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HomeMy WebLinkAbout07-08-2021 Planning Commission Agenda PacketCity of Fairhope Planning Commission Agenda 5:00 PM Council Chambers July 8, 2021 1. Call to Order 2. Approval of Minutes • June 7, 2021 3. Consideration of Agenda Items A. UR 21.02 Request of AT&T for an 11.52.11 Utility Review and approval of the proposed underground installation of approximately 7,137 linear foot of Buried Cable and Conduit, as well as, 3,219 linear foot of Overlashed Aerial Cable. The project will run from primarily through N. Summit Street, between Fairhope Avenue and North Avenue. B. SD 21.29 Public hearing to consider the request of FST Provision Investments, LLC for plat approval of Windmill Professional Park, a 2-lot minor division. The property is approximately 1.48 acres and is located at the northwest corner of the intersection of State Highway 181 and Windmill Rd. PPIN #: 77607 C. SD 21.31 Public hearing to consider the request of FST Ron and Melanie Johnson for plat approval of MELANIES PLACE, a 4-lot minor division. The property is approximately 1.07 acres and is located at the southwest corner of the intersection of Fairhope Ave. and Mershon St. PPIN #: 15312 D. SD 21.36 Public hearing to consider the request of 68V OBV 2020, LLC for Preliminary plat approval of Old Battles Village, Phase 6, a 36-lot subdivision. The property is approximately 12.37 acres and is located on the north side of phase 5 of the Hamlet At Old Battles Village. PPIN #: 380062 E. Executive Session- To discuss pending or potential litigation pursuant to Alabama Code Section 36-25A-7(a)(3). 4. Old/New Business • CBD Parking – Committee Additions 5. Adjourn June 7, 2021 Planning Commission Minutes 1 The Planning Commission met Monday, June 7th 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; Rebecca Bryant; Clarice Hall; Jimmy Conyers; Harry Kohler; John Worsham; Jason Langley, Water and Sewer Director; Hunter Simmons, Planning and Zoning Manager; Mike Jeffries, Planner; Samara Walley, Planner; Allie Knutson, Secretary; and Chris Williams, City Attorney. Chairman Turner called the meeting to order at 5:00 PM and announced the meeting is being recorded. Art Dyas made a motion to appoint Allie Knutson as Secretary. Jimmy Conyers 2nd the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Art Dyas, Hollie MacKellar, Harry Kohler, John Worsham, Jason Langley, Rebecca Bryant, Clarice Hall, and Jimmy Conyers. NAY: None Minutes from May 3, 2021, meeting: Motion to approve the minutes as submitted. AYE: Lee Turner, Art Dyas, Hollie MacKellar, Harry Kohler, John Worsham, Jason Langley, Rebecca Bryant, Clarice Hall, and Jimmy Conyers. NAY: None SD 21.11 Public hearing to consider the request for Preliminary plat approval of Fairhope Downs. Property Owner /Applicant: Amzi and Eileen Sherling General Location: East side of County Road 3, approximately ½ mile south of County Road 24 Project Type: 64-lot Preliminary Subdivision Project Acreage: 51.08 acres Zoning District: Un-zoned PPIN Number: 41065, 41072, 41076, 41088, 51475, 71709, 115704, and 216891 Engineer of record: S.E. Civil School District: Newton Elementary, Fairhope Middle School, and Fairhope High School Report prepared by: Mike Jeffries, City Planner Comments: City Planner, Mike Jeffries, presented and briefly explained the proposed project and summarized the staff report. June 7, 2021 Planning Commission Minutes 2 This preliminary plat application is for a 64-lot subdivision located on the east side of County Road 3, approximately ½ mile south of County Road 24. The property is currently un-zoned but does fall within the City of Fairhope’s Extra Territorial Jurisdiction (ETJ). The City of Fairhope hired John Cameron, P.E. with Neel Schaffer, Inc, to review the original drainage plans. The applicant submitted and revised plans to address concerns. Drainage has been reviewed and approved by City of Fairhope’s Public Works Director, Richard Johnson, P.E; the site collects onsite and offsite water in a series of inlets and underground drainage that discharges into a proposed pond on the east side of the property that discharges into the stream located on the east end of the property. A drainage swale is proposed along the north property line that will receive the water coming from the adjacent property owners north of the property and direct it into a drainage inlet that goes to the proposed pond on the east. Adjacent property owners hired an outside engineer to review the revised drainage plans. Comments were sent to Commissioners via email. Staff did not have time to consult with the third- party engineer regarding these concerns. The Applicant is requesting a waiver from the requirement of a sidewalk down County Road 3 as there is not another sidewalk within three miles of the site. Planning Commission may desire for an easement for a future sidewalk inside the 10-foot area along County Road 3. Recommendation: Staff recommends approval of case number SD 21.11, Preliminary Plat Approval for Fairhope Downs with the following conditions: 1. Certain real property, agreed upon between the owner and City of Fairhope, needed for the lift station shall be deeded to the City of Fairhope and all appropriate easements shall be illustrated on the plat. 2. Change General Note #7 regarding FFE to match standalone FFE on plat. 3. Planning Commission approval of Sidewalk Waiver. 4. Fire hydrants must be spaced 450 feet per subdivision regulations. Larry Smith, S.E. Civil Engineering, noted four main topics that had been concerns in previous meeting that have since been addressed: 1. Traffic: Had a traffic consultant look at existing traffic to determine that turn lanes are not warranted. 2. Septic: New solution of doing a lift station and running a main to McGowen Drive. 3. Drainage: Addressed County comments that came in last week, Neel Schaffer and Richard Johnson also reviewed the drainage. A majority of the comments have already been addressed through the different reviews that they have had. There is one culvert going under Greeno Road that they could look at further, but ALDOT is fine with it. 4. Grady pond: They are leaving it as is but provided some culverts to drain it. June 7, 2021 Planning Commission Minutes 3 5. Water pressure: Several people said that they have low water pressure that is below required fire protection. Some issues may be service lines, so updates are needed to be done to get to 1,000 gallons per minute. Rebecca Bryant was concerned about an overtopping freeboard issue, but Mr. Smith stated that they can add 6 inches around the dam if needed, it should not overtop and there is not any specific guidance on freeboards. Art Dyas asked about the drainage basin calculations, Mr. Smith said that they used the other side of Greeno Road as the study point because Michael Smith with ALDOT did not have any concerns. Chairman Turner opened the public hearing. Public Hearing: Attorney William Anderson: Represents various homeowners that are adjacent property owners with concerns about drainage and flooding issues. Some of the properties in the proposed area already flood so they retained an engineer out of Huntsville who reviewed the materials and provided a letter last Thursday. Article 5.F.7.A states that the intention of stormwater retention and detention is to protect downstream properties from increases in flood heights due to development. Their calculations suggest that a study is needed for the downflow of water into Turkey Branch, Fish River, and Weeks Bay. There is a berm issue with the berm that will surround the ponds and two culverts, the berm may overtop, resulting in sedimentation that will fill the pond below it. Brian Franc, 14748 County Road 3, Fairhope, Alabama 36532: Brian has lived adjacent to the proposed property for 15 years, he brought a large satellite view of the proposed development with him as well as photos of flooding. The water issues are also causing erosion and there is a current water pressure problem. On April 10, 2021, after heavy rain, he and his wife awoke to no water pressure. Around 8:00 a.m., a house next door got hit by lighting, but firetrucks could not get any water from their waterline. At 8:15 a.m., a water tanker was brought in. He also brought up potential traffic congestion from brining in 64 homes as there are already current congestion problems between dangerous intersections like County Roads 24 and 3 as well as County Road 3 and Highway 98. A sidewalk needs to be considered on County Road 3 due to bicyclists and horses. Art Dyas responded by asking how the water runs uphill to get onto his property. Brian stated that he can watch the waterflow coming from the development’s property to underneath his fence at 5- 6 knots. Art Dyas said that the development’s drainage plan for water retention and release may be beneficial for the current flooding problems. Cathy Alba, 14521 County Road 3, Fairhope, Alabama 36532: Cathy stated that she has a horse farm on County Road 3 and that it is the duty of the Planning Commission to look after health, welfare, and safety, and that the excess water and water pressure issues are a safety issue. She submitted a Public Records Request to Jason Langley, Water and Sewer Director, that provided details of watermain breaks on County Road 3, there were 13 total (9 in 2020). There is an infrastructure problem of a thin, 6-inch pipe that was meant to serve a rural area but is not meant June 7, 2021 Planning Commission Minutes 4 to serve this potential level of density. Their nearest station is 815 gallons per minute. She feels that the area is being put at risk for fire protection and that the City of Fairhope will potentially be looking at a higher number of repairs in the future if a line were to collapse. Pat Reichley, 14748 B County Road 3, Fairhope, Alabama 36532: He was told that the property on 98 was not for sale but says that it is. The corner of his property is 44 inches below the top elevation of the development’s property. He wanted to know how to drain something 44-inches uphill from 400 feet away and how deep of a pond will be needed. He had to upgrade to a 24-inch culvert to drain his yard and driveway. He wanted to know why they would not connect at Highway 98 instead of County Road 3. Art Dyas agreed that connecting at Highway 98 is a good idea. Audie Wasden, 14031 County Road 3, Fairhope, Alabama 36532: Audie stated that most people do not want to be zoned because they do not want people from town to tell them what they can do. He wanted to know if the current sewer system can handle more sewage and where it will go as people already do not want to swim in the Mobile Bay. Chairman Turner said it goes to the Fairhope Sewer Plant and that most of the overflows are being worked on right now. Mike Soshea, 14521 County Road 3, Fairhope, Alabama 36532: Mike stated that he understands the importance of zoning, but that their area is a diamond in the rough for a different type of Fairhope. He restated previous drainage issues, specifically upstream drainage issues and and thought that traffic should be going to Highway 98. Chairman Turner closes public hearing. Chairman Turner asked Larry Smith, S.E. Civil Engineering, to discuss the most prevalent issues; water pressure on County Road 3, the depth of retention pond and how to get the water to keep from jumping the berm, and if the increased water from having culverts put in on County Road 3 was considered. Mr. Smith stated that they did fire flow tests and came up with a similar number for what the available fire flow was and is working on coming up with a solution for the water pressure issues. The water pipe on County Road 24 will be a higher class that will meet current specifications and everything in the development will as well. According to the Environmental Engineer that did the septic testing, berms are not required as there is a gravity system for the lift station which is more expensive than septic. It is not a berm that is going along the northern property line, it is a drainage swale so that they do not contribute any water to that property. The runoff that comes off the back of the houses will runoff into the swale and will go into the storm system. There will be cutoff ditches at the northern property line and along the entire southern property line to ensure that water is not going on to other people’s property. The existing culverts on County Road 3 would not increase the flow from the development. Art Dyas clarified that the five acres next to the development are not part of the development because the seller wants to put them to commercial use, but then asked about extending the 50- foot road at the cul-de-sac down the south line and coming in at the south side of the creek. June 7, 2021 Planning Commission Minutes 5 Chairman Turner’s stated that traffic release would be nice to get it off of County Road 3 and asked Planning and Zoning Manager, Hunter Simmons, what it would take for a two-lane ingress and egress. Planning and Zoning Manager, Hunter Simmons, stated that right of way standard is 50 feet, which is what the internal streets of the subdivision are. Mr. Smith stated that they could put in an access easement over to the five acres that way when the five acres are developed, they can continue with future thru streets. Chairman Turner stated that it really needs to connect to Highway 98 and Art Dyas stated that if he moves the utility easement down to the south property line, then you do not have to split the five acres and you still have access to Highway 98. David Diehl, S.E. Civil Engineering, clarified that they were just wanting to do a 50-foot ingress and egress and if it would have to be a public right of way, Chairman Turner stated yes. The owner of the five acres could share the ingress and egress as well once the commercial properties are developed because ALDOT is not going to allow that many curb cuts there. Art Dyas asked Richard Johnson, Public Works Director, to talk about the 3-4 engineers involved and any discrepancies. Mr. Johnson stated that Mr. Smith and his team did account for offsite water which is why there are putting in swales (ditches) along the north and south line of the property. Any water that is coming off of the site, is going to fall into the ditches which may correct the drainage problem completely as the water currently has no where to go. Art Dyas asked Mr. Smith if the water that is going to serve this subdivision is coming in off Highway 98 or County Road 3 and Mr. Smith stated the connections are going to be on County Road 3. Rebecca Bryant stated that they have a report from the third-party engineer that the Planning Commission has not had time to digest yet and neither has S.E. Civil Engineering and she is uncomfortable passing something when issues have been raised about the freeboard and the culverts. Mr. Smith stated that the previous issues have already been addressed and they are working on finalizing everything and are going to submit a Land Disturbance Permit. If they need to add one more culvert, they will, even though ALDOT already approved it. Chairman Turner thought that they should look at the culvert again. Motion: Art Dyas made a motion to approve Case SD 21.11, Fairhope Downs, with the following conditions: 1. Certain real property, agreed upon between the owner and City of Fairhope, needed for the lift station shall be deeded to the City of Fairhope and all appropriate easements shall be illustrated on the plat. 2. Change General Note #7 regarding FFE to match standalone FFE on plat. 3. Planning Commission approval of Sidewalk Waiver for sidewalk along County Road 3, as well as a waiver for the area adjacent to Highway 98 within with the June 7, 2021 Planning Commission Minutes 6 required right-of-way. A sidewalk easement in lieu of sidewalks shall be provided and labeled on the Plat. 4. Fire hydrants must be spaced 450 feet per subdivision regulations. 5. Provide ingress/egress via a 50-foot right of way to Highway 98. Clarice Hall 2nd the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Art Dyas, Hollie MacKellar, Harry Kohler, John Worsham, Jason Langley, Rebecca Bryant, Clarice Hall, and Jimmy Conyers. NAY: None. SD 21.32 Public hearing to consider the request for preliminary approval of Windmill Professional Park. Property Owner/Applicant: FST Provision Investments, LLC and S.E Civil Engineering General Location: Northwest corner of the intersection of State Highway 181 and Windmill Road Project Type: 4-unit Multiple Occupancy Project Project Acreage: 1.48 acres Zoning District: B-4 Business and Professional District PPIN Number: 77607 Engineer of record: S.E Civil School District: Fairhope Elementary, Fairhope Middle, and Fairhope High School Report prepared by: Samara Walley (City Planner) Recommendation: Approval Summary/Comments City Planner, Samara Walley, presented case summary: Request of Larry Smith of S.E. Civil on behalf of FST Provision Investments, LLC for MOP approval of Windmill Professional Park, a 4-unit project. The subject property is owned by the Fairhope Single Tax. The subject property is zoned B-4 Business and Professional District and approximately 1.48 acres. The property is located at the northwest corner of the intersection of State Highway 181 and Windmill Road. The site plan illustrates parking located on the interior of the lot with a five-foot sidewalk along Windmill Road and Highway 181, and compliant greenspace and greenspace amenity to include a BBQ pit. A Traffic Impact Study was not required. Water, sewer, and gas will be provided by the City of Fairhope. Electrical service will be provided by Baldwin EMC and a fire hydrant is located at the corner of Windmill Road and Highway 181. A detention pond is illustrated in the northwest corner of the property. It should be noted that the Planning Commission recommended approval to the City Council for the rezoning of the adjacent property at its May 3, 2021, meeting. The case is pending and has not been yet heard by the City Council. Buffers may be required. Staff finds that the landscape plan has not provided adequate landscaping to screen the parking lot. As a condition of approval, additional parking screening will be required. June 7, 2021 Planning Commission Minutes 7 Recommendation: Staff recommends approval of case SD 21.32, subject to the following conditions: 1. Final landscape screening for the parking area along Windmill Road shall be reviewed and approved by the Director of the Planning and Zoning Department prior to the issuance of a Certificate of Occupancy. 2. Current zoning requires a 10-foot buffer where adjacent to residentially zoned property. A buffer has not been provided because the adjacent property has been recommended for approval to B-4 zoning by the Fairhope Planning Commission, (Case ZC 21.07). The re-zoning has yet to be approved by the City Council. A buffer will be required if Case ZC 21.07 fails to get approval by the City Council. Larry Smith, S.E. Civil Engineering, stated that this is their office building. There was a lot of undergrowth between the oak trees, but they are saving all the oaks along Windmill Road and are using the existing entrance that was already there, so they do not have to disturb the roots. There will probably take out the undergrowth and will gladly get some additional screening. Chairman Turner opened the public hearing, no one spoke, the public hearing was closed. Motion: Jimmy Conyers made a motion to approve Case SD 21.32, Windmill Professional Park, with the following conditions: 1. Final landscape screening for the parking area along Windmill Road shall be reviewed and approved by the Director of the Planning and Zoning Department prior to the issuance of a Certificate of Occupancy. 2. Current zoning requires a 10-foot buffer where adjacent to residentially zoned property. A buffer has not been provided because the adjacent property has been recommended for approval to B-4 zoning by the Fairhope Planning Commission, (case ZC 21.07). The re-zoning has yet to be approved by the City Council. A buffer will be required if case ZC 21.07 fails to get approval by the City Council. Rebecca Bryant 2nd the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Art Dyas, Hollie MacKellar, Harry Kohler, John Worsham, Jason Langley, Rebecca Bryant, Clarice Hall, and Jimmy Conyers. NAY: None Old/New Business Parking Committee - Planning and Zoning Manager, Hunter Simmons, proposed the idea of establishing a CBD Parking Committee, requesting four volunteers to give staff some feedback on if they are going in the right direction with the big decisions that need to be made. Rebecca Bryant, Clarice Hall, John Worsham, and Harry Kohler volunteer. June 7, 2021 Planning Commission Minutes 8 Chairman Turner appoints the CBD Parking Committee and John Worsham as the Chair of the committee. Adjournment Motion to adjourn by Jimmy Conyers. Chairman Turner seconded motion to adjourn. Unanimous. Adjourned at 6:37 p.m. ____________________________ ________________________ Lee Turner, Chairman Allie Knutson, Secretary CLIF F D R FAIRHOPE AV NORTH AV N SCHOOL STSAXE LNNSUMMITST N CHURCH STOAK AV ATKINSON LN MAGNOLIA AV PINE AV EQUALITY STNBANCROFTSTSECTIONSTN NBAYVIEWSTBLAKENEY AV GENEVIEVE LN BAYOUDRPOWELL AV KEIFER AV NBEACHRDCity of FairhopePlanning Commission July 8, 2021 ¯ FAIRHOPE AV NORTH AV SMOBILESTBAYOUDR SAXE LNNSUMMITST N CHURCH STOAK AV CLIF F D R ATKINSON LN PINE AV EQUALITY ST MAGNOLIA AV NBANCROFTSTSECTION ST NNBAYVIEWSTBOISE LNBLAKENEY AV GENEVIEVE LN POWELL AV KEIFER AV NBEACHRDUR 21.02 - N. Summit Street Area Legend Proposed Work Area COF Corp. Limits B-1 - Local Shopping District B-2 - General Business District B-3a - Tourist Resort Lodging District B-3b - Tourist Resort Commercial Service District B-4 - Business and Professional District P-1 - Parking R-2 - Medium Density Single-Family R-4 - Low Density Multi-Family R-5 - High Density Dwelling Residential COF Planning Jurisdiction ¯ ¯ ^ Project Name:Utility Review 21.02 AT&TSite Data:3,219 Linear Feet Overlashed Aerial Cable7,137 Linear Feet Cable ConduitProject Type:Overlashed Aerial CableBuried Cable ConduitJurisdiction:Fairhope Planning JurisdictionZoning District:R-2General Location: N. Summit Street, between Fairhope Avenue and North Avenue.Owner / Developer:AT&TSchool District:Fairhope Elementary School Fairhope Middle and High Schools Recommendation:Approved w/ ConditionsPrepared by: Chris Ambron • • • • • • 1 UR 21.02 AT&T – N. Summit Street – July 8, 2021 Summary of Request: Request of AT&T for 11.52.11 Utility Review and approval of the proposed installation of approximately 3,219 linear foot of over lashed aerial cable and approximately 7,137 linear foot of buried cable conduit. The project will run from primarily through N. Summit Street, between Fairhope Avenue and North Avenue. Comments: The proposed utility construction falls within the Corporate limits of the City of Fairhope. The comments below are typical general comments for City of Fairhope right-of-way projects. Any portions of the project affecting public right-of-way (ROW) maintained by Baldwin County or the Alabama Department of Transportation (ALDOT) shall require permits through the Baldwin County Highway Department or ALDOT. GENERAL COMMENTS No open trenches shall be allowed. Directional boring shall be used in sensitive areas, such as under roads, in proximity to trees, on finished lots, etc. SUPERINTENDENT AND DEPARTMENT HEAD COMMENTS • The applicant shall contact Alabama One Call to locate all existing utilities. • Line locates are to be called in no less than 72 hours prior to commencing work. • Project is to be broken into phases, maximum of 750’ linear foot per phase. • A pre-construction meeting shall be held prior to commencing work. • Provide draft door hanger for approval at time of pre-construction. • All sewer crossings to be videoed or potholed for review by Water Department. • First phase of construction to be in coordination with City Church Street project. • No new road cuts. Any road cuts allowed could require additional permit costs and shall be coordinated with Public Works. Public Works Standard Comments: • Handholes shall not be located within driplines of Heritage Trees (as defined by the Tree Ordinance). • Any proposed trenching shall not be within the dripline of trees. • If within a tree dripline, consult with the City of Fairhope Horticulturist before proceeding with earth work. • Trees shall not be negatively impacted. • The applicant shall provide drawings locating their utilities with other utilities and the sidewalks. Any boxes/handholes cannot be placed in sidewalks. The applicant shall review the sidewalk plan to determine if there are any conflicts. The applicant shall coordinate work with Richard D. Johnson, PE, Public Works Director, to resolve any potential conflicts. • All conduit/cable shall be placed at a depth from existing grade per industry and/or County Standards. A minimum horizontal and/or vertical clearance (separation) of 36” must be maintained from stormwater and utility infrastructures. No handholes, boxes, or other above ground infrastructure shall be installed within drainage easements. Pedestals shall be placed in a manner as to avoid obstructing visibility of motorists and to allow vehicles to exit the roadway during an emergency. No grade change shall result from the utility installation. 2 UR 21.02 AT&T – N. Summit Street – July 8, 2021 • The material under the sidewalk shall be compacted and the repair work shall be to the satisfaction of the Building Official or his designated representative. The applicant shall contact the Building Department for inspection prior to placing concrete. Code Enforcement Officer’s Standard Comments: • The applicant, or subcontractor, shall obtain a ROW permit from the City of Fairhope Building Department prior to beginning work. • Subcontractors shall have a current business license with the City of Fairhope and shall have a copy of the ROW permit available for review at all times, and shall be posted on site or in the window of contractor’s vehicles. • Any ROW cuts shall be stabilized (covered) at the end of each day and disturbed areas shall be re-vegetated with sod within ten (10) days of completion of the project. • Mulch / seed shall only be acceptable as temporary cover. • Sod shall be watered as needed to ensure survival. • Inlets shall be protected. • If site is within 100' of a critical area (wetland, etc.), no red soils/clay are allowed as fill material, per the City’s Red Clay/Soil Ordinance. Building Official’s Standard Comments: • BMP’s shall be installed at boring sites and trench locations. • Ground conditions in the ROW’s shall be returned to original preconstruction condition(s) or better. • All plans and permits shall be available for review at all times along with the City of Fairhope permit application. • If required, appropriate ALDOT or Baldwin County Highway Department permits shall be obtained prior to the issuance of a right-of-way (ROW) permit. • Contractor is advised to review and comply with the Building Official’s best practices flyer. Water and Sewer Standard Comments: • All existing utilities must be located, and proper separation shall be maintained between utilities. • All mechanical equipment shall be screened by painting the equipment Munsell Green. Natural Gas Standard Comments: • Contractor shall provide proper separation from the gas main and all other utilities. Additional Review Comments: The applicant is advised of the following: • Provide a Traffic Control Plan. • All utility markers shall not exceed 24” in height. • Provide Erosion Control Plan for large area disturbances. • Project shall be white lined, or white flagged for locators. • Contractor shall provide a point of contact for citizen questions/comments. • Dimensional drawings and specification sheets for all proposed handholes and boxes. • All contractors/subcontractors are subject to City of Fairhope Business License procedures. • The ROW permit shall be always kept with the contractor or subcontractor during site work. The ROW permit shall be posted on the job site or in the window of contractor(s) vehicle. 3 UR 21.02 AT&T – N. Summit Street – July 8, 2021 • No work shall begin until a ROW permit is issued by the City of Fairhope Building Department or other applicable jurisdiction (permit not valid until paid for and obtained by contractor). • A written notice (door hangers) must be distributed to each occupant affected by the proposed construction 5 days prior to any work commencing. • Contractor shall schedule post construction inspection upon completion to ensure restoration standards have been met. • No open trenches or pits allowed overnight without proper use of barricades, lighting, and fencing. This site shall comply with all State, Federal and local requirements, including, but not limited to the following City of Fairhope Ordinances: 1. City of Fairhope Wetland Ordinance (#1370), which regulates activity within 20' of wetlands. 2. City of Fairhope Red Soil & Clay Ordinance (#1423), which prohibits the use of red soil / clay within 100' of critical areas. 3. City of Fairhope Erosion and Sediment Control Ordinance (#1398). State and Federal permits shall be on file with the City of Fairhope Building Department, prior to the issuance of City of Fairhope permits. The applicant shall provide as-built profiles of the installed lines, showing the exact depth. The applicant shall provide full size plans (24”X36” or 11”x17” to correct scale) for this application and for future applications. Recommendation: Staff recommends approval of UR 21.02 subject to the following conditions: 1. Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. 2. At all street crossing locations, conduct potholing to determine exact location and elevation of existing utilities. Reflect the exact elevation of utilities and GPS coordinates of the pothole locations on a set of as-built drawings. a. An additional right-of-way permit may be required for the potholing procedures. 3. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the mapping technician for inclusion in GIS utility maps as needed. 4. Provide draft door hanger for approval at time of pre-construction. l ----------1~ £NU U rJ LI 1 Y~ ~ WORK J ' ('<;,') SI N II, l A A & IA A A ~ SPEED LI IT ~ ,-., r-L '.J J.. II, t A ' ISi I SI ' -I L_ LEGEND ,... Lone ■ Vertical Panel if""" • .... 1,,. Flaggcr Stat.rnn High level worn1ng de:v:xce Orum ~ Work 5poce TRAFFIC CONTROL PLAN JOB# 1AN00016N ' -NIA -25 H YPICAL SHOULDER ENCROACH NT (SIDE OF ROAD MAY VARYl FAIRHOPE AVE MAGNOLIA AVE N CHURCH ST N SUMMIT ST, N BAYVIEW ST, ATKINSON LN, OAK AVE, KlE~Ek ~T. POWELL AVE, NORlH AVE, BL Et~EY ~M,D G"N"V V" 'N, ATTSE PROPOSl:.D fEl:.EPHONI:. 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Penel r---9 Flogger-Stot.1on • Dr-um ~ Sign I Er«> I [Ci.aSTillJC ;i.a i -300' ~I -----------------1 -=-====z C/L------------------------------ - - -SPEED L M ~ r-: L.. ._) A. <A,) V 'l'RA FFIC CONTROL PLAN JOB# 1AN00016N tlill CuilSTiiUCT iilil 0 L€"i .-' 0 LO .-.. SPECD ! IM! T 2~ -1'7 ... WADWAY CH0SS!NG T S!DL '.:>T ~Ell --IYPICAL 25 MPH -SE[ DWG( S l 40, 46, 51 z8. 57 ATTSE PROPOSl:.D fEl:.EPHONI:. F ACll:.ITll:.S Qt~ RIGHT OF WAY OF City of Fairhope Traffic Control Plan Exchange: 251928 Llcsigner: Mttchell, Wade 251-471-8361 Authorization: iAN00016N Dwq. ~ of _fil__ CS') U1 C') ~ ~ t llili!!!'a t TRAFFIC CONTROL PLAN JOB# 1AN00016N LEGEND • Cone r ~ ~ Flaggoi-Sw .. 1on H1qh level weening device ROADWAY CROSSING -TYPICAL 25MPH IHROUGHOUl PROJ~c·1 AR~A ATTSE PROPOSl:.D fEl:.EPHONI:. F ACll:.ITll:.S Qt~ RIGHT OF WAY OF City of Fairhope Traffic Control Plan Exchange: 251928 Llcsigner: Mttchell, Wade 251-471-8361 Authorization: iAN00016N Dwq. _fil_ of _fil_ EleanorRoyalEdington Jacob Solon Kensley Hazel181Margaret Quail Creek Quail CreekParkerRebecca'SClubCovey RunBreckin Nandina Windmill City of FairhopePlanning Commission July 8, 2021 ¯Windmill 181SD 21.29 - Windmill Professional Park Minor Legend bc_base.SDE.RoadCenterlines COF Corp. Limits 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:Windmill Minor SubdivisionSite Data:1.48 acresProject Type:2-Lot Minor SubdivisionJurisdiction:Fairhope Planning JurisdictionZoning District:B-4PPIN Number:77607General Location: Northwest corner of the intersection of State Highway 181 and Windmill Road Surveyor of Record: Engineer of Record:S.E. CivilOwner / Developer:FST Provision Investments, LLCSchool District:Fairhope Elementary School Fairhope Middle and High Schools Recommendation:Approved w/ ConditionsPrepared by: Samara Walley t..J-1 f., -~~ l'I -f . .J.. ,~ i :\f r- I ~ \ .~ l;;f; ,rl r. -.... I I;'; }. ~ ~:- .-... •· . ,. .. :·:.,,·. > -~. (b) To acquire in any manner, subscribe for, purchase and invest in for cash or on margin, receive, hold, own, assign, transfer, sell or otherwise dispose of, endorse, create a security interest in, pledge, or otherwise deal in or with shares of stock (whether publicly or privately held) and bonds, mortgages, debentures, notes and other securities, obligations, contracts, and evidences of indebtedness of any corporation, association,. finn, individual, or government or subdivision thereof; to make payment therefore in any lawful manner; to possess and exercise in respect therefore all the--rights, powers, and privileges of individual owners or holders thereof, including the right to vote upon any thereof; and to do anything for the preservation, protection, improvement, or enhancement of the value of any such shares, borids, mortgages, debentures, notes, or other obligations, and to do anything designed for any such purpose; and ( c) In general, to take any and all ~tions, and to exercise any and all powers which it might now or hereafter be lawful for a limited liability company to do or exercise under the Act, or any act amendatory thereof or supplemental thereto that may be now or hereafter in force . ARTICLE FOUR REGISTERED OFFICE AND AGENT: The address of the initial registered office of the Company is as follows : 105 Willow Lake Drive Fairhope, AL 36532 And the name of the initial registered agent of the Company at said address is as follows: GEOFF LANE ARTICLE FIVE INITIAL MEMBERS: The names and mailing addresses of the Initial Members of the Company are as follows: Alise C. Lane 105 Willow Lake Drive Fairhope, AL 36532 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 initial Managers who shall serve until their successors are elected and begin serving are as follows: Geoff Lane 105 Willow Lake Drive Fairhope, 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 of whether such contracts, acquisitions and/or conveyances are, or are no4 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 21.29 Windmill Professional Park Subdivision – July 8, 2021 Summary of Request: Public hearing to consider the request of FST Provision Investments LLC for plat approve of Windmill Professional Park Subdivision, a 2-lot minor subdivision. The property is approximately 1.48 acres and is located at the northwest corner of the intersection of State Highway 181 and Windmill Road. Comments: The subject property is in Fairhope’s corporate limits and therefore must follow Fairhope’s Subdivision Regulations. The proposed subdivision according to Fairhope’s Subdivision Regulations is a minor subdivision and has been reviewed accordingly. It should be noted that the Planning Commission voted to approve an MOP (Multiple Occupancy Project) at this location at its June 7, 2021 Planning Commission meeting. The MOP will include 4 office buildings and parking on the 1.48 acre lot. The proposed subdivision does not include the building of any additional infrastructure or improvements therefore a tree protection plan, landscape plan, and other criteria required for a major subdivision is not applicable. The proposed subdivision did not trigger a traffic study. Concerning storm water runoff none of the existing flow patterns will be changed. Water, sewer, and gas is provided by the City of Fairhope. Baldwin EMC will provide electrical service. The plat illustrates the 2-lot subdivision at the corner of Windmill Road and Highway 181. A 5’ sidewalk has been illustrated along both street frontages. An existing fire hydrant is located just south of the subject properties. There is a 100’ highway construction setback along Highway 181. A note on the plat states the following, “Access for lots shall be restricted to Windmill Road or a private easement to Windmill Road. There shall be no ingress/egress to Windmill Road.” The note should be revised to state the following, “Access for lots shall be restricted to Windmill Road or a private easement to Windmill Road. There shall be no ingress/egress to Highway 181.” C."F -L,l•~E~ ~Ek:1 .. 1' F"CloJ>I:: C,.~ ,. r ~Df'E1 IIEl'i q r.ET OEr t -QCEf/ 8',J Iii~ ~leE F.\JI<~ *CF -•SE,;!~-f ruu~o ~ • TE\!·al•f!, ~Er1:J, t1 •W (R, • t'IE.;O'IO ~EW 8£•91 '<l. ~'!O Ol~T~r.tE cPI> -~\JC•lEl CLL511 C Cj;c[ F,/;i • I I.HT OF ~,Y ~ • w•5 wETtR ~ • P()\l[H P~l.£ ♦ -IIOCCO "'! T 'f -,t,:.lB ;.11 ~ -~•lE• V~LIE -... --"',OlHE ~C Pl'.IY,El?LI \E •-•--9 ~RB ~ H~X. ,1111£ FE•,'-E I I I L __ LOT 1 ~~t.t I,'. '"'"""'":ii'~ ''l°Ol'i:D BLX ';;."Ill-/ LOT 2 J/6<1~ S· ~--.l ~[ ,..,,.,. ~.,;_ .. 1:u:. I ~5 Pifi ,.~O',IEO li-..CG f'!.~.,iTJ _____ .:-~T· I I " 7 _ ·i i r 1 :.:,1.0 . I l <o ~I ~ j -•®'.'"~.::--;,:_~:-:-~:~~---~~::':>,•_,--=~--.. ~--__ --r~;;-_:t~L"';i1 ·•WINDMILL RD.~ -~,5 • PIJBl./C q/,1) ------ 8 I "1 ' ' '1, I 2 SD 21.29 Windmill Professional Park Subdivision – July 8, 2021 The subdivision regulations contain the following criteria in Article IV.B.2. Approval Standards: “2. Consistency with Plans, Regulations and Laws - The Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a. The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; • Meets b. The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; • Not applicable c. The proposed subdivision is not consistent with these Regulations; • Meets d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or • Meets e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” • Meets Recommendation: Staff recommends APPROVAL of SD 21.29 Windmill Professional Park Subdivision subject to the following conditions: 1. The lot access note shall be revised to state the following: “Access for lots shall be restricted to Windmill Road or a private easement to Windmill Road. There shall be no ingress/egress to Highway 181.” WINDMILL RD.ALABAMA HIGHWAY 181SITE 1" = 1 MILE VICINITY MAP FLOOD CERTIFICATE: SURVEYOR'S CERTIFICATE:SURVEYOR'S NOTES: LEGEND: 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.dwg 20200768 1"=30' CHKD.DED DRAWN DED BOUNDARY & PLAT OF SUBDIVISION 01530 60 30 SCALE LOT 1 LOT 2 CERTIFICATE OF LEASEHOLD OWNERSHIP CERTIFICATE OF NOTARY PUBLIC: CERTIFICATE OF OWNERSHIP CERTIFICATE OF NOTARY PUBLIC: WINDMILL PROFESSIONAL PARK A RESUBDIVISION OF LOT 1, UNIT THREE PECAN ORCHARD SUBDIVISION, MAPBOOK 11, PAGE 70 GENERAL NOTES: OWNER FAIRHOPE AL 36532 FAIRHOPE SINGLE TAX CORP.336 FAIRHOPE AVE. PARCEL NO.: 05-46-05-15-0-000-003.545 B-4 NONE 2 EXIST. CITY OF FAIRHOPE CITY OF FAIRHOPE CITY OF FAIRHOPE AT&T 1.48 AC. 32,655 SF 31,649 SF 60 FEET (H.C.S.) 20 FEET 10 FEET 10 FEET 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 BALDWIN E.M.C. CERTIFICATE OF APPROVAL BY AT&T LOT ACCESS CRF = CAPPED REBAR FOUND CRS = CAPPED REBAR SET OEPF = OPEN END IRON PIPE FOUND RBF = REBAR FOUND ♦ = TEMPORARY BENCH MARK (R) = RECORD DEED BEARING AND DISTANCE CPP = CORRUGATED PLASTIC PIPE R/W = RIGHT OF WAY ~ = GAS METER 'U.., = POWER POLE ; : :~~~;osT ~ = WATER VALVE = OVERHEAD POWER LINE = BARB & HOG WIRE FENCE ;:; .; 0 THE UNDERSIGNED, AS AUTHORIZED BY BALDWIN EWC HEREBY APPRO't'ES THE WITHIN PLAT FCA THE RECORDINC OF SAWE IN THE PROBATE OFFICE OF BALD't'IN COJNTY, ALABAWA, THIS DAY Cf" -----~2021 THE UNDERSIG:NED. AS AUTHORIZED BY ATilT HEREBY APPRO'A:S THE 't'ITHIN PLAT FOR THE RECORDING OF SAWE IN THE PROBATE OFFICE OF BALDWIN COU"-TY. ALABAWA. ms DAY~ -----~2021 CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (SEWER): ~~Fu ~~~E~~~~~·A:JR~~~o~~E~fH~N T~iA~IT;~\~~l~~~~DING ~~ISSAME IN DT:; ;;~OBA TE OFFICE OF BALDl'ii~o~~UNTY. ALABAMA. CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (WATER): THE UNDERSIGNED, AS AUTHCJ'IIZED BY ll1E CITY~ FAIRHCF'E UTILITIES HEREBY APPRO'A:S THE '!IITHI"-PLAT FOR THE RECORDING OF SAWE IN THE PROBATE CFFICE OF BALDWIN COUNTY. ALABA~A. THIS DAY OF-----~ 2021 CERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING DIRECTOR THIS PLAT HAS BEEN SUBMITTED TO AND CONSWERED BY THE CITY PLANNING COMMISSION OF FAIRHDPE, ALABAMA, AND IS APPROVED BY SUCH COMMISSION THE CITY OF FAIRHOPE PLANNING COMMISSION (R) 589'55'£ 313.06' ---, WE, FAIRHOPE SINGLE TAX CORPCFATION, AN ALABAWA CCFPORATION, HEREBY STATE THAT II£ ARE THE OWNERS CF THE LANDS DESCRIBED HEREON AND DO HEREBY DEDICATE ALL ROADS, STREETS, ALLEYWAYS AND EASEWENTS SHO\IIIN ON THIS PLAT TO THE PUBLIC ~ ... ES AS PRESIDENT A"-D ~~~RETARY HAVE CAUSED THE s~i~o BE ~~~~~~~ ~~~E~NUBs~f~~~T~s ~~g1cDAOTE~E:g;o:cl(~~l'IL~HDEGc:U~NSD AND ADOPT THE SAWE UNDER THE DESIG:N A"-D TITLE HEREO"-INDICATED DATED ll1IS THE ___________ DAY OF------~ FAIRHOPE ~NGLE TAX CORPORATION. AN ALABAMA CORPORATION BY:_As-,~TS~PR~Es~,o~EN~T------ BY: ___ SE_CR_ET_A_S, _____ _ STATE Of ALABAMA COUNTY OF BALD'MN I~~~~~= NOTARY PUBLIC IN AND FOR SAID COUNTY. IN SAID STATE. HEREBY CERTIFY THAT----~~~ >S PRESIDENT. AND~~~~~--~~ AS SECRETARY. OF FAIRHOPE SINGLE TAX CORPORATION. AN ALABAI.IA CCl'!PffiATION. AS o-.ER OF 111[ LANDS PLATTED HEREON IS SIGNED TO THE FOREGOING INSTRUWENT. A"-D WHO ARE KNOWN TO I.IE. ACKNO't'I..EDGED BEFffiE WE ~ THIS DAY THAT. BEl"-G I"-FORWED OF THE CO"-TENT CF THE INSTRUWENT. A"-0 IN THEIR CAPACITY AS SUCH O'!ll'NER AND '1111TH FULL AUTHORITY, EXECUTED THE SAi.iE VOLUNTARILY GIVEN UNDER MY HAND AND OFFICIAL SEAL THE OF _________ _ I I ! \ll'E, THE UNDERSIG:NED, ______ _ PRO\'ISION INVESTWENTS. LLC. PRCF'RIETOR(S) HA'A: CAUSED THE LAND EWBRACED IN THE \ll"ITHIN PLAT TO BE SUR't'EYED, LAID OUT AND PLATTED TO BE KNO'!ll'N AS WINDWILL PROFESSIONAL PARK. BALD'!IIIN COUNTY, ALABAWA, AND ll1AT THE STREETS AND EASE:WENTS, AS SHOWN ON SAID PLAT. ARE HEREBY DEDICATED TO ll1E US£ OF THE PUBLIC STATE Of ALABAMA COUNTY OF BALD\'11N '•----~ NOTARY PUBLIC IN AND FOR SAID COUNTY, IN SAID STATE, HEREBY CERTIFY THAT------~ AS WA"-AGER OF PROVISION IN't'ESTWENTS, LLC, o-.ER OF THE LANDS PLATTED HERE~ IS SIGNED TO THE FOOEGcrno INSTRUWENT, AND ll!'HO IS KN □-. TO WE, ACKNO'M..EDGc:D BEFORE WE ON THIS DAY THAT, BEING INFOR~ED OF THE CONTENT OF THE INSTRUWENT. AND AS SUCH LEASEHOLD OWNER AND Wlll-1 FULL AUTHORITY. EXECUTED THE SAWE ¥Ct.UNTARILY GIVEN UNDER MY HAND AND OFFICIAL SEAL THE DAY °'---------- ALL ~EASURE~ENTS \lr£RE ~ADE IN ACCORDANCE 'MTH U.S. STANDARDS THERE ~AY BE RECORDED ffi UNRECORDED DEEDS, EASE~ENTS, RIGHT-OF-WAYS, OR OTHER INSTRU~ENTS 'M-1ICH COULD AFFECT THE BOUNDARIES OF SAID PROPERTIES J THERE WAS NO ATTE~PT TO DETER~INE THE EXISTENCE, LOCATION, OR EXTENT OF ANY SUB-SURFACE FEATURES. 4 THE LINES REPRESENTING THE CENTERLINE AND RIGHT-OF-WAYS OF THE STREETS ARE SHO\llt', FOR VISUAL PURPOSES ONLY AND WERE NOT SURVEYED UNLESS RIGHT-OF-WAY ~ONU~ENTATION IS ALSO SHOWN. 5 SURVEY WAS CONDUCTED ON ~ARCH 25TH, 2019; AND IS RECORDED IN FIELD BOOK #322, AT PAGE ~J. AND IN AN ELECTRONIC DATA FILE. 6 BEARINGS SHO~ HERE~ ARE BASED ON STATE PLANE GRID COORDINATES, ALABA~A ~ST ZONE 0102 (NAO eJ DATU~) ALL GPS OOSERVATIONS WERE TAKEN USING REAL Tl~E KINE~ATIC GPS THIS SURYEY IS BASED UPON ~ONU~ENTATION FOUND IN PLACE AND DOES NOT PURPORT TO BE A RETRACE~ENT AND PROPffiTIONING OF THE ORIGINAL GOVt:RN~rnT SURVEY 9. THIS SURYEY HAS BEEN CO~PLETED IN ACCORDANCE W1TH THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA, EFFECTIVE JANUARY 1, 2017. 10 THIS PROPERTY LIES WITHIN ZONE ''X'' (UNSHADED) AS SCALED FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP OF BALDWIN COUNTY, ALABAMA, MAP NUMBER 01003C0663M, COMMUNITY NUMBER 010006, PANEL NUMBER 0663, SUFFIX M, MAP RE\llSED DATE APRIL 19, 2019 FOR THE LOCATION OF ALL UTILITIES, SEE CONSTRUCTION PLANS. STOR~WATER DETENTlrn AREAS ARE NOT THE RESPONSIBILITY OF CITY OF FAIRHCf'E TO ~AINTAIN ALL UTILITIES WILL BE CONSTRUCTED UNDERGROUND THERE IS DEDICATED HEREWITH A 10 FOOT UTILITY EASE~ENT ON ALL LOT Ll"-ES AND co~~ON AREAS ADJACENT TO THE RIGHT-OF-WAYS AND A 10 FOOT UTILITY EASE~ENT ON EACH SIDE OF LOT AND CO~UON AREA LINES, UNLESS OTHERWISE NOTED 5 THERE IS DEDICATED HEREWITH A 15 FOOT DRAINAGE EASE~ENT ALONG THE REAR LOT LINES OF ALL LOTS (UNLESS SHOWN OTHERWISE) AND A 10 FOOT DRAINAGE EASE~ENT ALONG ALL ~DE LOT LINES (5 FOOT OFF EACH SIDE). 6 NO FENCES OR STRUCTURES SHALL BE PLACED IN DRAINAGE OR UTILITY EASE~ENTS 7 A PROPERTY OWNERS' ASSOCIATION (POA) IS REQUIRED TO BE FOR~ED. THE POA IS REQUIRED TO ~AINTAIN ANY AND ALL STOR~ WATER FACILITIES AND STRUCTURES LOCATED OUTSIDE OF THE PUBLICLY ACCEPTED RIGHT-OF-WAY OIQ 11 I ~=-Jc-='""'P~· (- -\ [J SITE DATA STATE OF ALABAMA COUNTY OF BALDWIN WE, S.E. CIVIL, LLC, A FIRM OF LICENSED ENGINEERS AND LAND SURVEYORS OF FAIRHOPE, ALABAMA, HEREBY STATE THAT THE ABOVE IS A CORRECT MAP OR PLAT OF THE FOLLOWING DESCRIBED PROPERTY SITUATED IN BALDWIN COUNTY, ALABAMA, TO-WIT: LOT ONE (1), UNIT THREE (3), PECAN ORCHARD SUBDIVISION, AS PER ITS PLAT FILED FOR RECORD IN PROBATE RECORDS, BALDWIN COUNTY, ALABAMA IN MAP BOOK 11, PAGE 70: SECTION 15, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA. LESS AND EXCEPT LANDS HERETOFORE CONVEYED TO BALDWIN COUNTY, ALABAMA BY THAT RIGHT-OF-WAY DEED, RECORDED IN DEED BOOK 149, PAGE 263, PROBATE RECORDS, BALDWIN COUNTY, ALABAMA LANDS SURVEYED BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT: BEGINNING AT THE SOUTHWEST CORNER OF LOT 1, UNIT 3, PECAN ORCHARD SUBDIVISION, AS SHOWN BY MAP OR PLAT THEREOF, RECORDED IN MAP BOOK 11, PAGE 70, PROBATE RECORDS, BALD~N COUNTY, ALABAMA AND RUN THENCE NORTH 00·25'40" EAST, A DISTANCE OF 208.62 FEET TO THE NORTHWEST CORNER OF SAID LOT 1; THENCE RUN SOUTH 89 "33'46" EAST, A DISTANCE OF 313.06 FEET TO THE NORTHEAST CORNER OF SAID LOT 1 AND THE 'NEST RIGHT-OF-WAY OF STATE HIGHWAY 181: THENCE RUN SOUTH 00'26'40" WEST, ALONG THE WEST RIGHT-OF-WAY OF SAID ALABAMA HIGHWAY 181, A DISTANCE OF 171.63 FEET: THENCE RUN SOUTH 56'24'43'' WEST, A DISTANCE OF 66.20 FEET TO THE NORTH RIGHT-OF-WAY OF WINDMILL ROAD: THENCE RUN NORTH 59·33'05" WEST, ALONG THE NORTH RIGHT-OF-WAY OF SAID WINDMILL ROAD, A DISTANCE OF 258.20 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 1.48 ACRES, MORE OR LESS, AND LIES IN SECTION 15, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA. I HEREBY CERTIFY THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVE\1NG IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF ----~-Q_ 03-04-Z.021 S E CIVIL, LLC DATE DAVID E. DIEHL AL. P.L.S. NO. 26014 SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL Windmill Professional Park Adjacent Property Owners Parcel Number Pin Owner Name Address City State Zip 05-46-05-15-0-000-003 .544 14533 FST MPM INVESTMENTS LL C 7685 ST HWY 59 FOLEY AL 36535 05-46-05-15-0-000 -003 . 545 77607 FST PROVISION INVESTMENTS LL C 19947 ST HWY 181 FAIRHOPE AL 36532 05-46-05-22-0-000-001.516 14991 FST MANIFOLD, SIMONE M 9950 WINDMILL ROAD FAIRHOPE AL 36532 05-46-05-22-0-000-001. 694 254645 FST MANIFOLD, BENJAMIN LAWRENCE ETUX MIA 9940 WINDMILL RD FAIRHOPE AL 36532 05 -46-05-22-0-000-001.695 262315 FST MASON, DON E ETUX BARBARA G 5 COLONEL WINK DR GULFPORT MS 39507 05-46-06-14-0-000-001.533 77292 FST SWEETWATER INVESTMENTS LL C 20040 ST HWY 181 Suite D FAIRHOPE AL 36532 0 5-46-06-23 -0 -000-009 . 000 29835 WALKER, LINDA R 8800 MORPHY AVE FAIRHOPE AL 36532 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: Windmill Professional Park - Fire Flow Test Dear Jason: We have historical data for the fire flow at the corner of Windmill and SR 181 for a previous project we did in this area. Below are the results from that test. The static and residual hydrant is the hydrant at the SW corner of Windmill Road and SR 181. The flow hydrant was located on Windmill Road. Static Pressure – 52 psi Residual Pressure – 48 psi Pitot Pressure – 25 psi Flow – 840 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 = 840 gpm hr = 52 psi – 20 psi = 33 psi hf = 52 psi – 48 psi = 4 psi hr0.54 = 6.50 hf 0.54 = 2.11 Qr = 840 gpm x (6.50/2.11) = 2581 gpm Civil ..., Engineering & Surveying Based on the above calculations, the calculated fire flow at a residual pressure of 20 psi is 2581 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 880 Holcomb B lvd, Suite 2F Fairhope, Alabama 36532 251 -990 -6566 April 21 , 2021 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, AL 36532 _ _, Civil Engineering & Surveying Re: Windmill Professional Park -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 overall development consists of four office buildings totaling 8,344 sf. When plugging this size office into the ITE Trip Generation Report, we come up with 92 daily trips and 12 peak hour trips. This does not meet the threshold for a traffic study. Please refer to the attached ITE Trip Generation Report. lf you have any questions, please let me know, Sincerely, Larry Smith, PE larry@secivil.pro 880 Holcomb Blvd, Suite 2F Fairhope, Alabama 36532 251-990-6566 MERSHON STF A IRWOOD B L VD BROWN STFAIRHOPE AV JOHNSON AVSCHOOL STSTIMPSON AV CALL STSCHOOL STASHLEY DRBELLANGEE ST BELLANGEE ST City of FairhopePlanning Commission July 8, 2021 ¯MERSHON STFAIRHOPE AV JOHNSON AV SD 21.31 - Melanies Place Legend bc_base.GIS1.bc_base_GIS1_Planimetric_centerlines_96 COF Corp. Limits B-2 - General Business District B-4 - Business and Professional District R-1 - Low Density Single-Family R-2 - Medium Density Single-Family R-4 - Low Density Multi-Family COF Planning Jurisdiction ¯ ¯ ^ Project Name:MELANIEs PLACESite Data:1.07 acresProject Type:4-Lot Minor SubdivisionJurisdiction:Fairhope Planning JurisdictionZoning District:R-2PPIN Number:15312General Location:Southwest corner of the intersection of Fairhope Ave. and Mershon St. Surveyor of Record:Seth MooreEngineer of Record:N/AOwner / Developer:Ron and Melanie JohnsonSchool District:Fairhope West Elementary, Middle and High Schools Recommendation:Approved w/ ConditionsPrepared by: Mike Jeffries 1 SD 21.31 Melanies Place– July 8, 2021 Summary of Request: The owner is FST Ron and Melanie Johnson. Seth Moore with Moore Surveying, Inc is the authorized agent for the project. This application is for a 4-lot minor subdivision located on the southwest corner of the intersection of Fairhope Ave. and Mershon St. The property is currently zoned R-2 and has been reviewed for compliance with the City of Fairhope’s Subdivision Regulations and applicable ordinances. General Comments: - Sidewalks are required to be built along Mershon St. and Johnson Ave. o Plat shall not be signed until sidewalk is completed and inspected by Building Department. - Lot 4 has restricted access and is noted on the plat. - Staff recommends an extension to record the final plat due to current delays in materials. Drainage Comments: - The existing flow patterns are not being changed. Utility Comments: - Water, Sewer, Gas, and Electrical Utilities are provided by Fairhope. SITE DATA: 1. To tal Nu m ber of Lo ts 4, Pro j ec t Size 1.07 +/-Acres L ot Si ze 11,096 + /-Squar e Feet Lar gest Lo t 13,496 + /-Sq uare Fee t 2. Th e Lots ar e se r ved by A T & T Com mu ni ca ti o ns (BEL LSO UTH) -T elep hone, Cit y of Fair hope Water, Gas, Powe r, Sewe r 3 . Pro pert y li es Ins id e t he City of Fairh ope . 4. Pr ope rt y is Zoned R-2. Mini mu m Buildi ng Se tback s F RO NT 35 Feet REAR 35 Feet SIDE 10 F ee t Un less Oth erw i se No t ed Her eo n. 5. Th er e i s a 15-foo t wide Drai na ge & Utility Ea sement Bein g 7.5 -fe et o n ea ch s id e o f s ide lo t lines . NO NEW Str ee t s o r Utili ty Li nes this Pr o j ec t at t his t i me. Easemen t s ar e as shown he r eo n. FL OOD CER TIFI CA TE : I also state t hat I ha ve exa min ed th e cur r ent FIA Offic ial Fl ood Ha zard Map , Communi t y Nu m b er O 10006, Pa nel Nu mber 0644 M, ( 01003C0644 M) and fou nd re fe renced lo t ab ove li es in Fl oo d Zone X, Map Dated Apr il 19, 20 19 . LOT 4 SHALL ONLY BE ACCESSED FROM MERSHON STREET 2 SD 21.31 Melanies Place– July 8, 2021 The subdivision regulations contain the following criteria in Article IV.B.2. Approval Standards: “2. Consistency with Plans, Regulations and Laws - The Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a. The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; • Meets b. The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; • Meets c. The proposed subdivision is not consistent with these Regulations; • Meets d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or • Meets e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” • Meets Staff Recommendation: Approve with the following conditions: 1. Inspection and approval of completed sidewalks along Mershon St. and Johnson Ave by City of Fairhope Building Department. 2. Extension of recording the Final Plat from 60 days to 180 days to allow for completion of sidewalk. - ---- /PUUP4DBMF#4-#VJMEJOH4FUCBDL-JOFOWNERS CERTIFICATE: ST A TE OF ALABAMA) BALDWIN COUNTY) CITY OF FAIRHOPE) We, Fairhope Single Tax Corporation, hereby state that we are the owners of the within described lands. I, Lee 0. Turner, II, whose name as President and Ruben E. (Ed) Davidson, Ill, whose name as SECRETARY, do hereby acknowledge and adopt the same under the design and title hereon indicated; and grant all easements and dedicate all streets, alleys, walls, parks, and other open spaces to public or private use as noted, together with such restrictions and convenants covenants noted below or attached in a separate legal document. Dated this the ____ day of ___________ 20_ FAIRHOPE SINGLE TAX CORPORATION Lee 0. Turner, II, PRESIDENT Ruben E. (Ed) Davidson, Ill, SECRET ARY NOT ARY CERTIFICATE: _____________ a Notary Public in and for said State and County, hereby certify that Lee 0. Turner, II, whose name as President and Ruben E. (Ed) Davidson, Ill, whose name as SECRETARY, of FAIR HOPE SINGLE TAX CORPORATION, on Alabama Corporation, as signed to the foregoing certificate, and who are known to me, acknowledged before me on this day, that being informed of the contents of the certificate, that they as such officers and with full authority executed the same voluntarily for and as an act of said corporation. Given under my hand and official seal this the ___ day of __________ 20_ Notary Public Baldwin County, Alabama My Commission Expires LESSEE S CERTIFICATE OF ACCEPTANCE, ST ATE OF ALABAMA) COUNTY OF BALDWIN) TELEPHONE COMPANY CERTIFICATE: The undersigned, as authorized by --------~ hereby approves the within plat for the recording of same in the Office of the Judge of Probate, Baldwin County, Alabama, this the ____ day of ______ 20_. Authorized representative A DRAINAGE PLAN, BY AN ALABAMA REGISTERED ENGINEER, SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE CITY OF FAIRHOPE ORDINANCES AND ALABAMA DEPARTMENT ENVIRONMENTAL MANAGEMENT REQUIREMENTS AS PER THE 2016 HANDBOOK (ADEM)OR LATEST VERSION. BUILDING SETBACKS ARE DETERMINED BY THE CITY OF F ARIHOPE ZONING ORDINANCE, THE PRESENT ZONING IS R-2 THE FINISH FLOOR ELEVATION JS AS SHOWN OR SHALL BE NO LESS THAN 15-INCHES HIGHER THAN THE HIGHEST ELEVATION NEXT TO THE RESIDENCE. O' 50' 100' GRAPHIC SCALE 1" = 30' (I Back of Gutter Found Nail in Tree Root N 89° 46' 45" W 585.29' Msd to Open Tap Pipe FAIRHOPE A VENUE 80' Right-of-way Paved 3-lane Street Existing Sidewalk S 89° 45' 00" E 148.21' 1___ 10' DrairiQ9_e & Utiliti'...._Easement _____ 7 ,-~-'ilil<-"""•1....ll.S!. ______ 1 I , LOT 4 , I I 13F4:~ ~~~;,Feet I I '' ' I~ l ~\ This is to certify that, RONALD E. JOHNSON AND MELANIE C. JOHNSON the undersigned do hereby Lessee of the within platted and described lands and that We have caused the same certify that We are the i~ --~ i I i: ~j I ~ 0'.1 I ,; ... to be surveyed and subdivided as indicated hereon, for the uses and purposes herein set forth and do hereby acknowledge and adopt the same under the design and title heron indicated, and grant all easements and dedicate all Streets, to the public or as private uses as noted on this plat. Ronald E. Johnson Melanie C. Johnson NOT ARY PUBLIC: ST A TE OF ALABAMA) COUNTY OF BALDWIN) Date: Date: Notary Public -Baldwin County, Alabama. My Commission Expires: __________ _ CERTIFICATE OF APPROVAL OF UTILITIES BY CITY OF FAIRHOPE for GAS, POWER, SEWER & WATER: The undersigned, as authorized by The City of Fairhope, hereby approves the within plat for the recording of same in the Office of the Judge of Probate.Baldwin County, Alabama, this the ___ day of ------~ Authorized Representative GAS Authorized Representative POWER 05-46-03-37-0-00B-006.510 PIN: 64694 FST ECUMENICAL MINISTRIES INC PO BOX 1103 F Al RHO PE AL 36533 ZONED R-2 COMMEROAL USAGE u 00 " ' " 0 cxi "' Found Steel Rad in Open Top Pipe 0 i ~ ~~~Jr~cE ~ i I i ~-~ I ___ L--==-=--"=--=-= 10' BSL _ _J ___ J r,,..15' Drainage & Utility Easement 7.5' I ,... z 0 p.. L '--S 89° 45' 00" E 148.00' 7.5' ~ I ,--10' BSL 7 I " ii j LOT 3 j I ; ~I I~ 11,096 Square Feet ~I I Cl Q) I , FFE 106.5' 1 11] ~ JI I~ ~I 1~ ~I 1' j 1.:: "I ' ' L~ ~~ __ J __________ ,o_:_~~-_J ____ j5 B.06' i , N 89° 45' 00" W 147.87' 7.5' I ! ~ ~ i __ l_S'r_Dcei~• & ~::;~~:semect =-1 75' -1; 0 I I LOT 2 j :i ~// II j ...J 11,096 Square Feet I I~ 8 U1 uJ I .,; I j : FFE 107.5' ~ j I ~ I / 05-46-03-37-0-008-006.504 PIN: 14400 FST HARDIN, PHILIP K & HARDIN, KARLA 563 JOHNSON AVE FAIRHOPE AL 36532 ZONED R-2 RESIDENTIAL USAGE /! FoundSteelRod0.13' North of Set Re-bar & Cap (/ N 89° 45' 00" W 415.71' Msd to Concrete Monument "' 0 :li 0 0 OJ 0 0 z I i ~ ~ '1 I 11 I ' , I ~--l-=--==--=10' BSL_=.:...---=-=_J ___ J I S 89° 45' 00" E 148.04' 7-5' , i I 7.5' 15' Drainage & Utility Easement / I r--r--==10' BSL -:--=c:--=-=--7 ---7 I i ~ ~ i I I j~ LOT -j lg I , ~ 11~~~ ~~~.;,Feet ~ 1 I ~ I ! I I I I 20' Side Street BSL _J I I ----------------I L _____________________ ~ 10' Drainage & Utility Easement N 89° 45' 00" W 148.20' Found Steel Ro, EdqeofStreet 50' Right-of-way Paved Street I I JOHNSON A VENUE )::(' 0 Sewer l.tonhole Judge of Probate Stamp 150' VICINITY MAP SURVEYORS NOTES: SITE DATA: 1 Al measurements were made in accordance with U.S. St□nd□rds. 1. T otol Number of Lots 4, Project Size 1.07+/-Acres Lat Size 11,096+/-Square Feet Largest Lat 13,496+/-Square Feet 2. The Lats ore served by AT & T Communications (BELLSOUTH) -Telephone, City of Fairhope Water, Gas, Power, Sewer 3. Property lies Inside the City of Fairhope. 4. Property is Zoned R-2. Minimum Building Setbacks FRONT 35 Feet REAR 35 Feet SIDE 10 Feet Unless Otherwise Noted Hereon. 5. There is a 15-foot wide Drainage & Utility Easement Being 7.5-feet on each side of side lot lines. NO NEW Streets or Utility Lines this Project at this time. Easements ore as shown hereon. FLOOD CERTIFICATE: I also state that I have examined the current FIA Official Flood Hazard Mop, Corrmunity Number 010006, Panel NLKT1ber 0644 M, (01003C0644 M) and found referenced lot above lies in Flood Zone X, Map Dated April 19, 2019. LOT 4 SHALL ONLY BE ACCESSED FROM MERSHON STREET LEGAL DESCRIPTION, Description as furnished by Client. There may be Recorded ar Unrecorded Deeds, Easements, right-of-ways, or other instruments that could affect the Boundaries af said properties. 4 There was NO attempt to determine the existence, location or extent of any Sub-surface feotures such as Septic T□nks, Underground Utilities, Footings. etc. 5 Beorings and Distances shown hereon were "Computed" from actual field traverses. 6 The Bosis of Beorings for this Survey are Based on Grid North as established by G. P. S. Real Time Network R. T. K., referenced to NAO 1983, Alabama West Zone. 7 There was NO attempt made ta locate any Environmental issues such as but not limited to Wet Lands, Fuel Tanks, etc. 8 Owner Must Verify Wetlands Location if Shown on Survey with the proper authorities before any construction is to be started. 9 Refer la Recorded Deeds, Plats, Restrictive Covenants for any additional Information. 10 Measurements of the Residence are exterior dimensions and are not to be used for calculating square footage of Residence. 1 1 Flood Zanes are scaled from the current FEMA maps. 12 Limits of proposed Residence ta be staked are as per clients instructions. 13 Verify any Buildin~ Setbacks and Building location with the proper authorities before any construction can begin. 14 This Plat or Mop is the property of Moore surveying Inc. and Seth Moore. It is Solely for the use of the Client Named hereon and may not be used by a Third Party. 15 This Survey is Valid for 30 days from the date of survey and it is NOT Transferable to a Third Party and may NOT be used for any other purpose without prior written consent from Moore Surveyin;i Inc., or Seth Moore. 16. This Survey is based upon existing monumentation found as hereon states and does not purport to represent a retrocement of the Government Survey. BEGINNING at the intersection of the South Right-of-way line of Fairhope Avenue and the West Right-of-way line of Mershon Street in the City of Fairhope, Alabama, run South 00 degrees 10 minutes 20 seconds West, alon~ smd West Right-of-way line a distance of 300.16 feet to an iron pin marker at the intersection os said West Right-of-way with the North Right-of-way line of Johnson Avenue; thence run North 89 degrees 45 minutes 00 seconds West, a distnace of 148.20 feet to an iron pin marker on the East property line of the Re-plat of pert of Block 35 as per its plat recorded on Slide 2573-C in the Judge of Probate's Office, Baldwin County, Alabama; thence run North 00 degrees 18 minutes 00 seconds East, along said East property line a distance of 158.06 feet to an iron pin marker; thence run North 00 degrees 02 minutes 40 seconds East, a distance of 158.07 feet to a nail in a tree root lying on the South Right-of-way line; thence run South 89 degrees 45 minutes 00 seconds East, along said South Right-of-way line a distance of 148.21 feet to the POINT OF BEGINNING. I, Seth W. Moore, a Licensed Professional Land Surveyor, hereby state that all parts of this survey and drawing have been completed in accordance with the requirements by the Standards of Practice for Land Surveying in the State of Alabama to the best of my Knowledge, information and belief, this is a true and correct map. ~i2~~cording to my survey made this the ___ day of ___ _ I also state that this drawing and or certification does not reflect any title or easement research, other than what is visible on the ground or provided by the clients at time of survey. Seth W. Moore, P.L.S. Ala. Reg. No. 16671 Authorized Representative WATER & SEWER Existing Fire Hydrant r CERTIFICATE OF APPROVAL BY THE CITY OF FAIR HOPE PLANNING COMMISSION A:~ ~,. ____ "' MOORE SURVEYING, INC. •·-}A_BLANIES PLACE .......... .-JOB NO. 2021 93 ---This plat has been submitted to and considered by the City of Fairhope PROFESSIONAL LAND SURVEYING =· DATE 4/12/2021 Planning Commission and is hereby approved. "' ~--z fC•f--FIELD WORK A RE-PLAT OF PART OF BLOCK 35, DIVISION 4 i:a.::iR--DA.TE 4/09 Dated this the __ day al 20_ 555 NORTH SECTION STREET, " __ ..,....,.._ "' FAIRHOPE, ALABAMA 36532 .., TU•T-DR.ill'N BY ISWM FAIRHOPE SINGLE TAX CORPORATION LANDS ., ___ PHONE (251) 928 -6777 =· SCALE ,_,_,_ -~ 1" = 30' \.. Secretary or Authorized Representative Email mooresurveying@bellsouth.net ..,_, __ l'ln REVISIONS Property Lies in Block 35, Division 4, in Section 17, T -6-S, R-2-E ,) v-~ -~ r r I) Found Nail in Tree Root N 89° 46' 45" W 585.29' Msd to Open Top Pipe 0 " " 0 CJ 0 z Found Steel Rod in Open Top Pipe O' 50' 100' GRAPHIC SCALE 1" = 30' FAIRHOPE A VENUE 80' Right-of-way Pov<'!d 3-lane Street Exfsti"" Si S 89" 45' 00" E 148.21' I 10' Drcingg_e & Utility_Easement ~ ,------7 ~ I I_ZQ'.__Sj_Q_L~~liS1-______ l ~ \_ I , LOT 4 , ~ I\" I I 13F4;; ~~~;,Feet I ~ I \ i i~ ~--~ ) ~ ~ \ I I in EXISTING ID I E-t i in RESIDENCE :iii i § I\ ii~-------' i [o. \ I --l ___________ 1Q'__B'e'c_ _ _J ___ J I r,...15' Drainage lie Utility Easement 7.5' I \ L':-__ S 89° 45' 00" E 148.00' 7.5' I i j----------i6'ssc_7 ____ j I jl I I [ 100 \ ;t •I , LOT 3 , I 1 :;; w I ' FFE 106.5' m, I~~ I1 liil ii! 1! ;-, ~I 1' I I~ <O "' [ ' ' I~ n E-t g J1I I~ 11,096 Square Feet uJI I ~ ; -~ l 10' BSL I I~ ,< _____ _,,B.06' I -;::---N-8~-~-0-;;;,-; 14787'-_ ~;-----j O e-, 8 a:i "' 0 0 ix, 0 0 z ~ '--15• Drai~e &: Utili!i'._Easement ---7-5' -~~ ~ II rJl ! 1 r-10· BSL ---1 1~ i I L O T 2 [ [! g / ~ j I 1' lo O U) V :Z:: ' I uJ 11,096 Square Feet ....J j 1~ ~ ; 00 ~ I i: FFE 107.5' :i I ~v ~ i i [ n n' i 1 "" -I ' ! I ~ I 1 _____ 10' BSL _______ _J I ~ i S 89° 45' DO" E 148.04' 7-5' , I I 7.5' 15' Drainage & Utility Easement__,/ I ~ I I ; 1 r-----10-as, -------1 1 ~ I I ' I I 'g vi I I I I -1~1~Sq~ore ~eet : i I ~ I ,ill FFE109.5' nl, I,_ •• II ! , II -~ fl I I 20' Side Stmt BSL _J I ]; ~~ I --- ---I ,~ ~~ 150' 60"x60"FkltLanding __ Require,jo!EndofRomp I\ Edge of Pavement ~ NTS Found Steel Rod 0.13' North of L _____________________ _j ~i :... <r-------------~'-f-:/1,,.-_______ s,_,_,,_-_b,_, _•_c-'-"'--------b----'-D'_o,_,;_,,_,,_•_u_til-ity_E,_,._m_,_''-----'-"'===-11, i• I / ;:' Found Steel Rod ALL SIDEWALKS AND RAMP SLOPES SHALL MEET ADA REQUIREMENTS SIDEWALKS SHALL RAMP DOWN TO THE EXISTING ASPHALT. -u N ago 45' QQ" W 415.71' Msd Exi■tin,;i Weed H""dwml (R~~~ Wood Walk N 89° 45' QQ" W 148.20' -4" Thick r.cncrete to Concrete Monument ar,a,._:__,~:'"'_5~~~=~'"~-~~-~~m~,....,~====~~~~~=E~~I~' 6-Truncoted Dorne Surface Per ADA _ '4' O Fereol Color #20109 Concrete 5" Thick Continusoous-{" <"'~$ Sewer Manhole 50' Right-of-way Paved Street Poor No Joints from edge of o ~~~•r:~ to lntor-,ticn I ',<, JOHNSON A VENUE MOORE SURVEYING, INC. PROFESSIONAL LAND SURVEYING 555 NORTH SECTION STREET, FAIRHOPE, ALABAMA 36532 PHONE (251) 92B -6777 Email mooresurveyingObellsouth.11.et '• ,.,, .,, ~"' Existing Fire Hydrant JOB NO. DATE rIELD ll'ORX DATE DRAWN BY SCALE REVISIONS 2021 93 4/12/2021 4/09 l<WM 1" -30' SIDEWALK PLAN A RE-PLAT OF PART OF BLOCK 35, DIVISION 4 FAIRHOPE SINGLE TAX CORPORATION LANDS Property Lies in Block 35, Division 4, in Section 17, T-6-S, R-2-E BARTON & SHUMER ENGINEERING, LLC 3213 MIDTOWN PARK SOUTH MOBILE, AL 36606 251.219.4942 www.bartoneng.com May 17, 2021 Hunter Simmons City Planner City of Fairhope 161 N. Section Street Fairhope, AL 36532 RE: Melanie’s Place Subdivision This subdivision consists of four (4) lots with access to Mershon Street between Fairhope Avenue and Johnson Avenue. Due to the scale of this project, current level of traffic along Mershon Street in this location, and the number of peak hour trips generated, this development will not adversely impact the traffic and a traffic study is not warranted. If you have any questions or require additional information, please let me know. Respectfully Submitted, Barton & Shumer Engineering, LLC David M. Shumer, P.E. Alabama P.E. No. 24109 TWIN BEECH RD SECTION STGARRISON BLVDGREENO RDPIR AT E DRB L O OMSBURY AV DUNKER AV SO UTH L AN D BLVD MANLEY RDDECONSTANT PLBRACY LNMALONE RDLEONARD VAUGHNLN FARRINGDON BLVD PALE MOON CTINGLESIDE AVHOUSTON AVYOUNG STBELL RDDENTONRDFRANK SLEDGE LNELLINGTON AV GUARISCO LNCHARLESTON L OOPBRODBECK LN DOVE LN City of FairhopePlanning Commission July 8, 2021 ¯GARRISON BLVDDOVE LN B L O O M S B U R Y AV C H ARLESTON LOOP SD 21.36 - Old Battles Village, Phase 6 Legend COF Corp. Limits PUD - Planned Unit Development R-1 - Low Density Single-Family R-5 - High Density Dwelling Residential TR - Tourist Resort COF Planning Jurisdiction ¯ ¯ ^ Project Name:Old Battles Village Phase 6Site Data:12.37 acresProject Type:36-lot SubdivisionJurisdiction:Fairhope Planning JurisdictionZoning District:PUDPPIN Number:380062General Location:North side of Phase 5 of the Hamlet At Old Battles VillageSurveyor of Record: Engineer of Record:DewberryOwner / Developer:68V OBV 2020, LLCSchool District:Fairhope Elementary School Fairhope Middle and High Schools Recommendation:Approved w/ ConditionsPrepared by: Samara Walley 1 SD 21.36 Old Battles Village, Phase 6 – July 8, 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 a preliminary plat application is for a 36-lot subdivision located on the north side of phase 5 of the Hamlet At Old Battles Village. Phase 6 must be built in substantial conformance to the approved PUD site plan for this property. Phase 6 of the original PUD (ZC 16.03) included 46 lots. The PUD was later amended (ZC 18.06) and Phase 6 now includes 36-lots. Comments: The applicant has submitted plans illustrating the 36- lot division. Phase 6 directly connects to Phase 3 to the east and directly abuts Phase 5, The Hamlet, to the south. Interior sidewalks are illustrated on the preliminary plat for the subject. Two common areas are illustrated. One common area abuts lots 280-285 to the north. The other common area is located in the center of the development between lots 290-301. Wetlands and wetland buffer signage is located along the northeast corner of Phase 6 development. It was determined by Staff that a wetland delineation or wetland report was not required for this phase. Original PUD Amended PUD ---:.i=."t.:.-,:.."'1=::et_ 't""""'""---.---:-:-----:-:;:=;:a=:;::~-::------;::--7 ;:,_ ::r:.~ ::.,:r::_ __ ::=-.:~==~ NMr.1 ,, .. ,~. ~.:~~~!:,,.., I -I.Cll"--11'11-tod:tUlOJ j -*~= ._:;_..., ----- ~=--~-.r---• ·-•• ,\ \.~' --0'--~ 1\ -=:~: ---- 1:~· ,QI -~-\~ '::....... 1_:_ - L ' - I • ,_ -z~.:;... • . .;;. l r ~ !f- ' -·__::~~·,.,.......,, ,.-.] : OU<Ba;kso/iffaae1 .. -!I --~-. .... ;11'f.i,mt/Vnit([)n.'tfi>pmtn? ,,. I lll,~~~ L_ __________ _. """"'" S: ;.~ at._,.,. :ZOIIIM'P9.X, -u:.sfW!l\lllaall ~..,:wi ~~" -u..:.t2'>M:~I IOW-W!elC('"" ~~=~~~ -,a'IID.ll'l.do121·1<11 s1u.r:, ..... 2 ~~7~~::: 2 SD 21.36 Old Battles Village, Phase 6 – July 8, 2021 All infrastructure, including roadways, drainage, and utilities, shall be constructed in accordance to the most restrictive standards of the County and the City of Fairhope and/ or the respective utility companies. Phase 6 of this development has gas, water, and sewer service availability through the City of Fairhope. Electrical service is available through Riviera Utilities. A landscape plan was provided illustrating street trees. The final approval of the landscape plan shall be required by the Director of Planning and Zoning. Below is the site data table. 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 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 SI TE DATA ZONED :PUD I I I I LIN. FT . STREETS : 1,986 L.F . NUMBER OF LOTS: 36 SMALLEST LOT: 11 ,208 SF LARGEST LOT: 14 ,928 SF COMMON AREAS: 0.55 AC. TOTAL AREA: 12 .37 AC . DENSITY: 2.91 DU /AC PRINC IPAL BUILD ING STANDARDS BUILD ING HEIGHT: 30' MAX. ALLOWABLE LOT COVERAGE : 37 % REQUIRED SETBACKS : FRONT: 30 FEET REAR : 25 FEET SIDE: 10 FEET STREET SIDE : 20 FEET -• -- ACCESSORY BU ILDING STANDARDS BU ILDING HE IGHT: 30' MAX. TOTAL LOT COVERAGE: 25 % OF THE REQUIRED REAR YARD REQU IRED SETBACKS (LOCATED IN REAR YARD ONLY) REAR : 5 FEET (SEE GENERAL NOTE 9) SIDE : 10 FEET STREET SIDE : 20 FEET WATER SERVICE : CITY OF FAIRHOPE SEWER SERVICE : CITY OF FAIRHOPE ELECTRIC SERVICE: RIV IERA UTI LIT IES TELEPHONE SERV ICE: AT&T GAS SERVICE : C ITY OF FAIRHOPE 3 SD 21.36 Old Battles Village, Phase 6 – July 8, 2021 Recommendation: Staff recommends APPROVAL SD 21.36 Old Battles Village Phase 6 Preliminary Plat subject to the following conditions: 1. Updated O&M plan shall be required at Final Plat that considers phases 2-6. 2. All infrastructure, including roadways, drainage, and utilities, shall be constructed in accordance to City of Fairhope standards. 3. Prior to scheduling of a pre-construction meeting, construction documents shall be submitted to Fairhope Building Department along with permit application. COMMON AREA 14 (DRAINAGE) COMMON AREA 15 (DRAINAGE) 267268269273 281 282 266 275 291 280 274 270 277 288 284 278 271 279 299 285 276 272 286 292293 283 301 295 298 300 287 289 297 290294 296 A Planned Unit Development Phase SixOld Battles Village B AAMALA MAGERITOVICRL.N251.990.9950 fax 251.990-9910 25353 Friendship Road Daphne, AL 36526 SITE DATA 10 FEET 25 FEET 30 FEET 11,208 SF 14,928 SF 12.37 AC. AT&T RIVIERA UTILITIES CITY OF FAIRHOPE CITY OF FAIRHOPE 1,986 L.F. 36 0.55 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 STANDARDS REQUIRED SETBACKS: MAX. ALLOWABLE LOT COVERAGE: 37% BUILDING HEIGHT: 30' 10 FEET 5 FEET (SEE GENERAL NOTE 9)REAR: SIDE: (LOCATED IN REAR YARD ONLY) 20 FEETSTREET SIDE: ACCESSORY BUILDING STANDARDS REQUIRED SETBACKS: MAX. TOTAL LOT COVERAGE: BUILDING HEIGHT: 30' 25% OF THE REQUIRED REAR YARD ZONED: PUD 2.91 DU/ACDENSITY: W:\NATHAN\50125058-OLD BATTLES VILLAGE PH 4A & 6\PLN\PHASE 6\50125058PRELIM_PH 6.dwg, 6/10/2021 11:48:19 AM 1!480 SF 0.26 AC 8 2.00' 82 .00' ls2 .00' 8 2.00' \"480 1°26 AC I -- I 2.00 182.00' ~----------; ---i ---- ~ i 3 ~ t , :\. 145 .illl'. ______ ,,i:: '~':.'.f ii ·~-:: ,r I } / ·~-:: rc i I t':l rc g I i '"-'.:'' SF ~ ~ I ~ : I ~ i l \,0 ,c ----------· J [ ___ L __ _ oo· 12s.il • n.oo· s2.oo· s 2.o o· • , ' .• , '< • ; .•• ,.,,. ' • .• ' •• -·~ ,d QO' I fil ---~-----_________ __)_ ____ _ \ NB9'50'51 " 686.00' (50 , 91.00' 82.00' s2.oo· 82.00' -s.oo' \ J 0 P. ~ I! IL_ __ _ 12740 SF U.29 AC 114&1 ST 0.26AC 82.00' 82 .00' --~~~O'/ --j_ -- -I ;AMLET A T ! I 241 I \ "' 24 0 "' \. ------- -- ),'' --------._____J / 2.39 CERT/FICA TE OF OWNER'S ACCEPTANCE OLD B~rfL ES VILL A GE, PHASE/FIVE _,/ (SLIDE 2679-E) • ; 241'/: 2 44 , 245 I ' ' L ____ ; __ CHARLESTON LOOP 260 259 CERTIFICATE OF APPROVAL BY THE FA IRHOPE PLANNIN G COMMI SSION I 1:;f'l .,.I o,~··.1cosu, _. I\) At\1; :;:)\!,1; i 1; IY I :;1 Y f' ANt\N'. .A f':.A ►.I A , A'n q A.">f'R01Fr. ~y ~l.t.-tm·►.i ;s ml 246 248 <' C) ~ (.) 172 171 ___ _J 170 C[RT!F!CA TE OF APPROVAL BY TELEPHONE (AT&T): ·,~l -1\1 ' A • (:~ v . ,',I ,\~/\~'/\. 1-111' ,.,,._m, '" '" ""'· c. .. ,. C[R TIFICAT[ OF APPROVAL BY THE CITY OF FAIRHOP[:(WA T[R} CER TIF/CA TE OF NOTARY PUBLIC: ST.:..-: o-A_AC:AU A CCl.\TY ◊-OALD·l11\ ENGINEER 'S CER T/FICA TE 7 C uto:1s1:r~:::. AS Av7 cr.z:r; 3Y -C CIT" 0-rArn1:-z: :RC3Y _..:.:.Reves -C w1--t.. f'I A-=-::R 1-r 'iC-C'.'Rl}I\JG o=-<:C,\lff I'\ tF --.=,;;::;Al r O'Tlff o=-FA nwt.. '.'.C.lt.. Y, A AHAtU., -I<; D~.v :;~ , ?{; CERTIFICATE OF APPROVAL BY RIWERA UTILITIES:(EL ECTRIC) Tl -:'; r ,-r1Y A:,Pncr:'; Tl l-,1·71 1< ·;+-➔l•,l :'.'i ~:·t:.,\", -------~•] ____ . SUR VEYOR\ENGINE E R : DEWBERRY RECOR DING STAM P 25353 FRl[NDSHIP RD DAPHN£, ALABAMA 36526 VI CTOR L. GERMAIN, PLS L/C. NO. 384 73 JASON N. ESTES, P[ UC. NO. 2271 4 176 177 178 179 180 _____ _I_ \ \ CURVE RA DI US C1 20.00 C2 120.00 CJ 120.00 C4 120.00 cs 80 .00 C6 20.00 C7 20.00 CB 20.00 C9 100.00 CI O 200.00 C11 180.00 COMMON AREA ARC LEN GTH 3 1.42 44.91 62.44 13.89 BO.BJ 3 1.42 31.42 31.42 10 1.03 21.2 1 10.72 LO T 9 7 LOT 96 LOT 95 LOT 94 LOT 93 LOT 92 CHORD BEAR ING S44"50 5 1 E S79'07 34 E N53'29 52 W N35'1630 W S60"5 4 11 E 545'09 09 W S44'50 5 1 E S45'09 09 W S60"54 11 E S2 8'55 15 'E N30'1 5 OB W CER TIFICA TE OF APPROVAL BY TH[ CITY OF FA IRHOPE-(SEWER} I I ui; l!SI::~-:, ... ~ _;.. __ 11::h / I) ,Y I C IY (M IAHII;)-' I Iii ;y ... 1-'l-'?::V S I I ;•,171~-PU,--::.-R -C ,:ccn)l'\C er SJ\VC It\ 71: =<::Jf\L OTC[◊-['t._D",n :::CU\ -v, .4LAEAMA, T-1 S 0.AY ~~ . 20 CERTIFICATE OF APPROVA L BY THE CI TY OF FAIRHOPL(GAS} ___ _J CHORD LEN GTH 28.28 44.65 61.74 13.88 77.43 28 .28 28.28 28.28 96.79 21.2 0 10.72 Ql\'l'!lIB; KJC INVESTMENSTS, LLC 29891 WOODROW LANE, SUI TE JOO SPANISH FORT, AL J6527 DEVELOP E R- 68v OBV 2020, LLC 298 9 1 WOODROW LANE, SUITE JOO SPANISH FOR!_, _A_L ~52 7 FLOOD CER TIFICA TE: T IS =><::JP:r,-v _ [:"; ',';17 11\ ZC\I: w '-t~'.311 ,\DLIJ~ !,$ ~:_;f\_Ll) 1 IWM II IL I _l)_ {,\L C:hE"::;::\CV ••✓,\V,G::\.-lrn-i\G::\CY'S =-_o:::D \SURAJ\C::=-:;-:..F MA' :)F =iAl)W\ C0Ut-..F, A A.H_A_\AA MA' \JU.48· ~ :-100.~::0/'.1 /V. 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NO.50125058 FIL E 50125058_PH 6 SHE ET 1 OF 1 VICINITY MAP 251-990-9950 phone 251-990-9910 fax www.dewberry.com Prepared By: CONSTRUCTION PLANS FOR 25353 FRIENDSHIP ROAD DAPHNE, AL 36526 OLD BATTLES VILLAGE 68V OBV 2020, LLC Fairhope, AL Date: MAY 2021 Prepared For: Project Number: 50125058 PHASE 6 SPECIFICATIONS B AAMALA E SN N.E STJASO INDEX REVISIONS PRELIMINARY- NOT FOR CONSTRUCTION Signature Date: JASON N. ESTES 22714 Project Engineer Rag. No. I Dewberry· "ENGINEEER'S CERTIFICATE" I, JASON N. ESTES A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF ALABAMA FOR DEWBERRY, HOLDING CERTIFICATE NUMBER 22714 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. DATE: OLD BATTLES VILLAGE PH 6 SUBDIVISION PLANS WHICH ARE CERTIFIED CONSIST OF PAGE __6L THRU __)Q_ , WHICH BEARS MY SEAL AND SIGNATURE. SHEETS: A1 TilLE SHEET 81 GENERAL NOTES 82 TYPICAL ROADWAY SECTIONS & DETAILS SUBDIVISION LAYOUT C1 CLEARING & GRUBBING PLAN C2 STORMWATER BEST MANAGEMENT PRACTICES PLAN C3 OVERALL DRAINAGE PLAN , STRUCTURE &: PIPES CALLOUTS C4 OVERALL WATER & SEWER PLAN cs SIDEWALK, SIGNAGE & LIGHTING PLAN PP1-PP3 PLAN & PROFILE SHEET (ROADWAYS) PP4-PP5 PLAN & PROFILE SHEETS (DITCHES) D2 BMP DETAILS D3 DRAINAGE DETAILS D4 WATER DETAILS D5 SEWER DETAILS X1-X3 CROSS SECTIONS REVISIONS: DATE BY DESCRIPTION I\ ,t,'\ h. ,&\ ,'\ A\ I.'\ ROAD CLASSIFICATION: POSTED SPEED LIMIT: LOCAL 20 MPH A 54321 B C D E APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. SCALE SEAL REVISIONS NO.DESCRIPTION DATE B1 GENERAL NOTES CCB CAH CCB JNE MAY 2021 50125058OLD BATTLES VILLAGEPHASE 6FAIRHOPE, AL68V OBV 2020, LLC25353 FRIENDSHIP ROAD DAPHNE, AL 36526 251.990.9950 N/A B AAMALA E SN N.E STJASO ROADWAY •STA • • • • UTILITIES PRELIMINARY- NOT FOR CONSTRUCTION - - 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-BELLSOUTH GAS-CITY OF FAIRHOPE 7. 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. 8. ALL UTILITIES SHALL BE LOCATED UNDERGROUND. 9. 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. 10. THE CONTRACTOR SHALL SUBMIT A MATERIALS LIST TO THE UTILITY OWNER FOR APPROVAL. SAID APPROVAL SHALL BE FORWARDED TO THE ENGINEER OF RECORD OR HIS REPRESENTATIVE. 11. THE UTILITY OWNER'S CURRENT SPECIFICATIONS SHALL SUPERSEDE ANY DETAILS SHOWN HEREIN. UDawberry- f- f- A 54321 B C D E APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. SCALE SEAL REVISIONS NO.DESCRIPTION DATE B2 TYPICAL ROADWAY SECTIONS & DETAILS JNE MAY 2021 50125058OLD BATTLES VILLAGEPHASE 6FAIRHOPE, AL68V OBV 2020, LLC25353 FRIENDSHIP ROAD DAPHNE, AL 36526 251.990.9950 N/A B AAMALA E SN N.E STJASO OVERLAPPING ASPHALT PRELIMINARY- NOT FOR CONSTRUCTION CCB CAH CCB 1 '-o• PEDESTRIAN EASEMENT if--------------------------------------------------""----"".il1L.!JL.llal ______________________________________________ ""i ~ ~ ~ 2s·-o· 2s·-o· ~ •WATER &: SEWER MAINS MAY BE ON OPPOSITE SIDE OF ROADWAY. SEE WATER & SEWER PLAN FOR LOCATIONS. ••• NO RED SOIL/CLAY WITHIN 100' OF WETLAND BUFFER AS PER CITY OF FAIRHOPE RED SOIL/CLAY ORDINANCE. CRUSHED AGGREGATE BASE SHALL BE USED IN AREAS NOTED TYPICAL ROADWAY SECTION BLOOMSBURY AVE. (STA 10+o0.00 -STA 16+85.00) ••LOCATION OF SIDEWALK MAY VARY FROM EDGE OF PAVEMENT SEE SIDEWALK PLAN LOCATIONS. REC'D STREET TREES (BY OTHERS) 1•-0• PEDESTRIAN EASEMENT ✓• _,,J1i'11: PAVED l\JRN-AROUND SlRUCl\JRE DESCRIPTION 1. 424-8 BINDER LAYER, 3/4• MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE B (165 LB/SY) 2. CRUSHED AGGREGATE BASE MATERIALS 6" THICK OF SECTION 825 TYPE •s• (95X MODIFIED COMPACTION, AASHTO T-180) 3. 24• THICK GRANULAR SAND SUB-BASE MATERIAL COMPACTED TO 100X OF THE STANDARD PROCTOR (AASHTO T-99) AS DIRECTED BY THE ENGINEER. 15'-0" PEDESTRIAN & UTILITY EASEMENT 1s·-o· PEDESTRIAN &: UTILITY EASEMENT TOPSOIL, SEED, FERTILIZE & MULCH COARSE GRAVEL ON AGGREGATE SHOULD BE UTILIZED IN THIS ZONE IN EXPECTED CONSTANT FLOW AREAS. SAND FlLL IS SATISFACTORY IN RAINFALL LEACH ZONES. 1•-0• PLUS PIPE DIAMETER MINIMUt.4 PERFORATED UNDERDRAIN PIPE W/ SOCK TYPICAL UNDERDRAIN INSTALLATION 20·-o· CONSTRUCT FLUSH ADJACENT TO BRICK PAVERS CONCRETE RIBBON CURB TYPE 'D'-6" TYPICAL ROADWAY SECTION GARRISON BLVD (STA 45+o0.00 -STA 52+o3.73) BENNINGTON AVE. (STA 1o+OO.OO -STA 15+21.20) 1'-3" •-3• iii~ "-o: oO oz 00 "'" REC'D ASPHALT PAVING T ~:..--~?7T l~~~~l CONCRETE VALLEY GUTTER TYPE 'A' ADDITIONAi ClJRB INFORMATION 1. 3,000 P.S.I. CONCRETE 2. EXPANSION JOINTS REQUIRED AT MAXIMW.4 SPACING OF 80 L.F. AND ALL CURB P. T.'S AND P.C.'S. 3. CONSTRUCTION JOINTS REQUIRED 20·-o· 1-=111=111=111=111=1 N.T.S. AT A MAXIMUM SPACING OF 10 L.F. REQ D STREET TREES (BY OTHERS) i ~ >- /; .. ROADWAY STRUCTURE DESCRIPTION TOPSOIL, SEED, FERTILIZE & t.4ULCH 1. HOT PLANT SURFACE COURSE 1 1/2" THICK, 165 LBS. PER SQ. YARD OF SECTION 424 A HOT BITUMINOUS PAVEMENT MIX 2. ITT= -, 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. CRUSHED AGGREGATE BASE, 6" THICK, SECTION 825, TYPE B, 100% COMPACTION AASHTO T-180 *** (NO RED SOIL/CLAY WITHIN 100' OF WETLAND BUFFER AS PER CITY OF FAIRHOPE RED SOIL & CLAY ORDINANCE) 7. STRIP EXISTING TOPSOIIL, THICKNESS VARIES 8. TOPSOIL FROM STOCKPILE, 4" MIN. THICKNESS 9. 6" PERFORATED UNDERDRAIN PIPE W/ SOCK (AS DIRECTED BY GEOTECHNICAL ENGINEER) SEE DETAIL. UDawberry- COMMON AREA 14 (DRAINAGE) COMMON AREA 15 (DRAINAGE) 267268269273 281 282 266 275 291 280 274 270 277 288 284 278 271 279 299 285 276 272 286 292293 283 301 295 298 300 287 289 297 290294 296 A Planned Unit Development Phase SixOld Battles Village B AAMALA MAGERITOVICRL.N251.990.9950 fax 251.990-9910 25353 Friendship Road Daphne, AL 36526 SITE DATA 10 FEET 25 FEET 30 FEET 11,208 SF 14,928 SF 12.37 AC. AT&T RIVIERA UTILITIES CITY OF FAIRHOPE CITY OF FAIRHOPE 1,986 L.F. 36 0.55 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 STANDARDS REQUIRED SETBACKS: MAX. ALLOWABLE LOT COVERAGE: 37% BUILDING HEIGHT: 30' 10 FEET 5 FEET (SEE GENERAL NOTE 9)REAR: SIDE: (LOCATED IN REAR YARD ONLY) 20 FEETSTREET SIDE: ACCESSORY BUILDING STANDARDS REQUIRED SETBACKS: MAX. TOTAL LOT COVERAGE: BUILDING HEIGHT: 30' 25% OF THE REQUIRED REAR YARD ZONED: PUD 2.91 DU/ACDENSITY: W:\NATHAN\50125058-OLD BATTLES VILLAGE PH 4A & 6\PLN\PHASE 6\50125058PRELIM_PH 6.dwg, 6/10/2021 11:48:19 AM 1!480 SF 0.26 AC 8 2.00' 82 .00' ls2 .00' 8 2.00' \"480 1°26 AC I -- I 2.00 182.00' ~----------; ---i ---- ~ i 3 ~ t , :\. 145 .illl'. ______ ,,i:: '~':.'.f ii ·~-:: ,r I } / ·~-:: rc i I t':l rc g I i '"-'.:'' SF ~ ~ I ~ : I ~ i l \,0 ,c ----------· J [ ___ L __ _ oo· 12s.il • n.oo· s2.oo· s 2.o o· • , ' .• , '< • ; .•• ,.,,. ' • .• ' •• -·~ ,d QO' I fil ---~-----_________ __)_ ____ _ \ NB9'50'51 " 686.00' (50 , 91.00' 82.00' s2.oo· 82.00' -s.oo' \ J 0 P. ~ I! IL_ __ _ 12740 SF U.29 AC 114&1 ST 0.26AC 82.00' 82 .00' --~~~O'/ --j_ -- -I ;AMLET A T ! I 241 I \ "' 24 0 "' \. ------- -- ),'' --------._____J / 2.39 CERT/FICA TE OF OWNER'S ACCEPTANCE OLD B~rfL ES VILL A GE, PHASE/FIVE _,/ (SLIDE 2679-E) • ; 241'/: 2 44 , 245 I ' ' L ____ ; __ CHARLESTON LOOP 260 259 CERTIFICATE OF APPROVAL BY THE FA IRHOPE PLANNIN G COMMI SSION I 1:;f'l .,.I o,~··.1cosu, _. I\) At\1; :;:)\!,1; i 1; IY I :;1 Y f' ANt\N'. .A f':.A ►.I A , A'n q A.">f'R01Fr. ~y ~l.t.-tm·►.i ;s ml 246 248 <' C) ~ (.) 172 171 ___ _J 170 C[RT!F!CA TE OF APPROVAL BY TELEPHONE (AT&T): ·,~l -1\1 ' A • (:~ v . ,',I ,\~/\~'/\. 1-111' ,.,,._m, '" '" ""'· c. .. ,. C[R TIFICAT[ OF APPROVAL BY THE CITY OF FAIRHOP[:(WA T[R} CER TIF/CA TE OF NOTARY PUBLIC: ST.:..-: o-A_AC:AU A CCl.\TY ◊-OALD·l11\ ENGINEER 'S CER T/FICA TE 7 C uto:1s1:r~:::. AS Av7 cr.z:r; 3Y -C CIT" 0-rArn1:-z: :RC3Y _..:.:.Reves -C w1--t.. f'I A-=-::R 1-r 'iC-C'.'Rl}I\JG o=-<:C,\lff I'\ tF --.=,;;::;Al r O'Tlff o=-FA nwt.. '.'.C.lt.. Y, A AHAtU., -I<; D~.v :;~ , ?{; CERTIFICATE OF APPROVAL BY RIWERA UTILITIES:(EL ECTRIC) Tl -:'; r ,-r1Y A:,Pncr:'; Tl l-,1·71 1< ·;+-➔l•,l :'.'i ~:·t:.,\", -------~•] ____ . SUR VEYOR\ENGINE E R : DEWBERRY RECOR DING STAM P 25353 FRl[NDSHIP RD DAPHN£, ALABAMA 36526 VI CTOR L. GERMAIN, PLS L/C. NO. 384 73 JASON N. ESTES, P[ UC. NO. 2271 4 176 177 178 179 180 _____ _I_ \ \ CURVE RA DI US C1 20.00 C2 120.00 CJ 120.00 C4 120.00 cs 80 .00 C6 20.00 C7 20.00 CB 20.00 C9 100.00 CI O 200.00 C11 180.00 COMMON AREA ARC LEN GTH 3 1.42 44.91 62.44 13.89 BO.BJ 3 1.42 31.42 31.42 10 1.03 21.2 1 10.72 LO T 9 7 LOT 96 LOT 95 LOT 94 LOT 93 LOT 92 CHORD BEAR ING S44"50 5 1 E S79'07 34 E N53'29 52 W N35'1630 W S60"5 4 11 E 545'09 09 W S44'50 5 1 E S45'09 09 W S60"54 11 E S2 8'55 15 'E N30'1 5 OB W CER TIFICA TE OF APPROVAL BY TH[ CITY OF FA IRHOPE-(SEWER} I I ui; l!SI::~-:, ... ~ _;.. __ 11::h / I) ,Y I C IY (M IAHII;)-' I Iii ;y ... 1-'l-'?::V S I I ;•,171~-PU,--::.-R -C ,:ccn)l'\C er SJ\VC It\ 71: =<::Jf\L OTC[◊-['t._D",n :::CU\ -v, .4LAEAMA, T-1 S 0.AY ~~ . 20 CERTIFICATE OF APPROVA L BY THE CI TY OF FAIRHOPL(GAS} ___ _J CHORD LEN GTH 28.28 44.65 61.74 13.88 77.43 28 .28 28.28 28.28 96.79 21.2 0 10.72 Ql\'l'!lIB; KJC INVESTMENSTS, LLC 29891 WOODROW LANE, SUI TE JOO SPANISH FORT, AL J6527 DEVELOP E R- 68v OBV 2020, LLC 298 9 1 WOODROW LANE, SUITE JOO SPANISH FOR!_, _A_L ~52 7 FLOOD CER TIFICA TE: T IS =><::JP:r,-v _ [:"; ',';17 11\ ZC\I: w '-t~'.311 ,\DLIJ~ !,$ ~:_;f\_Ll) 1 IWM II IL I _l)_ {,\L C:hE"::;::\CV ••✓,\V,G::\.-lrn-i\G::\CY'S =-_o:::D \SURAJ\C::=-:;-:..F MA' :)F =iAl)W\ C0Ut-..F, A A.H_A_\AA MA' \JU.48· ~ :-100.~::0/'.1 /V. 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TH:::.:::: S DECICAC:D H:::.t::'<';lT-l A ' =-001 P::o::s1:;, !,'\ E,'\S E\-t E'\ T t,\J:: A IC =-co- rn.~. \IAC & LTI Jv rA~fl/f\T 0\ A I IOTS .A1~.AC'H -o TW 5~:· RCIIT Of WA"S t \tlNlt✓.JV -\S-lf-1~ r1 ::o~ t--VA :l\S S-IA + 1,f' _AH:}Vt-II-· -ICI--SI c~:; .. \I) LLLVA IC\ 1:.i I __ I 0~ :::t.:L (., JUl_l)\JG SLL ,\l~IIVFL LlUL..:\I::; I..Lt-'I. i:.;, St-'_CII C I~ Q,, ~ Ml \ . 7 Al STRF=--11c H-:=: -o 'F \JS-A :-r, '\ --s st.=nvlSIO'\. ~HAI 'FIN ('(";V' IANCF 11: C P' -Jr r A1<11c=-: s-A\)!\RCS. F. =-FJ\:::=-s A'<=-\(r Al 0'-",Fr, IJ\ n~A \JA:-:=-/LT ITY F.-' .. ''fli =--, -; ;',C~_:;-:; :; ILL S :J A.;,,A;;LN F W I-'_< IL'.:..: I ,\ Al(L M:J ~'.]\ '\L:: LL A IL L lt.1-·i:;v_VLNI~ SI A_L _!_ -'7.; Lll W .lo,'.) 0 -' :;c\ J_;lJ\,Z LAt.:INC r1~ou::;7 Sl'<EE-" 7-::SE S :::J\S $H.O. __ 3 :C 'D'SC:D BY 1-1:: SU8CIV ::ER SURVEYOR 'S NO TES: 1. "--MLASI..LV_J\IS ·;;U~L \4Al}L IJ\ ACCG<l)l,N C-'>':11 I U.S. S ;\J\_;,,1ms. L l'_':::CI( I-' I JJ\ A':i l, i\l'::: Ill, JV G_I_ \I . 3. -,=-R=-MAY 'F =.=-c:nRr.:Fn 0~ l.t..;=-c':Rr.:F-:: "FFJS, F.4.SFV F'HS. ~ 2,-s-'F-'•'t'.AY. 0~ :T7ER IJ\SHUtl ::'flS WH1cr CC~LD ,\=-=r;-THE 3CUJ\Ct,=::::s o=-S/,1[: 'ROPC:'<7ES. ·1 UL -/';AS \JG A LM.,I 1:; l)_l_l~t-!N_ I I _ LXSI _\JCL, _c:;.:AIG\, G{ _X _\J UI ANY S!.fi-<::tJR=-Ac:=-FFAT. RFS ,, -,=-11 .... =-s RFPRFSF \7\J(: T-=-c=-t..FR t..=-,,Nr; '<IC.-F -OF-~".A" :-:=-n-=-S""R=-=-Ts A~=- SI OWN I Oli VSLAL 1--'Ul~.,:J:i_S O\J LY /\NJ ;\•U~L NG SJl~V_v _i_; L\JLL<:;S l(GIII 01 WAv '-.1C NLM:.t~ Al :.:N :; A_'.::,C SHJW\ 6 . SU'<VEY WA:"5 COJ\:::u:::c:) AL.:::Js-, 20·-:; 7-lROUCH 2•:)1.3: .4.\) IS 'ECCRJD N I ) llOOK f(}9/, I\ 1--'/\C S ti') IV, IN 111 I'. "'OK -'/-.C ;,;.,N : \ !-.\ ---~11\0MIC _;.;1t.. ILL. 7 o :r-.-,1N:.S .'\\j(I CIS-A\C[S SI :::·-.:.N 11:·,c:::N ','·1L\[ K A.VfR '.;F::: . SURVEYOR'S CERT!F!CA TE: S .tsl · .,. ,: •. A-'IAJJA CC~lt,,-v )F :!,\_D'-,VN RFCA J\ AT n-=-\j(")~Tt-'i,FS-C:":','\FR o=-cm.iM01\ AR FA 1.3 OF HAt✓ =T AT O I) AA-=-s VII 1\GI. -'IIAS IV . A I-' A\\ I, J\JI ; VI Jf-'MIN , AS SIOWN ll" t.lA~ 01{ 1--'I A I ILl~L(.' ILCOH.:LLl A '.::i LJ_ LU/S-L -'l~CJf>I _ l{_:_:(mllS. J,\L]W\J COJN v. /IL/\UAV A NID RU\J 7-lENC:: \O~TH ::--o·os:•cgM Et,s-, t, [:IST/,NC C: c =-G90.M =-EE-: --it-N :> "':_I\ \G~II-iiS"LL'(l/" t-A '.-, , A Ill~ .t..'Ct--'.)-/;.,'.1.:">9 -t-t- -7EM C::: ',;_I\ s::::_ -, C:2"5':i.:r· EAST, A :; STAt,=::::: OF 2J .l.-5 =-::::-; lltr_;_ i.,J\ :i~-I 11.i'J:.:'.''6' Lf,SI, ,\ _;:_;1,-\t,'_;_ ~I 11 C.25 IL_I; 31'57'32" EAST, .t.. :: $Til.t--;::: )F 2::;.:_,;3 FE l 5~'0?'?1':" "i,·F:)T, A -; :~TAt-sc:=-'.JF 14 1 =-F =--: '.)f-L4 ' C~ -SS, AJ\I) -!::; It-.. SF '.:H;\J ?!), T'.""'r,',N SHlr> f., S:"";l.1 -l , :,.1,r,..:s 7 Fr,-, C::A A A~AVA (n=scF, r-T ')\ ~(/t/':)C:FI) FROfA r-:.oF;rr ~=-:-::--,RDS A.\: _.i.t,_ A(:l,.A =-Fl: 51.RVFV) I ;I ;y CII{ I" 11 A /\II 1-'AI\IS G IS Sl,'C\~Y M~: )V\W\JG I AV l \J CC\1fLET:::: \J A880RCA\18E wr --:: CJRR Eh -REQUIREt✓C:\JTS o=-r-E STAJ\DAR::s OF PR1,:::7c=-FOR s_Rv=-YIJ\C IJ T-IF s-ATF o=-A/,,;\\//; T8 -HF P.FST ::::= V" -<NCW Fl:::F 11~1 C ~MA ::\, /,\) ll I DEW3E's~"' 'IICIOI/ -· SLl(\t/\lJ\ JUNE 10, 2021 -SHE ET I OF I SHEETS PRELIMINARY PlAT -NOT FOR FINAL RECORDING PlAT OF SUBDMSION DES IGN D.E.D . DRAWN A.E.F. CHKO . V.l.G. ENG J.N.E SURV EYOR V.L.G. PROJ MGR C.C.B. U Dewberry· SCAL E 1 "=60' PROJ. NO.50125058 FIL E 50125058_PH 6 SHE ET 1 OF 1 GARRISON BLVD E)COMMON AREA 14 (DRAINAGE) COMMON AREA 15 COMMON AREA 16178177172171176175C.A.173174241 246242245244243 Common Area 13 266267268269270 297 298 299 300 301 281 282 283 284 285 286 287 288 289 290291292293294 GARRISON BLVD 271272 296 280 295 273 274 275 276 279 277 278 BLOOMSBURY AVEBLOOMSBURY AVEBENNINGTON AVEA 54321 B C D E APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. SCALE SEAL REVISIONS NO.DESCRIPTION DATE C1 CLEARING & GRUBBING PLAN JNE MAY 2021 50125058OLD BATTLES VILLAGEPHASE 6FAIRHOPE, ALABAMA68V OBV 2020, LLC25353 FRIENDSHIP ROAD DAPHNE, AL 36526 251.990.9950 B AAMALA ESN N.E STJASO LEGEND: PRELIMINARY- NOT FOR CONSTRUCTION CCB CAH CCB t ' ' \ \ ',.___.----- THE ' ' ' \ \ ' ' ' ' ' ' ' ' ' ' ' \ EXISTING 01TCH LIMITS OF CLEARING & GRUBBING EXISTING GRADE CONTOUR 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: 3.12ACRES UDewbarry 0 50 ~---100 150 GARRISON BLVD )COMMON AREA 14 (DRAINAGE) COMMON AREA 15 COMMON AREA 1617817717271176175C.A.173174241 246242245244243 Common Area 13 266267268269270 297 298 299 300 301 281 282 283 284 285 286 287 288 289 290291292293294 GARRISON BLVD 271272 296 280 295 273 274 275 276 279 277 278 BLOOMSBURY AVEBLOOMSBURY AVEBENNINGTON AVEA 54321 B C D E APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. SCALE SEAL REVISIONS NO.DESCRIPTION DATE C2 BEST MANAGEMENT PRACTICES PLAN JNE MAY 2021 50125058OLD BATTLES VILLAGEPHASE 6FAIRHOPE, ALABAMA68V OBV 2020, LLC25353 FRIENDSHIP ROAD DAPHNE, AL 36526 251.990.9950 B AAMALA E SN N.E STJASO • • • PRELIMINARY- NOT FOR CONSTRUCTION CCB CAH CCB BMP PHASING SEQUENCE· CONTRACTOR SHALL FOLLOW THE PHASING SEQUENCE BELOW: PHASE 1: SEDIMENT CONTROL DEVICE & WElLAND BUFFER SIGN INSTALLATION (PRIOR TO AMY LAND DISTURBANCE ACTIVITY) PHASE 2: DETENTION POND INSTALLATION PHASE 3: LANO CLEARING (OTHER THAN FOR SEDIMENT CONTROL AND DETENTION POND) THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SHO'WN ON THE CONSTRUCTION BEST MANAGEMENT PRACTICES PLAN THAT ACCOMPANIES THE ADEM NPOES PERIAIT. ALL DISTURBED AREAS (INCLUDING UTILITY WORK) SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL INSPECTION. SEED AND MULCH WILL NOT BE ACCEPTED. DETENTION AREAS SHALL HAVE SOLID SOD AS FINAL COVER. / / / / I ... ', ) ,,----""",§:; ,r / 15.0' DRAINAGE EASEMENT ,I-I- ~ :, • 1 PROPERTY LINE \15.0' DRAINAGE EASEMENT ,, .., 06',,, ... \ \ LEGEND (BMPs) r,;a CONSTRUCTION EXll ~ ~ (20'x50' MINIMUM) ~ [jE] CURB INLET PROTECTION -- ~ SILT FENCE (TYPE "A")-•-•- ~ STRAW WATTLES 0 B§ HA YBALES rJ DISTURBED AREA: 3.12 ACRES --------------------,, \ \, •--•-'.-•-- t \ ....__•--•--·~•--• \ \,'-"" _____ _ THE H ' TYPICAi PRACTICES AND MAINTENANCE· (TO BE INSPECTED AND MAINTAINED DAIi Y RY CONTRACTOR) 1. CONSTRUCTION EXIT INSTALL PRIOR TO LAND DISTURBING ACTIVITIES. GRADE, COMPACT AND ADD ROCK AS NEEDED TO MAINTAIN ADEQUATE GROUND COVER, REDUCING VEHICLE TRACKING. 2. DPE .,.. sn I FENCE INSTALL AS INDICATED ALONG PERIMETER OF DISTURBED AREAS. REMOVE SEDIMENT 'NHEN IT REACHES ½ HEIGHT OF FENCE. REPAIR OR REPLACE DAMAGED AREAS IMMEDIATELY TO IAAINTAIN ADEQUATE RETENTION OF SEDIMENT AND PROTECTION OF SENSITIVE AREAS. 3. INI fl PROJECTION INSTALL PRE-ROAD PROTECTION CURB INLET PROTECTION IN A TIMELY MANNER. REPAIR OR REPLACE DAMAGED OR SEDIMENT LADEN DEVICES. REMOVE SEDIMENT THAT SEffiES NEAR INLETS IMMEDIATELY. -4-. BfMOYf SEDIMENT THAT LEAVES DISTURBED AREAS IMMEDIATELY TO PREVENT OR REDUCE OFFSITE IMPACTS, ESPECIALLY IN ROADWAYS. 5. SEED AN □ MIU CH OB PERMANENT YfGETATION-APPLY TEMPORARY SEED AND MULCH TO AREAS LEFT DISTIJRBED FOR LONGER THAN 10 DAYS. PLANT SEASONALLY APPROPRIATE VEGETATION. REPLANT AS NEEDED IF VEGETATION FAILS. INSTALL PERMANENT VEGETATION AS SOON AS FINAL GRADING COMPLETE. A (PRd \ ' ' ' •--•--· ' : : ' ' l ' ·--\ •--• \ ' 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. / UDewbarrr 0 50 150 ~-L- BLOOMSBURY A GARRISON BLVD NAGE)COMMON AREA 14 (DRAINAGE) COMMON AREA 15 COMMON AREA 16(EXISTING)178177172171176175C.A.173174241 246242245244243 Common Area 13 266267268269270 297 298 299 300 301 281 282 283 284 285 286 287 288 289 290291292293294 GARRISON BLVD 271272 296 280 295 273 274 275 276 279 277 278 BLOOMSBURY AVEBLOOMSBURY AVEBENNINGTON AVEA 54321 B C D E APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. SCALE SEAL REVISIONS NO.DESCRIPTION DATE C3 OVERALL DRAINAGE PLAN JNE MAY 2021 50125058OLD BATTLES VILLAGEPHASE 6FAIRHOPE, ALABAMA68V OBV 2020, LLC25353 FRIENDSHIP ROAD DAPHNE, AL 36526 251.990.9950 B AAMALA ESN N.E STJASO PRELIMINARY- NOT FOR CONSTRUCTION CCB CAH CCB I o' I a / ,Y /~ (i \ ~ \ I \~ 1· I 1· I S3 \I t, : j INSTALL SWALE B I'\ Ii \, lj l---=----11-I ,·~ 50.0' ALABAMA • O'NER EASEMENT INSTALL Y~D INLE I W/ OPENING ON NORTH SIDE ONL ~ I ~ I PROPERTY LINE • ' \ 1._?.0' DRAINAGE EASEMENT 'yo<9, ',, \ \ THE DRANA<E 81RJCJURES ~ ¥8DJ~~li6~11:g/ARD INLET RIM ELEV 96.26 INVERT ELEV 91.17± FIELD VERIFY ~ ~SRTt.l:i :~E~i:; 71 INVERT ELEV 91.71 ~ ~5R1t.l:i :~~i.:lo, INVERT ELEV 93.00 ~ ~SRTt!:i :~~~~-91 INVERT ELEV 97.91 ~ ~SRTt.l:i :~~N~;.68 INVERT ELEV 102.68 @] ~8R1t!:i :CE~N~;.68 INVERT ELEV 101.50 ~ ~SRTt!:i ~~~N~~;.98 INVERT ELEV 102.20 ~ ~WJ1fr0 EI~~D si~~r INVERT ELEV 95.00± FIELD VERIFY I I I __ ,., ~ ~~;~ ~EEtN~1.□6 IN\IERT ELEV 101.00 ~ ~s;t~ ~~~N~~.72 INVERT ELEV 101.42 ~ ~:T~V~~~~~N BOX INVERT ELEV 99.50 ~ ~:T~t~/;~~3jNLET INVERT ELEV 91.37 ~ ~s:t!:i :~tN~~-72 INVERT ELEV 101.72 ~ ~iTt~ Jt:~ 11~~9T5 INVERT ELEV 103.45 ~ ~s;~,ti ~t;~ 11~~~ INVERT ELEV 102.00 EXISTING SWALE , I ' ' I ' , I I ' \ \ DRANAGE PIPES @ :=~jL 1~61 ci"i4~F 24"f RCP INVERT OUT 101.00 @:~~jL1J~ci"i7~F 1a•is RCP INVERT OUT 101.42 @:=~~~lio91~~70F 1a·• RCP INVERT OUT 91.17 ~ :~~~1~3~of.450F 1a·• RCP INVERT OUT 102.98 @:=~~l~6~or.ao0F 1a·• RCP INVERT OUT 101.00 @ ~~M~r r:5 ~Ofxl:Tl:~ ~~p:ABRIC AND INSTALL 65 LF OF 30"f RCP INVERT IN 91.71 INVERT OUT 91.17 @) :~~~L1~5:3~0 OF 24•,i RCP INVERT OUT 91. 71 ' : ' ' ' ' ' ' ' ' I ' \ \ : EXl ~TING DITCH @) :=~~jL1~o~7~1 OF 24•• RCP INVERT OUT 94.60 @:~~jL1JOl01~0 OF 24•,i RCP INVERT OUT 97.91 @ :~~~~IJ510'i6C: 1a·• RCP INVERT OUT 102.25 @:~~~~1~610~2~ 15•,i RCP INVERT OUT 101.50 @) ~~~ci\:5 ~fxitTI~~i:p:ABRIC AND INSTALL 236 LF OF 24•• RCP INVERT IN 99.50 INVERT OUT 95.00 ~ :~~;~,J~~l~OOF 24•• RCP INVERT OUT 99.50 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 0 50 ~---100 150 GARRISON BLVD NAGE)COMMON AREA 14 (DRAINAGE) COMMON AREA 15 COMMON AREA 16178177172171176175C.A.173174241 246242245244243 Common Area 13 266267268269270 297 298 299 300 301 281 282 283 284 285 286 287 288 289 290291292293294 GARRISON BLVD 271272 296 280 295 273 274 275 276 279 277 278 BLOOMSBURY AVEBLOOMSBURY AVEBENNINGTON AVEA 54321 B C D E APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. SCALE SEAL REVISIONS NO.DESCRIPTION DATE C4 OVERALL WATER & SEWER PLAN JNE MAY 2021 50125058OLD BATTLES VILLAGEPHASE 6FAIRHOPE, ALABAMA68V OBV 2020, LLC25353 FRIENDSHIP ROAD DAPHNE, AL 36526 251.990.9950 B AAMALA E SN N.E STJASO PRELIMINARY- NOT FOR CONSTRUCTION CCB CAH CCB ~ ~ I < 0 I ~ I ~ i < " I ~ I ~ I I ~ t ffi ~ ~ " is b ai 15.0' DRAINAGE EASEt.iENT -INSTALL SEWER LATERAL (TYPICAL} 50.0' ALABAMA EASEMENT PROPERTY LINE INSTALL 8'" M.J. TE VALVE W/ MEGALUGS, 18LF OF D.I. PIPE, FlRE HYDRANT ASSEMBLY &: a• M J. PLUG W/ MEGAWGS INSTALL a• M.J. G TE VAL\IE W/ MEGALUGS. 16 LF OF a• 0.1. PE, FIRE HYDRANT ASSEMBLY &: a• M J. PLUG W/ MEGALUGS INSTALL WA SERVICE (TYP CAL) INSTALL B'"f PVC WATER MAIN INSTALL a•• PVC WATER t.4AIN TY INSTALL a• M.J. 1EE W/ MEGALUGS, & 8 M.J. GATE VALVE W/ MEG UGS INSTALL WATER ~CE (!WICAL) \ INSTALL FIRE 'Y'DRANT ASSEMBLY OL THE BATTLES VILL HAMLE (EXIS GE ING) INSTALL FIRE HYDRANT ASSEMBLY INSTALL WER LAlERAL (TYPI AL) INSTALL a•• GRAVITY SE'll£R MAIN TIE TO EXI TING MANHOLE REM \IE a• PLU & TIE TO EXISTING 8'" WATER MAIN --It-, oow w~ ...J I-t') I-w <( Cl) III <( :I: ...JD.. 0 .................... \ \ ' '\. (l() . \ \ ·-. -. -. \ -, \, \ '--',, ' EXISTING WATER SERVICE LOT 289 EXISTING SEWER SERVICES LOT 287 LOT 288 LOT 289 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, UDewbany 0 50 i----- 100 150 GARRISON BLVD COMMON AREA 14 (DRAINAGE) COMMON AREA 15 COMMON AREA 166175C.A.73174297 298 299 300 301 281 282 283 284 285 286 287 288 289 290291292293294 GARRISON BLVD 296 280 295 274 275 276 279 277 278 BLOOMSBURY AVEBLOOMSBURY AVEBENNINGTON AVEA 54321 B C D E APPROVED BY CHECKED BY SHEET NO. TITLE DRAWN BY DATE PROJECT NO. SCALE SEAL REVISIONS NO.DESCRIPTION DATE C5 SIDEWALK, SIGNAGE & LIGHTING PLAN JNE MAY 2021 50125058OLD BATTLES VILLAGEPHASE 6FAIRHOPE, ALABAMA68V OBV 2020, LLC25353 FRIENDSHIP ROAD DAPHNE, AL 36526 251.990.9950 B AAMALA E SN N.E STJASO PRELIMINARY- NOT FOR CONSTRUCTION • • • • • • TYPICAL HANDICAP RAMP • • • • CCB CAH CCB ~ I 1 u y /~ !i ' It I C \ I \~ \i ~. 1·' ' I I ',,1N)STALL BARRICADE _,,, (SEE DETAIL) '\ ,, ....... ---"(!/,_,., ·,r . ) "15.0' DRAINAGE EASEMENT INSTALL STREET LIGHT (TYPICAL) INSTALL HANDICAP RAMP {SEE DETAIL) INSTALL 5 WIDE CONCRETE SIDEWALK I\ ?l \ :.:-.·. :, INSTALL HANDICAP RAMPS (SEE DETAIL) STREET ':,, ,, 1-_..l_JjWl!liloocO'c<tAf!A•----------1-'l;: 12 O\\'ER EASEMENT ,• : .. ' ~ INS~AU_ .,.LON CURB (SEE DET~IL) ~ t 24• MIN. PROPERTY LINE -._ , \ '-, o~, ',IN STALL HANDICAP RAMP~ (SEE DETAIL) INSTAU. STREET LIGHT ·c;rw1cAL) n -------' .\ INSTALL s"xs· PRESSURE TREATED WOODEN POSTS ![ I ; INSTALL STREET LIGHT (TYPICAL) INSTALL HANDICAP RAMPS (SEE DETAIL) INSTALL 12"X12" REFLECTIVE BARRICADE SIGN INSTALL 6"X6" PRESSURE TREATED WOODEN POSTS .:,_ \ \ \ INSTALL STREET LIGHT (TYPICAL) INSTALL SlREET LIGHT (TYP ICAL) ' INSTALL 12"X12'" REFLECTIVE BARRICADE SIGN INSTALL s·xe· PRESSURE TREATED WOODEN POSTS ,_ _____ a· POST SPACING ------~------a· POST SPACING -----~-j TYPICAL HEAVY BARRICADE Willi RER.ECTORS ' ' ' ' \ I \ ~ l ' I I ' NOlES ALL SIDEWALKS ADJACENT TO AND l't1THIN COMMON/HOA AREAS SHALL BE INSTALLED DURING SUBDIVISION CONSTRUCTION. ALL SIDEWALKS ADJACENT TD LOTS AND NOT l't1THIN OR ADJACENT TO COMMON AREAS SHALL BE INSTALLED BY THE HOMEBUILDER. SEE PLAN FOR LOCATION OF SIDEWALK & HANDICAP RAMPS. ALL HANDICAP ACCESS AREAS ~ COMPI X WUH ADA REGULATIONS TACTILE STRIPS ARE REQUIRED. ALL STREET LIGHTS SHALL BE LED ACORN FIXTURES ON BLACK POLES (DARK SKY FRIENDLY) 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. eo·xso· FLAT LANDING REQUIRED AT END Of RAMP PLAN VIEW NTS ~ --S' SIDEWALK /4" MAX. 3000 PSI T CONCRETE-l -11•:..":r"·ic:."i:-1 I- ~ EXPANSION JOINT .sEl.lllli.l1 CONSlRUCTlON CONTROL JOINT CONCRETE WALK DETAIL 60"x60■ FLAT LANDING REQUIRED AT END OF RAMP ~ 4• THICK CONCRETE SIDEWALi< SECTION "A-A" NTS NOTES SEE PLAN FOR LOCATION OF SIDEWALK & HANDICAP RAMPS. AU. HANDICAP ACCESS AREAS SHAU. COMPLY WITH ADA REGULA TlONS THE VAU..EY GUTTER SHAU. BE MOOIFlED TO PROv1DE MJA COMPLIANT SLOPE FROM BACK OF CURB TO FLOW LI NE. 1ltE RAMP SHOUlD BE A CONTINUOUS POUR. NO .DNTS Ml. IE AU.OWED FROM TI-IE EDGE OF PA\9BIT TO THE TOP OF lHE RAMP. so·xso· FLAT LANDING REQU IRED AT END Of RAMP CONTINUOUS POUR-NO J0lfl'S ADIi EDGE OF PA\UIENT TO TOP OF RMI> VALl.EY GUTTER TRUNCATED DOME SURFACE 1/2• EXPANSION JOINT MA TERI AL ISOMETRIC VIEW NTS *ALL RAMP SLOPES SHALL MEET ADA REQUIREMENTS UDewbany 0 5 0 i----- 100 150 I 1 DRAINAGE NARRATIVE & CALCULATIONS OLD BATTLES VILLAGE, PHASE 6 May 24, 2021 Dew berry En gin ee rs In c . 25353 Fri ends hip Road Daphn e, A L 36526 Dewberry· Dewberry Engineers Inc . l 25 1.990 .9950 25353 Fnendsh1p Road 251 .990 .9910 fax Daphne , AL 36526 www.dewberry.com 25 1.990 .9950 25 1.990 .99 10 fa x www.dew berr y.co m 2 ENGINEER’S CERTIFICATION I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 22714, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my knowledge and to the best of my belief, conforms to the requirements of the Fairhope Subdivision regulations and to all other rules, regulations, laws, and ordinances applicable to my design. Jason N. Estes, P.E. May 24, 2021 OLD BATTLES VILLAGE, PHASE 6 Plans which are certified consist of Page thru _ _, each of which bears my seal and signature. Drainage calculations were designed in conjunction with construction plans for Old Battles Village, Phase 6. Additional construction information concerning drainage can be found in the referenced construction plans. De w berry En gin eers In c . 25353 Fri endsh ip Road Daphne , A L 36526 251 .990 .9950 251 .990 .9910 fax www.dew berry .com 3 PROJECT INFORMATION Site Address: No site address available for parcel, please see vicinity map and legal description of property. Owner/Developer Information: 68V OBV 2020, LLC 29891 Woodrow Lane, Ste. 300 Spanish Fort, Al 36527 251-625-1198 251-650-1643 (fax) Engineer Information: Jason N. Estes, P.E. 25353 Friendship Road Daphne, Alabama 36526 251-990-9950 251-990-9910 (fax) Surveyor Information: Victor L. Germain, P.L.S. 25353 Friendship Road Daphne, Alabama 36526 251-990-9950 251-990-9910 (fax) De w berry En gin eers In c . 25353 Fri endsh ip Road Daphne , A L 36526 251 .990 .9950 251 .990 .9910 fax www.dew berry .com 4 TABLE OF CONTENTS Introduction ............................................................................................................... 5 Existing Drainage Conditions ....................................................................................... 5 Proposed Drainage Conditions .................................................................................... 5 Design Criteria ............................................................................................................ 5 Pond Summary ........................................................................................................ 5-6 Closed System Calculations ......................................................................................... 6 Appendix A ................................................................................................................. 7 Vicinity Map and Drainage Basins Maps ............................................................................ Appendix B ................................................................................................................. 6 PondPack Report .......................................................................................................................... Appendix C ................................................................................................................. 7 StormCAD Report ......................................................................................................................... Appendix D ................................................................................................................. 9 Flowmaster Report De w berry En gin eers In c . 25353 Fri endsh ip Road Daphne , A L 36526 251 .990 .9950 251 .990 .9910 fax www.dew berry .com Page 5 of 10 INTRODUCTION The proposed project is located in Fairhope, Alabama and contains approximately 12.37 acres and 36 single-family residential lots. The location is in Section 29 of Township 6 South, Range 2 East. The property is bordered to the north and west by undeveloped property, to the south by Old Battles Village Phase Three & The Hamlet, and to the east by an existing lake. The subdivision ties to Old Battles Village Phase Three. The property is currently undeveloped. A vicinity map has been included in Appendix A EXISTING DRAINAGE CONDITIONS The terrain of the site falls from the west to east with elevations ranging from 108 ft. to 86 ft. The runoff sheet flows to the east into an existing lake. On the east side of the existing lake is Huntington Place subdivision. Originally this phase of Old Battles Village was designed to be part of Huntington Place. The aforementioned existing lake was designed to detain runoff from a portion of Old Battles Village. A map showing drainage basin may be seen in Appendix A. PROPOSED DRAINAGE CONDITIONS The proposed roadway on the site will have gutters, which will convey runoff into a closed drainage system. This closed system terminates in the existing lake located along the east side of the property. DRAINAGE DESIGN DESIGN CRITERIA These drainage calculations and plans were prepared in accordance with the City of Fairhope Subdivision Regulations dated 2007. Runoff coefficients were obtained from the City of Fairhope Subdivision Regulations Appendix E as directed by Section F-4.b (ALDOT Hydraulics Manual). POND SUMMARY The SCS method was used to analyze the watershed for the existing Huntington Place lake. Pond Pack V8i hydraulics software was used to design and analyze the detention facilities. The watershed for the existing lake at Huntington Place is 120.0 acres. The drainage area from Huntington Place is 24 acres and the watershed from Old Battles Village is 17.74 acres. The lake was analyzed with the predeveloped and post-developed conditions to determine a release Page 6 of 10 rate of 280.52 and design high water elevation of 80.12. The Pond Pack calculations may be seen in Appendix B. CLOSED SYSTEM CALCULATIONS Stormcad was used to analyze the closed drainage systems for the proposed project. Curbs, gutters, and grass swales channel stormwater from the roadways and lots. The stormwater is then collected into wing and yard inlets and piped to the existing closed drainage system that eventually terminates at the existing lake. Please see Appendix D for calculations from StormCad. Flowmaster was used to design the grass swales. Please see Appendix C for calculations from Flowmaster. DRAINAGE SWALES Drainage swales are located throughout the development behind interior lots inside a common area. The swales will route runoff into yard inlets and to the proposed ponds. A bottom width of 3.0 ft. was used for all with side slopes of 3:1. Bentley’s FlowMaster was used to analyze the channels. FlowMaster utilized the Manning’s equation for open channel flow to check the design inside the channel. Please see Appendix D for calculations. As per the City of Fairhope subdivision regulations, a property owners association (POA) is required to be formed. The POA is required to maintain any and all storm water facilities and structures located outside of the publicly accepted right-of-way. I Dewberry· Dewberry Engineers Inc. 25353 Friendship Road Daphne, AL 36526 251 ,990.9950 251 .990,9910 fax www.dewberry.com 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 ............................................................................................................................. 4 Appendix A ......................................................................................................................... 5 Vicinity Map ..................................................................................................................... . Appendix B ......................................................................................................................... 6 WaterCAD Results (Phase 2 Only) ................................................................................... . Appendix C ......................................................................................................................... 7 WaterCAD Results (Including Future Development) ...................................................... .. INTRODUCTION The purpose of this report is to provide an analysis of the proposed water distribution system for Old Battles Village (a residential subdivision). 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 Old Battles Village is a development located to the north of Old Battles Road on the west side of Highway 98 in Baldwin County, Alabama. The masterplan for the future development consists of 86. 76 ± acres with a total of 177 residential lots . A vicinity map of the site can be found in Appendix A. EXISTING WATER DISTRIBUTION SYSTEM There is an existing 8 inch water main located along Garrison Bou levard (Old Battles Village) that is maintained by the City of Fairhope that will supply water to the development. Fire hydrants , one located on the corner of Garrison Boulevard and Atwater Avenue and the other located on the corner of Garris on Boulevard and Bartlett Avenue , were tested in order to obtain the available flow and pressure. The result ing flow and pressure from the flow test are as follows : Fire Hydrant Flow, Qf Static Pressure, Ps Residual Pressure , Pr = 775 gallons per minute = 56 psi = 30 psi There is also an existing water main located along Bloomsbury Avenue (Huntington Woods) that is maintained by the Cit y of Fairhope that will supply water to the future development. Fire hydrants, one located on Bloomsbury Avenue and the other located on the corner of Bloomsbury Avenue and Charing Cross Street, were tested in order to obtain the available flow and pressure. The resulting flow and pressure from the flow test are as follows : Fire Hydrant Flow, Qf Static Pressure, Ps Residual Pressure , Pr = 1,160 gallons per minute = 59 psi = 45 psi PROPOSED WATER DISTRIBUTION SYSTEM The proposed water distribution system will connect to the existing 8 inch mains located on Musket Avenue , Garr ison Boulevard , and Craftsman Avenue. The future development will eventually tie into Bloomsbury Avenue, located in Huntington Woods on Highway 98 . Domestic water services fo r each lot and fire hydrant are connected to the main throughout the development. WATER SYSTEM DEMANDS The following design parameters were used to determine the demands for the proposed water distribut ion system. 1. Average Daily Residential Demand per Lot = 350 gal lons /day/residential lot = 0.24 gpm/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 editio n of the International Fire Code for single and two fami ly dwellings . Once the full developmen t is complete the demand on the proposed wate r main was determined as follows : Average Daily Res idential Demand = 0.24 gpm/lot * 51 lots (see drawing ) = 12.24 gallons per minute Tota l Fire Flow Demand = 1000 gallons per minute Total Demand = 12.24 gpm + 1,000 gpm = 1012.24 gallons per minute 2 The water source for the development was modeled in WaterCAD as a pump and reservoir located at the north end of Garrison Bou levard for Location 1 and along Bloomsbury Avenue for Location 2. A pump curve for each location was determined by using the flow test information. A water model was developed to analyze the Phase Two addition of Old Battles Village, independently from the entire future development. 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 4 fire hydrants located in Phase Two ranged from 874 gpm to 886 gpm. The domestic demand was also included in the steady state analysis for each hydrant to ensure the domestic demands were being met. Appendix B shows the water model data for Phase Two . A water model was also developed to analyze the entire future development of Old Battles Village , including Phase Two. A steady state analysis was performed to determine the fire flow at each hydrant with a minimum pressure of 20 ps i. The fire flow for the entire 32 fire hydrants in the future development ranged from 1,633 gpm to 2,344 gpm . The domestic demand was also included in the steady state analysis for each hydrant to ensure the domestic demands were being met. Appendix C sho"Ys the water model data for the entire future development. SUMMARY Based on the water model, the proposed water distribution system will provide the required average daily demand and a fire flow demand of approximately 880 gpm for Phase Two and 2,000 gpm for future development at the Old Battles Village subdivision, while maintaining a pressure above 20 psi. For more detailed information refer to the computer model in the Appendices. 4 GARRISON BLVD COMMON AREA 14 (DRAINAGE) COMMON AREA 15 COMMON AREA 16177172176175C.A.173174BENNINGTON AVECommon Area 13 266267268269270 297 298 299 300 301 281 282 283 284 285 286 287 288 289 290291292293294 GARRISON BLVD 271272 296 280 295 273 274 275 276 279 277 278 BLOOMSBURY AVE PHASE 6 © 00 40'80'N O R T HLANDSCAPE PLANTING PLAN1 I I I I I * I I~-~! • 11 1,i----',I\ --- ---- ------4< I I -.L _L -_L __J - I' ---- I I I I I I I I I I I ---r--:- I I I I I I 1 I I I I I I I I I I I I I i--I- I \....s_c_a1-.,-1-·--+o-, ___________________________________________________________________________________________ _JL....~-~~~==~I rn londsccpeorchitecture lend planning plocemoking Foley, Alabama ,!!! P. 251.948.7181 .; MobMe, Alabama P. 251.344.+o23 ·•-l,. ,,.,Jackson,Mississippi .A.: __. -.: ___. P. 601. 790.0781 D ES I G N Peasocola. Flaclda P. 850.203.4252 landscape architects www.wos-design.com [Ni]@LJ li"@ffl! ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. RINision_, __________ _ ~ ~ Revisions / Submissions _ 00.00.00 _cR,c,E:VIS,=l=c0N'------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ Copyriltit 2021 WAS Oesi11n Inc. These documents and their contents are the property of WAS Design. Ifft reproductions, 1WYillion11, rnodifk:ation11 or U11e of thme documents without. the expmswrittenconent:ofWISDeoginillprohibitedbylaw. vrw ,...,, vrw Project Manager cw Prindpol 213163-126 Project No. 05.25.21 Dot, Sheel:Tltle LANDSCAPE PLANTING PLAN Sheet No. LP200 TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HT REMARKS QN 79 QUERCUS NUTTALLII NUTTALL OAK B&B OR CONT 1.5"-2.5" 8`-10` FULL HEAD, SPECIMEN QUALITY SOD/SEED CODE QTY BOTANICAL NAME COMMON NAME CONT HT SPACING REMARKS SOD 11,301 SF CYNODON DACTYLON `TIFWAY 419` TIFWAY 419 BERMUDA GRASS SOD PLANT SCHEDULE © PLANTING ATSHRUB AREAS. STAKING DETAIL PLANTING ATTURF AREAS. PLANT PIT DETAIL TREE PLANTING - GUY STRAP2 GENERAL PLANTING NOTES • • • • • • • • • • • • • • • • • • • • 1 GENERAL NOTES 0 TREE Pl ACEMFNI NOJFS· 1.) All. TREES SHALL BE 15 GAL AND/OR 1S-2.5" DIA AT THE 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. +.) ALL TREES SHALL BE PRUNED SO TI--lAT NOT FOLIAGE, LIMBS OR OTHER OBSTRUCTIONS EXISTING BETWEEN 2.5 AND 10 FEET FROM ADJACENT STREET GRADE. 5.) IN AREAS WriERE PLANTING STRIPS ARE OPTIONAL AND NOT PROVIDED, SIDEWALKS TEN FEET OR GREATER SHALL PROVIDE 4'X4' TREE WELLS ALONG THE CURB SO THE TREES MAY BE PLANTED IN CONFORMANCE WITH THESE REQUIREMENTS. 6.) PER TREE ORDINANCE, SMALL TREES WILL BE PLANTED IN BET'NEEN WALK AND CURB AREAS LESS THAN 5 FEET. MEDIUM TREES CAN BE PLANTED BETWEEN 5-7 FEET AND LARGE GROWING TREES CAN BE PLANTED IF AREA BETWEEN WALK AND CURB IS 7 FEET OR MORE (SEE ORDINANCE FOR UST). 7.) DEVELOPER SHAU. BE RESPONSIBLE FOR WATERING TREES PRIOR TO SUBDIVISION ACCEPTANCE AND DURING 2-YEAR MAINTENANCE PERIOD. TREE PRQJEC]ON NOTES: 1.) TREES IN EXCESS OF 20" IN DIAMETER ARE CONSIDERED PROTECTED AND SHALL RECEIVE THE TREE PROTECTION AS DETAILED ON THIS SHEET. NO DIGGING TRENCHING OR OTHER SOIL DISTIJRBANCE SHALL BE ALLOWED IN THE FENCED AREA. 2.) TREES SHALL NOT BE REMOVED PRIOR TO ISSUANCE OF PERMIT TO DO SO. THE CITY OF FAIRHOPE UTILIZED THE FOLLOWING RESTlnJTlON REQUIREMENTS FOR TREES THAT ARE REMOVED WITHOUT A PERt.llT. 3.) ANY PERSON WISHING TO REMOVE OR RELOCATE A SIGNIFICANT TREE SHALL MAKE A WRITTEN APPLICATION WITH THE CITY HORTICULTIJRIST. THE APPLICATION SHALL INCLUDE A LANDSCAPE PLAN. THE CITY HORTICUL nJRIST MUST APPROVE OR DENY THE PERMIT WITHIN H WORKING DAYS AFTER RECEIPT OF APPLICATION. PISTIJRREQ AREA NOifS· ANY DISTIJRBED AREAS SHAU. RECEIVE APPROPRIATE SOIL STABILIZATION MATERIAL AS NECESSARY. 1" GUYLINE WEBBING 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. KEEP MULCH 2~ -3~ FROM BASE OF TREE. Q,._,._o• 329343.26-02 GENERAi CONPIIIONS 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. LANDSCAPE AREA SOIL PREPARATION 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 CONJJNCTION 111TH 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 PROPERlY. 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. Q,._, .. PLANT MATERIAL AND PLANTING PLANT QUANTITIES ARE OFFERED AS A CONVENIENCE TO THE CONTRACTOR, AND ARE NOT ABSOLUTE. CONTRACTOR SHALL VERIFY PLANT COUNT FROM PLAN AND REPORT DIFFERENCES. ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL OR REFUSAL BY THE OWNER OR LANDSCAPE ARCHITECT AT THE JOB SITE. PLANTS SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH lYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM INJURY, INSECTS AND DISEASES. PLANTS SHALL EQUAL OR SURPASS QUALITY AS DEFINED IN THE CURRENT ISSUE OF "AMERICAN STANDARDS FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERYMEN, INC. UNLESS NOTED SPECIFICALLY, ALL PLANT MATERIAL SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN. FRONT ROW OF SHRUBS SHALL BE PLANTED FROM CENTER OF PLANT A MINIMUM OF 24" BEHIND BED LINE @ LAWNS OR WALKS AND A MINIMUM OF 36" BACK OF CURB @ PARKING SPACES. NO PRUNING SHOULD BE PERFORMED DURING FIRST GROWING SEASON EXCEPT FOR REMOVING DAMAGED OF DEAD GROWTH. WOUND PAINT IS NOT RECOMMENDED FOR ANY CUTS. ALL PLANTING AREAS, TREE PITS, AND OTHER AREAS INDICATED ON PLANS SHALL BE MULCHED WITH A SETTLED LAYER OF THE INDICATED MULCH: □ 3N DEPTH PINE BARK □ 4 H 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 landscape architecture lend planning placemaking Foley, Alcbcmo ,!!! P. 251.948.7181 .; MobMe, Alabama P. 251.344.+o23 ·•-l,. ,..,Jackson,Mississippi .A.: __. -.: ___. P. 601. 790.0781 D ES I G N Peasocolo. Flocldo P. B50.203.4252 landscape architects www.wcs-design.com [Ni]@LJ li"@ffl! ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. RINision_, ___________ _ ~ ~ Revisions / Submissions _ 00.00.00 ~R=E:VIS=ID~N _______ _ --------------- --------------- --------------- --------------- --------------- --------------- --------------- Copyriltit 2021 WAS Oesi11n Inc. These documents and their contents ore the property of WAS Design. Ifft reproductions, 1WYillion11, rnodifk:otion11 or use of thme documents without. the expmswrittenconent:ofWISDeoginillprohibitedbylaw. vrw ,...,, vrw Project Manager cw Prindpol 213163-126 Project No. 05.25.21 Dot, Sheel:Tltle LANDSCAPE PLANTING DETAILS Sheet No. LP500 ADJACENT PROPERTY OWNERS FOR OBV PHASE SIX Parcel N1..1A:Jber OwAer Name Address City State Zip 05-46-09-29-0-000-003 .002 POWE, ROGER AS TRUSTEE OF THE IRMA POWE 19020 CEDAR LANE FAIRHOPE AL 36532 05-46-09-29-0-000-003.003 POWE, ROGER ETAL POWE, ROGER AS TRUSTEE 19550 INGLESIDE AVE FAIRHOPE AL 36532 05-46-09-29-0-000-003.012 SHELLBROOKE POINTE APARTMENTS LTD PO BOX 220 FLORENCE AL 35631 05-46-09-29-0-000-048.000 POWE, ROGER A5 TRUSTEE OF THE IRMA POWE 19020 CEDAR LANE FAIRHOPE AL 36532 05-46-09-2 9-0-000-05 5,023 TRULAND HOMES LL C 29891 WOODROW LN STE 100 SPANISH FORT AL 36527 05-46-09-29-0-000-055. 024 TRULAND HOMES LL C 29891 WOODROW LN STE 100 SPANISH FORT AL 36527 05 -46-09-29 -0-000-055.025 TRULAND HOMES LL C 29891 WOODROW LN STE 100 SPANISH FORT AL 36527 05-46-09-2 9 -0-000-05 5 .02 6 TRULAND HOMES LL C 29891 WOODROW LN STE 100 SPANISH FORT AL 36527 05-46-09-29-0-000-055 .02 7 TRULAND HOMES LL C 29891 WOODROW LN STE 100 SPANISH FORT AL 36527 OS -46-09-29-0 -000-055 .053 68V OBV HAMLET 2018 L l C 29891 WOODROW LN STE 300 SPANISH FORT AL 36527 05-46-09-29-0-000-055.054 KJC INVESTMENTS LL C (90% INT) ETAL SIS 29891 WOODROW LN 300 SPANISH FORT AL 36527 OS-46-09-29-0-000-055.05 7 68V OBV HAMLET 2018 L LC 29891 WOODROW LN STE 300 SPANISH FORT AL 36527 05-46-09-29-0-000-055.058 68V OBV HAMLET 2018 L l C 29891 WOODROW LN STE 300 SPANISH FORT AL 36527 05-46-09-29-0-000-05 5 .05 9 68V OBV HAMLET 2018 LL C 29891 WOODROW LN STE 300 SPANISH FORT AL 36527 OS-46 -09-29-0-000-055 .060 68V OBV HAMLET 2018 L LC 29891 WOODROW LN STE 300 SPANISH FORT AL 36527 05-46-09-29-0-000-060. 000 ELLIS, DEBORAH BRODBECK ETAL ELLIS , DAVI PO BOX 1173 POINT CLEAR AL 36564