014.000 PPIN: 77258 CREEL, RYAN ETAL BOOTHE, VINCENT A P O BOX 175 MONTROSE, AL 36559 INSTRUMENT NO. 1744995 (UNZONED) 05-46-02-09-0-000-013.000 PPIN: 13818 TALLAWAMPA PROPERTIES L L C P O BOX 384 FAIRHOPE, AL 36533 INSTRUMENT NO. 526211 (UNZONED) 05-46-02-09-0-000-012.001 PPIN: 5826 SPLIT ROCK LLC P O BOX 529 FAIRHOPE AL 36532 INSTRUMENT NO. 1082505 (UNZONED) LOT #1 05-46-02-09-0-000-012.000 PIN: 33770 LADNIER PROPERTIES L L C 601 MAGNOLIA AVE DAPHNE AL 36526 INSTRUMENT NO. 1093893 (R-1) LOT #6 05-46-02-09-0-000-016.007 PPIN: 633 EAST BAY PROPERTY L L C ADDRESS: P O BOX 4 FAIRHOPE AL 36533 INSTRUMENT NO. 1736770 (R-4) 05-46-02-09-0-000-015.000 PPIN: 2500 BALDWIN, RICHARD ETUX TAMARA 105 HOMESTEAD VLG #4 FAIRHOPE AL 36532 INSTRUMENT NO. 1172530 (UNZONED) LOT #5 05-46-02-09-0-000-016.006 PPIN: 68160 TIMKO, JOHN III 2901 VIA VIEJAS OESTE IRVINE CA 91901 INSTRUMENT NO. 1736773 (R-4) LOT #18 05-46-02-09-0-000-018.018 PPIN: 83967 STONE, BETTY MERRITT TRUSTEE OF THE FAMILY P O BOX 455 FAIRHOPE AL 36533 INSTRUMENT NO. 1315184 (R-2) LOT #19 05-46-02-09-0-000-018.019 PPIN: 83968 STONE, BETTY MERRITT TRUSTEE OF THE FAMILY P O BOX 455 FAIRHOPE AL 36533 INSTRUMENT NO. 1315184 (R-2) LOT #1 05-46-02-09-0-000-016.002 PPIN: 78120 CLEARMONT TERRACE CONDO (MASTERCARD) RP 207 PG 139 (R-4) 05-46-02-09-0-000-010.000 PPIN: 12688 RAMAGE, DEBORAH E 15292 FACKLER RD LOXLEY AL 36551 INSTRUMENT NO. 0628388 (UNZONED) 05 46 02 09 0 000 001.003 PPIN: 210903 ALA POLYTECHNIC INSTITUTE C/O DON LARGE JR VICE PRES AUBURN AL 36830 DB 186, PG 277 (R-1) 05-46-02-09-0-000-009.000 PPIN: 50796 FAIRHOPE ASSEMLY OF GOD CHURCH INC 8180 DYER RD FAIRHOPE AL 36532 DB 485, PG 487 (UNZONED) LOT #5 05-46-02-09-0-000-008.006 PPIN: 238487 GOW, MARCELYN DELORES 7 PORCH PLACE WAY FAIRHOPE AL 36532 INSTRUMENT NO. 1293678 (R-2) LOT #4 05-46-02-09-0-000-008.005 PPIN: 238486 GLOVER, JOHN LEROY ETAL GLOVER, JENNIFER 8 PORCH PLACE WAY FAIRHOPE AL 36532 INSTRUMENT NO. 1419821 (R-2) COMMON AREA #3 05-46-02-09-0-000-008.004 PPIN: 238485 PORCHPLACE L L C P O BOX 1942 FAIRHOPE AL 36533 INSTRUMENT NO. 0531789 (R-2) 05-46-02-09-0-000-019.000 PPIN: 13766 FOLEY, TOWN OF D/B/A RIVERA UT FOLEY AL 36536 DB 0146 PG 481 (UNZONED) N89°55'39"W 234.16'(R)SOUTH208.83'(R)SOUTH 208.53'(R)WEST 234.16'(R) 357.76'(R)137.76'(R)220.03'(R) 64.37'(R)SOUTH414.28'(R)SOUTH 40.0'(R) WEST 30.0'(R) 358.21'137.84'220.15' S89°45'16"E 1085.25'N00°04'19"E188.60'S89°45'16"E 208.60' N89°52'22"E 1058.38'S00°11'59"W208.59'N89°45'16"W 208.60'S00°04'19"W188.60'N89°48'34"W 234.16'S00°10'35"W208.81'N89°45'18"W 234.25'64.29' 298.53'(A&R)20'20'208.60'(A&R)208.60'(A&R)N00°06'55"E441.22'THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 2 EAST.S00°11'23"W414.28'S00°11'31"W 40.00' 30.00'N89°45'16"W 1/2"CRS (SE CIVIL) 1/2"CRS (SE CIVIL) 1/2"CRS (SE CIVIL) 1/2"RBF 1"CTIF 1"CTIF MAG NAIL FD. 1/2"RBF 1.07' NORTH 1/2"RBF 1/2"RBF 1/2"RBF1/2"CRF (ILLEGIBLE) 1/2"RBF 1/2"OEPF 1/2"OEPF 1 FT. SOUTH 1/2"RBF 1/2"OEPF 1/2"OEPF 1.5' SOUTH1/2"OEPF 2.8' SOUTH 1/4"OEPF 1 FT. SOUTH 1/2"OEPF & 5/8CRF 1.9' SOUTH 1/2"CRF (GARSED)1/2"CRF (ILLEGIBLE) P.O.C. P.O.B.DHY WV T 36" CMP 30" RCP 18"X29" CMP 18"CPP12 0 1 2 1 12 2 1 2 3 122 123 12112212311 9 120 121 122 11 6117118 119 120 1211 2 2 111 112 113 114115 120121108109108109110111112113114115116 117 118 11611711 8119120 114115116117118119120 114115116117118119 121122 11617105106107 108 123 38"42"24" 24" 24"24" 26" 32" 28" 36"30" 24" 30" 30" 24" 36" 30" 24" 24" 22" 20" 20" 24" 20" 36"30" 28" 24" 36" 48" 20"20"20" 20" 24"26" 20" 20" 20" 22" 36" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 313233343536373839404142434445464748 49 50 51 52 53 54 55 56 57 58 59 60616263 64656667 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142 143 144 145 146 147 148 14 9 150 15 1 152 15 3 154 155 156 157 158 159 160 161 162 POO L C A B A N A POO L Open Play Park Play Park Dog 40 FT . P R I V A T E INGRESS/E G R E S S & UTILITY EASEMENT 40 FT. PRIVATE INGRESS/EGRESS & UTILITY EASEMENT58 FT. PRIVATEINGRESS/EGRESS& UTILITY EASEMENTSpeed Bump 3 WayStop Spe e d B u m p Speed Bump N 0 25 50 100 50 SCALE Sheet 1 of 5 BAYTOWN A Planned Unit Development Concept Plan Civil (251) 990-6566 880 HOLCOMB BLVDFAIRHOPE, AL 36532 Engineering & Surveying Greenspace Req'd. Greenspace (Lake) (30%) Total Greenspace 25% 0.39 Ac. 4.67 Ac. (28%) Greenspace Summary 162 Units / 7.58 Ac.21.3 U/Ac Area for G.S. Calculation 7.58 Ac. Less R/W, Lots, Ponds -8.98 Ac. Total Site Area 16.56 Ac. Greenspace Open 4.28 Ac. OWNER DEVELOPER: PARCEL NOs: 05-46-02-09-0-000-011.000 05-46-02-09-0-000-011.002 70% 1,200 SF 30 FT 1,406 SF NONE 162 2,611 LF CITY OF FAIRHOPE CITY OF FAIRHOPE CITY OF FAIRHOPE AT&T 16.56 AC. 1,493 SF 1,400 SF 20 FEET 0 FEET 0 FT N/A REQUIRED SETBACKS: ELECTRIC SERVICE: TELEPHONE SERVICE: TOWNHOME LOTS: LIN. FT. STREETS: CURRENT ZONING: REAR: WATER SERVICE: SEWER SERVICE: SIDE STREET: FRONT: TOTAL AREA: COMMON AREAS: LARGEST LOT: SMALLEST LOT: SITE DATA AVG LOT: MAX BLDG HEIGHT: MAX COVERAGE: MIN. LIVING AREA: (PRINCIPAL STRUCT) P.U.D.PROPOSED ZONING: 1,400 SFMINIMUM LOT: 9.78 / AC.DENSITY: 8.87 AC (54%) SIDE: CAROLYN GILL KOCH, AS TRUSTEE OF THE DEAN GEORGE KOCH REVOCABLE TRUST AGREEMENT 20401 CO RD. 49 SILVERHILL, AL. 36576 STOIC EQUITY PARTNERS, LLC 19940 STATE HWY 181, UNIT C FAIRHOPE, AL. 36532 Rights-of Ways Platted Lots Greenspace (Open) Greenspace (Lake) Remaining Open Space Total Area 2.46 Ac. 5.23 Ac. 4.28 Ac. 1.29 Ac. 3.30 Ac. 16.56 Ac. Land Use Summary =---=----~ ~ ~-~ ____::_-_--:=_-----==:_~lllf~~Y~~~~~rH,:-~_~'mf~[M!_:~~;_;:.,:llll'-~~~~~tw--=-=-rw°---=-==~-liU'== _ ~-=-=-~-:='==i_w-~-tH'~M~=!H'~~ri!' ~~-~----c-c-::-Di:-=--=--=-~¾l'_~-rH'-·~alf'---=-:-:-:-_~---Off'- I I Baytown  A Planned Unit Development MASTER DEVELOPMENT PLAN  Developed by:  STOIC EQUITY PARTNERS, LLC  19940 STATE HWY 181, UNIT  C FAIRHOPE, AL. 36532  PARCEL NOs:    05‐46‐02‐09‐0‐000‐011.000  05‐46‐02‐09‐0‐000‐011.002  ~l&Civil qj-, Engineering ' & Surveying ,_ •-----•-•-----•-•-•-•-•-•-•---------•-"'r-•-•-------•- --•f- ~:=-=-· -;::; i.     Site Map                  Overall Summary  Baytown is a proposed Townhome residential community located on the south side of Dyer Road the west side  of Bishop Road. It will consist of 162 Townhomes on 16.56 Acres for a density of 9.78 units per acre. Each  Townhome will consist of an Individual Lot with a 40 foot Private Ingress/Egress and Utility Easement looping  through the development for access to each unit.         Legal Description    COMMENCE AT A MAG NAIL IN ASPHALT AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE  SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 2 EAST, AND RUN THENCE SOUTH 00  DEGREES 11 MINUTES 31 SECONDS WEST, A DISTANCE OF 40.00 FEET; THENCE RUN NORTH 89 DEGREES 45  MINUTES 16 SECONDS WEST, A DISTANCE OF 30.00 FEET TO A CAPPED REBAR (ILLEGIBLE) AT THE  INTERSECTION OF THE SOUTH RIGHT‐OF‐WAY OF DYER ROAD AND THE WEST RIGHT‐OF‐WAY OF BISHOP  ROAD FOR THE POINT OF BEGINNING; THENCE RUN SOUTH 00 DEGREES 11 MINUTES 23 SECONDS WEST,  ALONG THE WEST RIGHT‐OF‐WAY OF BISHOP ROAD, A DISTANCE OF 414.28 FEET TO A REBAR (NO CAP);  THENCE DEPARTING SAID WEST RIGHT‐OF‐WAY, RUN NORTH 89 DEGREES 48 MINUTES 34 SECONDS WEST, A  DISTANCE OF 234.16 FEET TO A CAPPED REBAR (ILLEGIBLE); THENCE RUN SOUTH 00 DEGREES 11 MINUTES 59  SECONDS WEST, A DISTANCE OF 208.59 FEET TO A REBAR (NO CAP); THENCE RUN SOUTH 89 DEGREES 52  MINUTES 53 SECONDS WEST, A DISTANCE OF 1058.71 FEET TO A CRIMP TOP IRON PIPE ON THE EAST RIGHT‐ OF‐WAY OF EZELL LANE (NOT OPEN OR IN USE); THENCE RUN NORTH 00 DEGREES 06 MINUTES 55 SECONDS  EAST, ALONG SAID EAST RIGHT‐OF‐WAY, A DISTANCE OF 441.22 FEET TO A CAPPED REBAR (SE CIVIL); THENCE  RUN SOUTH 89 DEGREES 45 MINUTES 16 SECONDS EAST, A DISTANCE OF 208.60 FEET TO A CAPPED REBAR (SE  CIVIL); THENCE RUN NORTH 00 DEGREES 04 MINUTES 19 SECONDS EAST, A DISTANCE OF 188.60 FEET TO A  CAPPED REBAR (SE CIVIL) ON THE AFOREMENTIONED SOUTH RIGHT‐OF‐WAY OF DYER ROAD; THENCE RUN  SOUTH 89 DEGREES 45 MINUTES 16 SECONDS EAST, ALONG SAID SOUTH RIGHT‐OF‐WAY, A DISTANCE OF  1085.25 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 16.56 ACRES, MORE OR LESS.      Ownership/Developer    The property is currently owned by:  Carolyn Gill Koch, as trustee of the Dean   George Koch Revocable Trust Agreement  20401 Co Rd. 49  Silverhill, AL. 36576      The property is being developed by:  Stoic Equity Partners, LLC   19940 State Hwy 181, Unit C   Fairhope, AL. 36532      The property will be conveyed to developer upon approval of Preliminary Plat and Plans.     Neighborhood  Character    Within one‐quarter mile of Baytown you will find the following uses: Single Family Residential, Multi‐Family  Residential, Duplexes, Senior Living, and a range of commercial uses including Starz Learning Academy, Hair  Studio, a Salon, Wedding & Event Planning, Photography, Financial Planning, several Attorney’s Offices, and a  Bank.  Within a half mile there are several more Apartments, Assisted Living, 2 Professional Parks, and an  Elementary School. The proposed Townhome development proposed with our Baytown plan is a suitable use  considering these surrounding uses.    Land Use Map                      Arbor Gates  Gayfer Avenue and Greeno Rd                      The Palladian at Fairhope  Gayfer Rd Ext                          Meadowbrook Multifamily                  Meadowbrook Multifamily (cont)                  Meadowbrook Multifamily (cont)                  Country Place Senior Living  Gayfer Rd Ext          Celebration Church  Dyer Rd      Auburn Extension Property  Dyer Rd        Residence at Northwest Corner of Site  Dyer Rd      Residence at Southeast Corner of Site  Bishop Rd.          Multifamily Residence Southeast of Site  Bishop Rd        -------------..____ ·----- Starz Early Learning Academy  Gayfer Rd Ext        Hair Designs by Ann Rabon  Gayfer Rd Ext      Scott Whitney Salon  Gayfer Rd Ext        Multiple Professional Offices  Gayfer Rd Ext    Relative Density  BRETT M . ANDERSON /\TTOf?NLY /\.T L/\W JEFFREYMJ\TTHEWS ,--'< 'l.r« l {,< ~Uf JANEL GAY PHOTor f?rd'HY LLC MICHJ\EL A. PYLJ\NT /\rTOf1NLY /\T LJ\W WED WITH STYLE, LLC ','\, I ' ,,. ! • 1 f •   The proposed Baytown has a density of 9.78 units per acre. If we include the nearby single‐family neighborhoods  and apartments in the area, we find an average neighborhood density of around 5.23 units per acre. However, our  proposed density is much less than the cumulative average density of nearby comparative sites such as Arbor  Gates, The Palladian at Fairhope, Graceway apartments, Ahep 310 III senior apartments, and Mannich  apartments, which comes to 10.57 units per acre. We feel that although our Townhomes will be sold as individual  lots, our density is in keeping with these more compatible communities.  See charts below.    Area Developments  Comparable Developments    Development Acreage Lots Density  Development Acreage Lots Density                          Rolling Oaks North 18 9 0.50  Meadowbrook MF 5.8 38 6.55  Rolling Oaks South 9.4 20 2.13                          Mannich Apts 0.4 8 20.00  Meadowbrook MF 5.8 38 6.55              Meadowbrook Sub 16.8 59 3.51  The Palladian Apts 10.3 62 6.02                          Mannich Apts 0.4 8 20.00  Arbor Gates 11.3 184 16.28                          The Palladian Apts 10.3 62 6.02  Graceway Apts 4.7 48 10.21                          Arbor Gates 11.3 184 16.28 Ahepa 310 III Apts 4.4 50 11.36                        Porch Place 4.3 7 1.63   Cumulative  Totals 36.9 390 10.57               Rosa Acres 17.4 53 3.05                Graceway Apts 4.7 48 10.21                Ahepa 310 III Apts 4.4 50 11.36                Cumulative  Totals 102.8 538 5.23                           Zoning    The districts in the area include R‐1 and R‐2 Single Family, R‐3 High density Single Family, R‐4 Multi Family, and R‐5  High Density Multi Family.  There are also several Planned Unit Development zones within one‐half mile of our  site, which include both multi‐family residential and commercial. In addition, in our immediate area, there are a  number of commercial uses and a multi‐family use, all which fall outside of the Corporate Limits of the City of  Fairhope, in Baldwin County’s District 14, which elected not to enact zoning.     Zoning Map            -.-- R-1 ,.......____, ~ ~ f--+--1 e p D Cl 1----' u R-1 B-2 B-2 SUBJEC PROPER PUD R-4 R-1 Comprehensive Plan  This property and the surrounding properties are recommended for Residential use by the “Preferred Land Use  Plan” as outlined in the 2015 Comprehensive Plan. Our residential development is in harmony with this  recommendation.        Comprehensive Plan            Development Timeline  Developer hopes to obtain approvals for Planned Unit Development, and Preliminary Plat by July 2021. With an  estimated construction completion time of 8 months, we anticipate build‐ready lots by March 2022. The  development will be constructed as a single phase. A two to three year build out is projected.     Utilities  Water, Sewer, Electric and Gas service will be provided by the City of Fairhope. AT&T will provide  telecommunications.           -- ---- Home Ownership  Homes will be privately owned. However, should an owner choose to lease their property, short term rentals of  less than 30 days are prohibited. Only residential use is permitted on each property. No commercial activities of  any kind whatsoever shall be conducted in any Home, any other building located on a Lot, or any portion of  any Lot; provided, however, that (a) an Owner may conduct a business entirely within his Home so long as (i)  such business uses only ten percent (10%) of the total square footage of such Home, (ii) such business does  not result in parking of additional vehicles on the Subdivision streets or Common Areas, (iii) such business is  secondary to the use of the Lot for residential purposes, (iv) such business shall not violate any applicable  zoning ordinances, and (v) such business does not create a nuisance or unreasonably interfere with any other  Owner, Home, or Lot, and (b) Builders shall have the right to use a House as a “model home” and to operate  a sales office from such model home with the prior written approval of the Architectural Review Committee.    Land Use   100% of the Townhome lots will be privately owned. The Common Areas will remain private and will be solely for  the use and enjoyment of the Baytown residents. Maintenance of the Common Areas shall be the responsibility of  the Home Owners Association. Streets will be constructed to City Standards and subject to approval and  inspection by the City, but will remain private.     Lots  Typical lots in Baytown will be 1,400 square feet, with the largest lot being 1,493 square feet. Minimum lot size  required will be 1,400 square feet and 20 feet wide at the front building setback. The average lot size is 1,406  square feet. Building setbacks will be 20 feet on front, with no building setbacks required for rear and sides.                 20' ' I "' I "' "' I "' I "' 1 1400 1 0 1 SF ( t-1 I "' I I I   Greenspace  The site will have 4.67 acres of greenspace, or 28% of total site. This exceeds the 25 % required based on  Greenspace Density Calculations as shown on our PUD plan. The total Common Area is 8.87 or 54% of  the total site.                                           ,>;,--;:;- IR•l) Overall Land Us e Summary Qual i fying Greens11ace Summa!'.Y t D Rights-of Ways 2.46Ac. -Greenspace (O pen ) 4.28 Ac. D Platted Lots 5.23 Ac. -Greens pa ce (Lake) (30%) 0 .39Ac. -Greenspace (Open) 4.28 Ac . BAYTOWN Tota l Greenspace 4.67 Ac. (28%) -Greenspace (Lake) 1.29 Ac. -Rema ining Open Space 3.30Ac. A. Pfa.nned Unit OcveJopment ct, ·'· Total Area 16.56Ac. Land Use Plan Amenities  The main amenity for Baytown will be the centralized pool and cabana with parking that you will view  immediately upon entering the development from Dyer Road. Cabana includes restrooms, equipment  storage and a covered area for group gatherings.                      Pedestrian Circulation  The other amenity in Baytown will be the walking trails and sidewalks. Sidewalks will be constructed on  both sides of all streets and through the central park area.               Lighting  Streetlights will be standard Acorn style lights, 18 feet high, at a maximum of 300 foot spacing along  sidewalks.     Accessory Structures / Equipment  Accessory structures will not be permitted on the Townhome Units.     Fencing  No fencing is proposed, except around Pool area and Dog Park. A short fence will be installed between  units in the rear to screen patios. Individual townhome owners will not be permitted to install additional  fencing around their units.                       ------------------------------·- '~ ----··-~- -;-~O) .,. tie V OpenPl.,y Qr.. 0 .., _Ji!~---------=!!~-- _,, ... , ·.:z;.:[f-: rl : " ' ' ' ' ' ' ' ' ' ' '   Townhomes                Townhomes  Maximum building height will be 30 feet as per standard City of Fairhope requirements. Exterior materials will  consist of brick, hardie board, wood and vinyl eaves. Driveways will be concrete. Each of the 162 Townhomes will  have a minimum of 1200 square feet of heated and cooled living space and a single car garage.         Parking  Parking will be provided for each townhome with construction. A minimum of 2 spaces shall be provided  for each townhome including driveways and garages.              EXHIBIT "A" DESCRIPTION OF THE UBDIVISION PROPERTY All property within the Baytown Subdivision as shown on the plat recorded in Slide __ in the Office of the Judge of Probate of Baldwin County , Alabama. A-1 1.64 AC DRY 0.38 AC (30% Pond) 1.84 AC 2.02 AC 0.21 AC 0.27 AC 0.15 AC 0.17 AC POO L C A B A N A POO L DYER RD 80 FT. R/W BISHOPRD.60 FT. R/WPORCHPLACE SUB.SLIDE 1990-BLADNIER PRO P E R T I E S S U B SLIDE 2429-CEZELL LANE60 FT. R/W(NOT OPEN)ROLLINGOAKSSOUTHSLIDE1122-BMEADOWBROOKUNIT I & IIMB11PG81GARDEN CIR. 05-46-02-09-0-000-011.001 PPIN 24269 KOCH, DEAN G 20401 CO RD 49 SILVERHILL, AL 36576 INSTRUMENT NO.1747317 (UNZONED) 5-46-02-09-0-000-014.000 PPIN: 77258 CREEL, RYAN ETAL BOOTHE, VINCENT A P O BOX 175 MONTROSE, AL 36559 INSTRUMENT NO. 1744995 (UNZONED) 05-46-02-09-0-000-013.000 PPIN: 13818 TALLAWAMPA PROPERTIES L L C P O BOX 384 FAIRHOPE, AL 36533 INSTRUMENT NO. 526211 (UNZONED) 05-46-02-09-0-000-012.001 PPIN: 5826 SPLIT ROCK LLC P O BOX 529 FAIRHOPE AL 36532 INSTRUMENT NO. 1082505 (UNZONED) LOT #1 05-46-02-09-0-000-012.000 PIN: 33770 LADNIER PROPERTIES L L C 601 MAGNOLIA AVE DAPHNE AL 36526 INSTRUMENT NO. 1093893 (R-1) LOT #6 05-46-02-09-0-000-016.007 PPIN: 633 EAST BAY PROPERTY L L C ADDRESS: P O BOX 4 FAIRHOPE AL 36533 INSTRUMENT NO. 1736770 (R-4) 05-46-02-09-0-000-015.000 PPIN: 2500 BALDWIN, RICHARD ETUX TAMARA 105 HOMESTEAD VLG #4 FAIRHOPE AL 36532 INSTRUMENT NO. 1172530 (UNZONED) LOT #5 05-46-02-09-0-000-016.006 PPIN: 68160 TIMKO, JOHN III 2901 VIA VIEJAS OESTE IRVINE CA 91901 INSTRUMENT NO. 1736773 (R-4) LOT #18 05-46-02-09-0-000-018.018 PPIN: 83967 STONE, BETTY MERRITT TRUSTEE OF THE FAMILY P O BOX 455 FAIRHOPE AL 36533 INSTRUMENT NO. 1315184 (R-2) LOT #19 05-46-02-09-0-000-018.019 PPIN: 83968 STONE, BETTY MERRITT TRUSTEE OF THE FAMILY P O BOX 455 FAIRHOPE AL 36533 INSTRUMENT NO. 1315184 (R-2) LOT #1 05-46-02-09-0-000-016.002 PPIN: 78120 CLEARMONT TERRACE CONDO (MASTERCARD) RP 207 PG 139 (R-4) 05-46-02-09-0-000-010.000 PPIN: 12688 RAMAGE, DEBORAH E 15292 FACKLER RD LOXLEY AL 36551 INSTRUMENT NO. 0628388 (UNZONED) 05-46-02-09-0-000-001.003 PPIN: 210903 ALA POLYTECHNIC INSTITUTE C/O DON LARGE JR VICE PRES AUBURN AL 36830 DB 186, PG 277 (R-1) 05-46-02-09-0-000-009.000 PPIN: 50796 FAIRHOPE ASSEMLY OF GOD CHURCH INC 8180 DYER RD FAIRHOPE AL 36532 DB 485, PG 487 (UNZONED) LOT #5 05-46-02-09-0-000-008.006 PPIN: 238487 GOW, MARCELYN DELORES 7 PORCH PLACE WAY FAIRHOPE AL 36532 INSTRUMENT NO. 1293678 (R-2) LOT #4 05-46-02-09-0-000-008.005 PPIN: 238486 GLOVER, JOHN LEROY ETAL GLOVER, JENNIFER 8 PORCH PLACE WAY FAIRHOPE AL 36532 INSTRUMENT NO. 1419821 (R-2) COMMON AREA #3 05-46-02-09-0-000-008.004 PPIN: 238485 PORCHPLACE L L C P O BOX 1942 FAIRHOPE AL 36533 INSTRUMENT NO. 0531789 (R-2) 05-46-02-09-0-000-019.000 PPIN: 13766 FOLEY, TOWN OF D/B/A RIVERA UT FOLEY AL 36536 DB 0146 PG 481 (UNZONED) N89°55'39"W 234.16'(R)SOUTH208.83'(R)SOUTH 208.53'(R)WEST 234.16'(R) 357.76'(R)137.76'(R)220.03'(R) 64.37'(R)SOUTH414.28'(R)SOUTH 40.0'(R) WEST 30.0'(R) 358.21'137.84'220.15' S89°45'16"E 1085.25'N00°04'19"E188.60'S89°45'16"E 208.60' N89°52'22"E 1058.38'S00°11'59"W208.59'N89°45'16"W 208.60'S00°04'19"W188.60'N89°48'34"W 234.16'S00°10'35"W208.81'N89°45'18"W 234.25'64.29' 298.53'(A&R)20'20'208.60'(A&R)208.60'(A&R)N00°06'55"E441.22'THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 2 EAST.S00°11'23"W414.28'S00°11'31"W 40.00' 30.00'N89°45'16"W 1/2"CRS (SE CIVIL) 1/2"CRS (SE CIVIL) 1/2"CRS (SE CIVIL) 1/2"RBF 1"CTIF 1"CTIF MAG NAIL FD. 1/2"RBF 1.07' NORTH 1/2"RBF 1/2"RBF 1/2"RBF1/2"CRF (ILLEGIBLE) 1/2"RBF 1/2"OEPF 1/2"OEPF 1 FT. SOUTH 1/2"RBF 1/2"OEPF 1/2"OEPF 1.5' SOUTH1/2"OEPF 2.8' SOUTH 1/4"OEPF 1 FT. SOUTH 1/2"OEPF & 5/8CRF 1.9' SOUTH 1/2"CRF (GARSED)1/2"CRF (ILLEGIBLE) P.O.C. P.O.B.DHY WV T 36" CMP 30" RCP 18"X29" CMP 18"CPP12 0 1 2 1 12 2 1 2 3 122 123 12112212311 9 120 121 122 11 6117118 119 120 1211 2 2 111 112 113 114115 120121108109108109110111112113114115116 117 118 11611711 8119120 114115116117118119120 114115116117118119 121122 116117105106107 108123 38"42"24" 24" 24"24" 26" 32" 28" 36"30" 24" 30" 30" 24" 36" 30" 24" 24" 22" 20" 20" 24" 20" 36"30" 28" 24" 36" 48" 20"20"20" 20" 24"26" 20" 20" 20" 22" 36" N 0 25 50 100 50 SCALE Sheet 3 of 5 BAYTOWN A Planned Unit Development Land Use Plan Ingress/Egress Ease. Platted Lots Greenspace (Open) Greenspace (Lake) Remaining Open Space Total Area 2.46 Ac. 5.23 Ac. 4.28 Ac. 1.29 Ac. 3.30 Ac. 16.56 Ac. Greenspace (Open) Greenspace (Lake) (30%) Total Greenspace 4.28 Ac. 0.39 Ac. 4.67 Ac. (28%) Qualifying Greenspace SummaryOverall Land Use Summary Civil (251) 990-6566 880 HOLCOMB BLVDFAIRHOPE, AL 36532 Engineering & Surveying I I \ \ I \ I ! r -~=~-------------------~~;;~~;~--=~~~~~~~~==~~~~_;::_;::~~=ar £-Jif--lff--f-~~~~~~~=~==~=~~=~~=~~==~~~-ml'--=~-=-- -------------------- 1 <--- D D --- ---:)-------➔ ---_ ___:::_7--- -- DYER RD 80 FT. R/W BISHOPRD.60 FT. R/WPORCHPLACE SUB.SLIDE 1990-BLADNIER PRO P E R T I E S S U B SLIDE 2429-CEZELL LANE60 FT. R/W(NOT OPEN)ROLLINGOAKSSOUTHSLIDE1122-BMEADOWBROOKUNIT I & IIMB11PG81GARDEN CIR. 05-46-02-09-0-000-011.001 PPIN 24269 KOCH, DEAN G 20401 CO RD 49 SILVERHILL, AL 36576 INSTRUMENT NO.1747317 (UNZONED) 5-46-02-09-0-000-014.000 PPIN: 77258 CREEL, RYAN ETAL BOOTHE, VINCENT A P O BOX 175 MONTROSE, AL 36559 INSTRUMENT NO. 1744995 (UNZONED) 05-46-02-09-0-000-013.000 PPIN: 13818 TALLAWAMPA PROPERTIES L L C P O BOX 384 FAIRHOPE, AL 36533 INSTRUMENT NO. 526211 (UNZONED) 05-46-02-09-0-000-012.001 PPIN: 5826 SPLIT ROCK LLC P O BOX 529 FAIRHOPE AL 36532 INSTRUMENT NO. 1082505 (UNZONED) LOT #1 05-46-02-09-0-000-012.000 PIN: 33770 LADNIER PROPERTIES L L C 601 MAGNOLIA AVE DAPHNE AL 36526 INSTRUMENT NO. 1093893 (R-1) LOT #6 05-46-02-09-0-000-016.007 PPIN: 633 EAST BAY PROPERTY L L C ADDRESS: P O BOX 4 FAIRHOPE AL 36533 INSTRUMENT NO. 1736770 (R-4) 05-46-02-09-0-000-015.000 PPIN: 2500 BALDWIN, RICHARD ETUX TAMARA 105 HOMESTEAD VLG #4 FAIRHOPE AL 36532 INSTRUMENT NO. 1172530 (UNZONED) LOT #5 05-46-02-09-0-000-016.006 PPIN: 68160 TIMKO, JOHN III 2901 VIA VIEJAS OESTE IRVINE CA 91901 INSTRUMENT NO. 1736773 (R-4) LOT #18 05-46-02-09-0-000-018.018 PPIN: 83967 STONE, BETTY MERRITT TRUSTEE OF THE FAMILY P O BOX 455 FAIRHOPE AL 36533 INSTRUMENT NO. 1315184 (R-2) LOT #19 05-46-02-09-0-000-018.019 PPIN: 83968 STONE, BETTY MERRITT TRUSTEE OF THE FAMILY P O BOX 455 FAIRHOPE AL 36533 INSTRUMENT NO. 1315184 (R-2) LOT #1 05-46-02-09-0-000-016.002 PPIN: 78120 CLEARMONT TERRACE CONDO (MASTERCARD) RP 207 PG 139 (R-4) 05-46-02-09-0-000-010.000 PPIN: 12688 RAMAGE, DEBORAH E 15292 FACKLER RD LOXLEY AL 36551 INSTRUMENT NO. 0628388 (UNZONED) 05 46 02 09 0 000 001.003 PPIN: 210903 ALA POLYTECHNIC INSTITUTE C/O DON LARGE JR VICE PRES AUBURN AL 36830 DB 186, PG 277 (R-1) 05-46-02-09-0-000-009.000 PPIN: 50796 FAIRHOPE ASSEMLY OF GOD CHURCH INC 8180 DYER RD FAIRHOPE AL 36532 DB 485, PG 487 (UNZONED) LOT #5 05-46-02-09-0-000-008.006 PPIN: 238487 GOW, MARCELYN DELORES 7 PORCH PLACE WAY FAIRHOPE AL 36532 INSTRUMENT NO. 1293678 (R-2) LOT #4 05-46-02-09-0-000-008.005 PPIN: 238486 GLOVER, JOHN LEROY ETAL GLOVER, JENNIFER 8 PORCH PLACE WAY FAIRHOPE AL 36532 INSTRUMENT NO. 1419821 (R-2) COMMON AREA #3 05-46-02-09-0-000-008.004 PPIN: 238485 PORCHPLACE L L C P O BOX 1942 FAIRHOPE AL 36533 INSTRUMENT NO. 0531789 (R-2) 05-46-02-09-0-000-019.000 PPIN: 13766 FOLEY, TOWN OF D/B/A RIVERA UT FOLEY AL 36536 DB 0146 PG 481 (UNZONED) N89°55'39"W 234.16'(R)SOUTH208.83'(R)SOUTH 208.53'(R)WEST 234.16'(R) 357.76'(R)137.76'(R)220.03'(R) 64.37'(R)SOUTH414.28'(R)SOUTH 40.0'(R) WEST 30.0'(R) 358.21'137.84'220.15' S89°45'16"E 1085.25'N00°04'19"E188.60'S89°45'16"E 208.60' N89°52'22"E 1058.38'S00°11'59"W208.59'N89°45'16"W 208.60'S00°04'19"W188.60'N89°48'34"W 234.16'S00°10'35"W208.81'N89°45'18"W 234.25'64.29' 298.53'(A&R)20'20'208.60'(A&R)208.60'(A&R)N00°06'55"E441.22'THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 6 SOUTH, RANGE 2 EAST.S00°11'23"W414.28'S00°11'31"W 40.00' 30.00'N89°45'16"W 1/2"CRS (SE CIVIL) 1/2"CRS (SE CIVIL) 1/2"CRS (SE CIVIL) 1/2"RBF 1"CTIF 1"CTIF MAG NAIL FD. 1/2"RBF 1.07' NORTH 1/2"RBF 1/2"RBF 1/2"RBF1/2"CRF (ILLEGIBLE) 1/2"RBF 1/2"OEPF 1/2"OEPF 1 FT. SOUTH 1/2"RBF 1/2"OEPF 1/2"OEPF 1.5' SOUTH1/2"OEPF 2.8' SOUTH 1/4"OEPF 1 FT. SOUTH 1/2"OEPF & 5/8CRF 1.9' SOUTH 1/2"CRF (GARSED)1/2"CRF (ILLEGIBLE) P.O.C. P.O.B.DHY WV T 36" CMP 30" RCP 18"X29" CMP 18"CPP12 0 1 2 1 12 2 1 2 3 122 123 12112212311 9 120 121 122 11 6117118 119 120 1211 2 2 111 112 113 114115 120121108109108109110111112113114115116 117 118 11611711 8119120 114115116117118119120 114115116117118119 121122 11617105106107 108 123 38"42"24" 24" 24"24" 26" 32" 28" 36"30" 24" 30" 30" 24" 36" 30" 24" 24" 22" 20" 20" 24" 20" 36"30" 28" 24" 36" 48" 20"20"20" 20" 24"26" 20" 20" 20" 22" 36" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 313233343536373839404142434445464748 49 50 51 52 53 54 55 56 57 58 59 60616263 64656667 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142 143 144 145 146 147 148 14 9 150 15 1 152 15 3 154 155 156 157 158 159 160 161 162 POO L C A B A N A POO L Open Play Park Play Park Dog 40 FT . P R I V A T E INGRESS/E G R E S S & UTILITY EASEMENT 40 FT. PRIVATE INGRESS/EGRESS & UTILITY EASEMENT58 FT. PRIVATEINGRESS/EGRESS& UTILITY EASEMENTSpeed Bump 3 WayStop Spe e d B u m p Speed Bump 64.37'(R)64 2 8.53'(A&R .07' NORT 1/2"RBF 1/2"OEPF P.O.B. 1212 123 21212323111 9 12111111211 16117 119 1 2 2 112012012110809101012 1177 118 123 38 42 24" 2"2 28"2 36"0" 33 24" 24"2 6"30" 28" 24" 6"6 48" 20" 20" 20" 36" 66 66 696 707 11411411010911011011111112 20" 24" 20"2 POO L C A B A N A POO L Open Play Park1616ararPark Play Park Dog RIVA T E 40 FT . P R I V INGRESS/E G R E S S & UTILITY EASEMENT 40 FT. PRIVATE INGRESS/EGRESS ENT& UTILITY EASEMELIT58 FT. PRIVATE PR PRVINGRESS/EGRESS/ES/ESSSSEGRESS& UTILITY EASEMENT& TTT& Y E& Y E& &EASENTNNNNEAS&&Speed Bump 3 WayStop Spe e d B u m p Spe e d B d Speed Bumpd N 0 25 50 100 50 SCALE Sheet 4 of 5 BAYTOWN A Planned Unit Development Pedestrian Plan Civil (251) 990-6566 880 HOLCOMB BLVDFAIRHOPE, AL 36532 Engineering & Surveying Greenspace Req'd. Greenspace (Lake) (30%) Total Greenspace 25% 0.39 Ac. 4.67 Ac. (28%) Greenspace Summary 162 Units / 7.58 Ac.21.3 U/Ac Area for G.S. Calculation 7.58 Ac. Less R/W, Lots, Ponds -8.98 Ac. Total Site Area 16.56 Ac. Greenspace Open 4.28 Ac. OWNER DEVELOPER: PARCEL NOs: 05-46-02-09-0-000-011.000 05-46-02-09-0-000-011.002 70% 1,200 SF 30 FT 1,406 SF NONE 162 2,611 LF CITY OF FAIRHOPE CITY OF FAIRHOPE CITY OF FAIRHOPE AT&T 16.56 AC. 1,493 SF 1,400 SF 20 FEET 0 FEET 0 FT N/A REQUIRED SETBACKS: ELECTRIC SERVICE: TELEPHONE SERVICE: TOWNHOME LOTS: LIN. FT. STREETS: CURRENT ZONING: REAR: WATER SERVICE: SEWER SERVICE: SIDE STREET: FRONT: TOTAL AREA: COMMON AREAS: LARGEST LOT: SMALLEST LOT: SITE DATA AVG LOT: MAX BLDG HEIGHT: MAX COVERAGE: MIN. LIVING AREA: (PRINCIPAL STRUCT) P.U.D.PROPOSED ZONING: 1,400 SFMINIMUM LOT: 9.78 / AC.DENSITY: 8.87 AC (54%) SIDE: CAROLYN GILL KOCH, AS TRUSTEE OF THE DEAN GEORGE KOCH REVOCABLE TRUST AGREEMENT 20401 CO RD. 49 SILVERHILL, AL. 36576 STOIC EQUITY PARTNERS, LLC 19940 STATE HWY 181, UNIT C FAIRHOPE, AL. 36532 Rights-of Ways Platted Lots Greenspace (Open) Greenspace (Lake) Remaining Open Space Total Area 2.46 Ac. 5.23 Ac. 4.28 Ac. 1.29 Ac. 3.30 Ac. 16.56 Ac. Land Use Summary I I\ I I I 11 I I I I \II ~-~.~~~-4=~~~~;__:~~~~-~~~r~=~~~--~:e.~~-,e~~~=~~~~~~~-",~ __ .... · · · e,,~~=~~~=c~>=c"=~~c- ------- I I \ I I I I I\ I 1/ :j l\ I i, \ ~ \ f{ I I, jl I I \ i[\I I :1 I 1: L I ~ -------~ ~ --- ~ ~ --- -[I - -- - ~5 EB EB - ----- -- ------ '---EB EB ------ '--- """'~~ ~ HARDI PANEL /ii// "[Irt '¾ EB ✓=----------.:: ~~ I "TT I r--,_ ~ I I "t T I ~¾ ✓~~1 ~ 1'-0" OVE r:V-./l'1 I I I I I I I I I ~ A-f il l II I I I ~~ l lJ I T J L I IT l J LJ l J lJ I J l I IT lJ LJ ':J r: / r--- r===r=== ~'[ T Ii r===;a=== -r=== r T T •,~ i i ; i i --- ---....._ -....._ = = = :== = :== li irr ------0 I I \1) ---~ -~ "j- ~'~c·r ?rffi' '·bn~lll I I I 111\Yffi l I tt1 ,~,,illj.l I I I I I I I I IJ) " er l T l 11 r, 1 I 1 I J RHANG typ APPROVED ASPHAL ~ '<t I SHINGLES typ.--;_ CEMENT BOARu -I I I I ~;--I I I I ~; ;~:RR ~ -;~ I I I I>-LAP SID ING typ f--- 11111_ ~ -~ --- I I I □□ I I I I I I I □□ f--II I I I II I I I □□= I I I I I I II - -I-I-I--I--() I _ DD§ D D~ I I §DD = I I f---(Jl -- I I I I □□ □□ f--□□= □□ -1-----I I I ~ FRONT ELEVATION 1/4" = 1 '-0" -------- -~ -- ------ ~ ~ ----- ~ --- -- -------~ -- --..,___ - ------ ---- - --~ ~ ~ I I I I I I I I I I I I I I I I I I I I I I I I I -- I I I ; I I I I I I I I I I ; I I I I 0 I \1) 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 '<t I -- I I I I I I ---i i~ ------- i i --- ~ -~ ~-~ 0 I ~ -~ ~-~ (J1 §~ §--~ ~-~§ ~§ -~ ~- ~ -~ ~-~ ~-~ --~ ~-~ ~-~ REAR ELEVATION 1/4" = 1'-0" P.O.C. DYER RD 80 FT. R/W BISHOP RD. 60 FT. R/WGARDEN CIR. P.O.B. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 313233343536373839404142434445464748 49 50 51 52 53 54 55 56 57 58 59 60616263 64656667 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142 143 144 145 146 147 148 149 15 0 15 1 15 2 153 154 155 156 157 158 159 160 161 162 BAYTOWN A Planned Unit Development Dimensional Plan Min. Lot Avg. Lot Lrg. Lot Total Lots Density 1,400 sf 1,406 sf 1,493 sf 162 9.78 / Acre Lot Typical Lot Front Rear Side 20 ft. 0 ft. 0 ft. Building Setbacks Lot Summary Typical Section 02550 100 50 SCALE Civil (251) 990-6566 880 HOLCOMB BLVDFAIRHOPE, AL 36532 Engineering & Surveying Sheet 2 of 5 (GARSED) 1/2"CRFl N I u,_ w / \ (o ____ _ N j.u in "' co 0 b 0 z S89"45'16"E '- r 208.60' 20 0 N86'44'43"! ---------------, 20.00' 1400 SF CU RVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 LENGTH ____ C_9'!_~~ -i~Ej,...J -------------........ ' I I I It ' I ' w z ~ ~ er I -C13 -------2 COMMON AREA 2 2.82 AC 5· SIDE 40 FT. R/W WALK 2.5' 12' LANE 12' LANE I I 5' SIDE 2.5' WALK I I w z ~ "' " (l' . . S00" 11 '31 "W SOUTH 40.0'(R) ~:-- ✓/ ~~ 40.00' DYER RD 80 FT. R/W BISHOP RD. 60 FT. R/W1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 313233343536373839404142434445464748 49 50 51 52 53 54 55 56 57 58 59 60616263 64656667 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142 143 144 145 146 147 148 14 9 150 15 1 152 15 3 154 155 156 157 158 159 160 161 162 00 50'100' landscape architecture land planning placemaking Foley, Alabama P. 251.948.7181 Mobile, Alabama P. 251.344.4023 Jackson, Mississippi P. 601.790.0781 Pensacola, Florida P. 850.203.4252 www.was-design.com N O R T HTREE PRESERVATION & REMOVAL PLAN1 TREE LEGEND TREE PRESERVATION NOTES 4/15/2021 7:28:31 AM, AutoCAD PDF (General Documentation).pc3fR'H IUMOVAl CALCU-LAllONS (20 5 ~Ei) TREES TO BE REMOVED .Qilt 1!1111 MMl1ll llE!:lH. COMMON NAM£ DEBITS PER TAEE TOTAL QESITS 20· Caryo llllnolnensls P8C0n 14 22" Coryo illinoinensis Pecan 24· Coryo lllinolnensls Peeon 27 26° Coryo illinoinensis Pecan 2s· coryo lllinolnensis Pacon 30• Coryo illinoinensis Pecan 15 32• Coryo illinoinensis Pecan 35· Coryo illinoinensis Pecon 12 20· Juniperus spp. Cedar 24· Juniperus spp. Cedar •s· Juniperus spp. Cedar 24· lourus •i>P. Sirch/ Boy 20· Plnus si,p. Pine 35• llex spp. Holly 35· Quereus: spp. 00~ 39· Quorcus spp. Ock 42" Quercus spp. oo, TOTAL TREE DEBITS : 122 ------------- LIMITS _J ----I I I \I ________ _J ( \ \ Scale: 1 • -50' e -OAK --PINE -$-=HOLLY 0 -PECAN 0 -BIRCH / BAY --CEDAR TR EE SURVEY DISCLAIM ER· 1. ALL TREE SURVEY INFORMATION HAS BEEN PROVIDED TO LANDSCAPE ARCHITECT BY S.E. CIVIL. TREE PRESERVATION/REMO\JAI NOTES· 1. ALL TREES PROPOSED FOR REMOVAL ARE SHOWN IN BLACK. 2. SEE ATTACHED TREE REMOVAL CALCULATIONS. ----- Q,.. Q,. Q,.. -----·----- I I I I 1...._ __ --1 I ' I I I I il I '-I ---- 1 I I I I :,;---- - rt I ~- ::.II.:" ':.ii DESIGN landscape architects [Ni]@lJ lil@ffi!~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. Re,I ____ ----------- No. Date Revisions / Submissions _ 03.22.21 ISSUED FOR PERMIT 04.15.21 PERMIT SUBMITTAL ---- ----------- --------------- --------------- --------------- BH ,...,, vw Checked 213395-001 Project No. 03.19.21 Date Sheet T1tle TREE PRESERVATION & REMOVAL PLAN Sheet No. TPlOO DYER RD 80 FT. R/W BISHOP RD. 60 FT. R/W1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 313233343536373839404142434445464748 49 50 51 52 53 54 55 56 57 58 59 60616263 64656667 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142 143 144 145 146 147 148 149 15 0 151 15 2 153 15 4 155 156 157 158 159 160 161 162 00 50'100' landscape architecture land planning placemaking Foley, Alabama P. 251.948.7181 Mobile, Alabama P. 251.344.4023 Jackson, Mississippi P. 601.790.0781 Pensacola, Florida P. 850.203.4252 www.was-design.com N O R T HLANDSCAPE PLANTING PLAN1 1 LP200 1 LP201 4/15/2021 7:28:43 AM, AutoCAD PDF (General Documentation).pc3I . ·-an-· ,,//-_ "~,,//' Scale: 1 • -50' I I I i I '-I --- 1 I I I I :~-- 1/ ! ~ ~- • I :..II.:" ':.ii DESIGN landscape architects [Ni]@LJ lil@ffl! ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. ..,, ___ -:--:-:---,------ No. Date Revisions / Submissions 03.22.21 ISSUED FOR PERMIT 04.15.21 PERMIT SUBMITTAL ----------- BH ,...,, vw Checked 213395-001 Project No. 03.19.21 oat, Sheet: T1tle LANDSCAPE PLANTING PLAN Sheet No. LPlOO DYER RD 80 FT. R/W123456555657585960616263646566676869707172737475767778798081828384858687888990112012112212312412512612712812913013113213313413513613713813914014114214314414514614714814915015115215315415515615715815916016116200 30'60' landscape architecture land planning placemaking Foley, Alabama P. 251.948.7181 Mobile, Alabama P. 251.344.4023 Jackson, Mississippi P. 601.790.0781 Pensacola, Florida P. 850.203.4252 www.was-design.com N O R T HLANDSCAPE PLANTING PLAN ENLARGEMENT1 4/15/2021 7:28:54 AM, AutoCAD PDF (General Documentation).pc32L 1, (i) LI!<:\ ~=-=~---=-1 ~'" ' ' /./ // // // _., ... / // _,/ .. / 8 SA ' \ ' \ 2L.N \ \,,13SA I I I hs;.;cai;;-1.,11•=-:_:-3300•;-------------------------------------------------------------------------~L....~-~==:!~~~I ~ ::..II.:" ':.ii DESIGN landscape architects [Ni]@LJ lil@ffl! ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT ..,,_ TO CHANGE • ... U) 0 ,e Q) E a E .8 a: 0 c O < ~ ..c g_ a. C o .Q -E ' 3: ~ ~ 0 ~ I- ~ ~ C 0 ~>- 0 al ---------- No. Date Revisions / Submissions -----~---- -03.22.21 ISSUED FOR PERMIT _ 04.15.21 PERMIT SUBMITTAL ---------- ---------- ---------- ---------- BH ,...,, vw Checked 213395-001 Project No. 03.19.21 oat, Sheet T1tle LANDSCAPE PLANTING PLAN ENLARGEMENT ShNt No. LP200 78910111213141516171819 2021222324252627282930313233343536373839404142434445464748495051525354919293949596979899100101102103104105106107108109110111112113114115116117118119DOG PARK 00 30'60' landscape architecture land planning placemaking Foley, Alabama P. 251.948.7181 Mobile, Alabama P. 251.344.4023 Jackson, Mississippi P. 601.790.0781 Pensacola, Florida P. 850.203.4252 www.was-design.com N O R T HLANDSCAPE PLANTING PLAN ENLARGEMENT1 4/15/2021 7:28:57 AM, AutoCAD PDF (General Documentation).pc3I I Scale: 1 • -30' ::..II.:" ':.ii DESIGN landscape architects [Ni]@LJ lil@ffl! ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. ..,,_ ---No. Date Revisions / Submissions --- _ 03.22.21 ISSUED FOR PERMIT _ 04.15.21 PERMIT SUBMITTAL --- --- --- --- BH ,...,, vw Checked 213395-001 Project. No. 03.19.21 Oote Sheet T1tle LANDSCAPE PLANTING PLAN ENLARGEMENT ShNt No. LP201 TREES CODE QTY BOTANICAL / COMMON NAME CONT CAL HT LN 55 LAGERSTROEMIA INDICA `NATCHEZ` / `NATCHEZ` CRAPE MYRTLE 30 GAL 8`-10` MINIMUM 3 TRUNKS; FULL HEAD QN 65 QUERCUS NUTTALLII / NUTTALL OAK B&B OR CONT 2"CAL 10` FULL HEAD, SPECIMEN QUALITY QV 86 QUERCUS VIRGINIANA / SOUTHERN LIVE OAK B&B OR CONT 2"CAL 10` FULL HEAD, SPECIMEN QUALITY TD 34 TAXODIUM DISTICHUM / BALD CYPRESS B&B OR CONT 2"CAL 10` FULL HEAD, SPECIMEN QUALITY SHRUBS CODE QTY BOTANICAL / COMMON NAME CONT HT W SPACING CG 173 CAMELLIA SASANQUA `SHISHI GASHIRA` / SHISHI GASHIRA CAMELLIA 3 GAL 36" o.c. RM 123 RHODODENDRON `MRS. G.G. GERBING` / MRS. G.G. GERBING AZALEA 3 GAL 48" o.c. ALA 129 RHODODENDRON ‘MOOTUM’ / AUTUMN MOONLIGHT ENCORE 3 GAL 48" o.c. SB 111 VIBURNUM ODORATISSIMUM / SWEET VIBURNUM 3 GAL 54" o.c. SHRUB AREAS CODE QTY BOTANICAL / COMMON NAME CONT HT W SPACING SA 1,282 SHRUB AREAS 3 GAL 36" o.c. ILEX VOMITORIA `NANA`, MISCANTHUS SINENSIS `ADAGIO`, RHAPHIOLEPSIS INDICA,LANTANA MONTEVIDENSIS, DIANELLA TASMANICA PLANT SCHEDULE landscape architecture land planning placemaking Foley, Alabama P. 251.948.7181 Mobile, Alabama P. 251.344.4023 Jackson, Mississippi P. 601.790.0781 Pensacola, Florida P. 850.203.4252 www.was-design.com SHRUB PLANTING6 A A B B TYPICAL PLANT SPACING2 MULTI-TRUNK TREE STAKING x x 3 WOOD FENCE W/TOP RAIL 8` HEIGHT ELEVATION 4 PLANTING ATSHRUB AREAS. STAKING DETAIL PLANTING ATTURF AREAS. PLANT PIT DETAIL TREE PLANTING - GUY STRAP1 GENERAL PLANTING NOTES x x x x x x x x x x x x x x x x x x x x 7 GENERAL NOTES COMMON AREA TREATMENTS DISTURBED AREAS QUANTITY TAKEOFF DISCLAIMER TRENCH EDGE5 4/15/2021 7:29:09 AM, AutoCAD PDF (General Documentation).pc30 0 D 0 0 0 0 0 1 ~ GUYLINE WEBBING UNDISTURBED SUBGRADE O1·-1·-o· ARBORGUY TREE ANCHOR SYSTEM, INSTALL APPROPRIATE MODEL PER MANUFACTURER'S INSTRUCTIONS ARROWHEAD ANCHOR FINISHED GRADE SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. 2X ROOTBALL =II IIU I NISHED GRADE SHRUBS. =:::t_ _1- SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS FORM :S' CONTINUOUS SAUCER AROUND PLANTING PIT SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO DEPTH AT WATER WELL. =~W'.~'/1 ll r FINISHED GRADE. 11=11=111=11=- 2 X ROOTBALL II ~fj~l;c;c II PLANTING TABLETS, AGRIFORM OR EQUAL, PER MANUF. RECOMMENDATIONS. BACKFILL WITH A MIXTURE OF PLANTING PIT SPOIL AND PREPARED PLANTING f--------~ SOIL, PER SPECS, FROM ADJACENT PLANTING AREA UNDISTURBED SUBGRADE O""°"1-•--1-•--,r---------------D-IT_A_IL ___ FI_LE_ CURB SHRUBS ANO GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR -SPACED IN ROWS PARALLED TO THE STRAIGHT EDGE. SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGES. CURVED EDGES TO BE VERY SMOOTH RADII. STREET FRONTAGE RE DUI REME NTS (Sec 2 □ 5 -4 e) Dyer t\d 1 ln:-e per 30LF ROW :Si 104/J.O LF = 34.67 lre-e s Tolal Frolll.a9e Tree-s. Requir-ed: :3"5 tree~ To-t8.I Frnnt3.,ge-Tre-.es Prnvid.ed: :36 tree--s Bisoop t\d 1 lree per 30LF ROW ~,.-; 400.0LF = 13.;J;Jlrees Tol."lil Fro~agie Trees fi-eguir.ed: 13 tree--s T o t~I F,ont~g ie-T fllj-,ei $ P,r.;:,vi de d: '1 .4 tr l!l ie-~ PE 1"11 ME TH\ LANDSCAPE f"\EOUI f"\E MENTS (Sec 20 .5 4 k) South 1 tree-per :)l)lF ACJ,N ~? 1200 l)lF = 43.00lre-es T 1)1,.iil f:°r(lr1.,.iig,a, Tru$ A-E'1q\liro1;11i:;I: 4-S tru1 To-bl Fronta-ge Tree-; Pro\lided: 43 tree~ West 1 tr,e-e-per 30LF AOW 2-400 QLF = 1:] ~1~1:1$ Tolal F'r-on.la9ll:'I Tr-ee~ R-e1::pJir-ed: 1'3 tree-:; Total Fronta-ge Tree-;. Pro\lided: 14 tree-s East 1 tr,e-& per :30[.F Ao,.N 2-622 Ol.F = ~ n1rt-e$ Tolal F'r-on.la9,e, Tr-ee~ R-e,;pJir-ed: 2"1 tree--:; Total Frnnta-ge Tree-;. Pro\lided: 2"1 tree-s ~-..lortfl 1 trol:'"it p11:1 r 30 LF AOW Tolal Fr-on.la9e Tree~ ReqYir-ed: 71,e-es To-ta.I Frnnta.-ge Tre-es. Pro\lid-ed: 71raes PARKING AREA 1 tree per 12" ~pace~ ~,.-:; 12 5 pace-~ = 1.00 Ire es fi.eguir.edi P."Ukir..g Tree-: 1 lre-e Pft;i,Vit;l,eidi P,Hkir..g Tr,eillj-: ~ lfjj-ol;!I GE NERA L CONDITION S CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE INSPECTION PRIOR TO LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO ACQUAINT HIMSELF WITH EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF LANDSCAPE MATERIAL AT ALL TIMES. LANDSCAPE CONTRACTOR TO COORDINATE SAFE STAGING AREA WITH GENERAL CONTRACTOR AND/OR OWNER. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL, INCLUDING GRASS, FOR 365 CONSECUTIVE CALENDAR DAYS FROM SUBSTANTIAL COMPLETION OF THE WORK, AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. ALL AREAS IMPACTED NEGATIVELY BY CONSTRUCTION PROCESSES SHALL BE RETURNED TO ORIGINAL CONDITION OR BETTER PRIOR TO SUBSTANTIAL COMPLETION. I ANDSCAP E AREA son PR EPARATION SOIL SHALL BE AMENDED BY THE ADDITION OF COMPOST AND FERTILIZER. COMPOST TYPE SHALL BE MUSHROOM COMPOST OR DECOMPOSED PINE BARK, AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. COMPOST SHALL BE UNIFORMLY APPLIED OVER PLANTING BEDS AT AN AVERAGE DEPTH OF 2 INCHES AND OVER SOD AREAS AT AN AVERAGE DEPTH OF 3/4 INCH. INCORPORATE COMPOST UNIFORMLY IN PLANTING BEDS TO A DEPTH OF 6 INCHES AND IN SOD AREAS TO A DEPTH OF 3 INCHES USING A ROTARY TILLER OR OTHER APPROPRIATE EQUIPMENT. PRE-PLANT FERTILIZER AND PH ADJUSTING AGENTS (E.G., LIME AND SULFUR) MAY BE APPLIED IN CONJUNCTION WITH COMPOST INCORPORATION, AS NECESSARY. RAKE sm SURFACE SMOOTH PRIOR TO PLANTING. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. WATER THOROUGHLY AFTER PLANTING. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 3% POSITIVE DRAINAGE IN ALL PLANTING BEDS. ANY OTHER PROPOSED DRAINAGE METHODS SHALL BE COORDINATED WITH PLANTING EFFORTS TO MINIMIZE CONFLICTS AND MAINTAIN PROPER FUNCTION OF DRAINAGE SYSTEMS. 01--1· ~ll!mk1 'g1111=11 V/A>~LJ....L,V 1-1 i-11--1-I '=I = l=I ~ _l~I 2X BALL DIA. = STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6-9" FROM TOP OF STAKE. 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL TRUNK. 2" x 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 1 BN INTO THE SUBGRADE PRIOR TO BACKFILLING. ~=::m--c 1-~I I ='II FORM SAUCER WITH 3" = =1 I 1-CONTINUOUS RIM =~-1 c 3" MULCH 111--== I i-SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. 1. ALL COMMON AREA SPACES TO BE LANDSCAPED WITH VARIOUS PLANTING MATERIALS SUCH AS TURF, PLANTINGS, CANOPY TREES AND UNDERSTORY TREES TO PROVIDE A BALANCED LANDSCAPE THROUGHOUT THE DEVELOPMENT. ANY DISTURBED AREAS SHALL RECEIVE SOD OR MULCH AS NECESSARY PER MUNICIPALITY REQUIREMENTS. ALL LANDSCAPE BEDS ARE TO RECEIVE 3" DEPTH LONG LEAF PINE STRAW, SETTLED QUANTITIES NOTED ON PLANS ARE OFFERED AS A CONVENIENCE TO THE CONTRACTOR. CONTRACTOR SHALL VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT. PLANT MATERIAL AND PLANTING I I I, --- PLANT QUANTITIES ARE OFFERED AS A CONVENIENCE TO THE CONTRACTOR, AND ARE NOT ABSOLUTE. CONTRACTOR SHALL VERIFY PLANT COUNT FROM PLAN AND REPORT DIFFERENCES. ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL OR REFUSAL BY THE OWNER OR LANDSCAPE ARCHITECT AT THE JOB SITE. PLANTS SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM INJURY, INSECTS AND DISEASES. PLANTS SHALL EQUAL OR SURPASS QUALITY AS DEFINED IN THE CURRENT ISSUE OF "AMERICAN STANDARDS FOR NURSERY STOCKN AS PUBLISHED BY THE AMERICAN NURSERYMEN, INC. UNLESS NOTED SPECIFICALLY, ALL PLANT MATERIAL SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN. FRONT ROW OF SHRUBS SHALL BE PLANTED FROM CENTER OF PLANT A MINIMUM OF 24" BEHIND BED LINE @ LAWNS OR WALKS AND A MINIMUM OF :rnN BACK OF CURB @ PARKING SPACES. NO PRUNING SHOULD BE PERFORMED DURING FIRST GROWING SEASON EXCEPT FOR REMOVING DAMAGED OF DEAD GROWTH. WOUND PAINT IS NOT RECOMMENDED FOR ANY CUTS. ALL PLANTING AREAS, TREE PITS, AND OTHER AREAS INDICATED ON PLANS SHALL BE MULCHED WITH A SETTLED LAYER OF THE INDICATED MULCH: □ 3" DEPTH PINE BARK □ 4" DEPTH SHREDDED HARDWOOD MULCH C8J 3" DEPTH LONGLEAF PINESTRAW, SETTLED TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING AREAS AND LAWN, UNLESS NOTED OTHERWISE. TREE STAKING SHALL BE PROVIDED TO KEEP TREES PLUMB AND PROTECTED FROM EXCESSIVE WINDS. ALL TREE-STAKING APPARATUS SHALL BE REMOVED AT THE ENO OF THE ONE-YEAR WARRANTY PERIOD. ONE YEAR OF LANDSCAPE MAINTENANCE FROM SUBSTANTIAL COMPLETION SHALL BE INCLUDED AS AN OPTIONAL BID ITEM TO THE OWNER. = 0 I ;,, 329399-05 1 N CONT. CHAMFER AROUND TOP OF POSTS --2"x6" TOP RAIL, TYP. 2"x4" SUPPORT RAILS, TYP. 1 Hx4 H TRIM BOARD, TYP. 1 Nx6N FENCE BOARDS, TYP., NAILS-WIDTH SPACING BETWEEN BOARDS 6Nx6N POST, TYP., /I BEYOND. SPACE ON B' CENTERS. 2"x6" BOTTOM RAIL, TYP. NOTE: ALL WOOD SHALL BE PRESSURE TREATED NO. 2 SOUTHERN FINISH GRADE 3000 PSI CONCRETE FOOTING MULCH LAYER .l CROWN MULCH NEAR EDGE IN A BERM-LIKE MANNER AS SHOWN QR TOP OF CURB/ PAVING GRADE YELLOW PINE. HEIGHT MAY BE ADJUSTED TO SUIT PROJECT. UNDISTURBED SUBGRADE NOTE: TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING BED AREAS AND ADJACENT TURF AREAS, UNLESS NOTED OTHERWISE. 329343.26-02 o-N-O_T_T_O_SCA-LE _______________ 3_2_9-39_9 ___ 04-o.-1/_2 _____ 1,---o-• ---------------32_9_3-43 ___ 0_1 o.-1/_2 __ -_-1-'--o-• --------------32_3_1-29-.2-3 ___ 0_4 0 3•-1·-o· 329413.23-02 ::.II.:" ':.ti DESIGN landscape architects [Ni]@LJ lil@ffl! ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. Re,I ____ ----------- No. Date Revisions / Submissions _ 03.22.21 ISSUED FOR PERMIT 04.15.21 PERMIT SUBMITTAL ---- --------------- --------------- --------------- --------------- BH ,...,, vw Checked 213395-001 Project No. 03.19.21 Sheet T1tle LANDSCAPE PLANTING DETAILS ShNt No. LP500 ATO 2155 OLD SHELL RD Suite MOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.com ATO 2155 OLD SHELL RD Suite MOBILE, AL 36607 T: 2514718361 F: 2514710410 www.att.com March 17, 2021 David Diehl S. E. Civil Engineering 880 Holcomb Blvd. Fairhope, Alabama 36532 RE: Proposed Baytown Development Dear Mr. Diehl: This letter is in response to your request for information on the availability of service at the above proposed development by AT&T. This letter acknowledges that the above referenced development is located in an area served by AT&T. Any service arrangements for the development will be subject to later discussions and agreements between the developer and AT&T. Please be advised that this letter is not a commitment by AT&T to provide service to the proposed Baytown Development. Please contact me at the phone number included in this letter with any questions. Thank you for contacting AT&T. Sincerely, Wade Mitchell MGR OSP Planning & Engineering Design Article V Section B. Special Districts CBD – Central Business District FAIRHOPE ZONING ORDINANCE 1 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 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. a. Short-term rentals shall be allowed within the CBD, regardless of the underlying zoning district. 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. Article V Section B. Special Districts CBD – Central Business District FAIRHOPE ZONING ORDINANCE 2 (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.