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Home My WebLink About11-01-2021 Planning Commission Agenda Packet Part 1Sh eri) Sullivan ;1,r,•or Kev i n G. Boone Rt.1ben A. Brown \ad, Bu rrell. ,-\CMO nmrn y cnnyer;; Corey Manin Lisa A. Hanks, J\tM • Li[I ' Clerk Kimbe rl y Creech r:lry rrrnsurcr r.o. Dr awer 42Q 2f>1-92S-2 13o 251-928-o,76 Fax w11"· Jairhopea l .!!O\' 1. 2. 3. Call to Order City of Fairhope Planning Commission Agenda 5:00 PM Council Chambers November 1, 2021 Approval of Minutes • October 4, 2021 Consideration of Agenda Items A. SD 21.33 Public hearing to consider the request of the Applicant, Goodwyn Mills Cawood, on behalf of the owner, Gayfer Village Partners, LLC, for Preliminary Plat Approval of Klumpp PUD, a 14-lot subdivision. The property is approximately 75.85 acres and is located on the west side of State Highway 181 between Gayfer Road Ext. and County Road 48. PPIN #: 236701, 316793, 24160 B. ZC 21.13 Public hearing to consider the request of the Applicant, Corte Cave/Mitchell 1, LLC, on behalf of the Owner, Del Corte, to establish an initial zoning of B-2, General Business District, concurrent with conditional annexation into the City of Fairhope. The property is approximately 21.24 acres and is located on the northwest corner of State Highway 181 and State Highway 104. PPIN #: 388078 C. ZC 21.14 Public hearing to consider the request of Hilltop Fairhope, LLC to establish an initia l zoning of PUD (Planned Unit Development), concurrent with conditional annexation into the City of Fairhope to be known as Hill Top Phase I and II. The property is approximately 25.88 acres and is located on the west side of Section Street on Petiole Drive and north of Petiole Drive. Hill Top Subdivision Phase I can be found on Slide 0002746-D, recorded with Baldwin County Probate. Hill Top Subdivision Phase II has not been subdivided but is listed as PPIN # 40591. D. SD 21.42 Public hearing to consider the request of the Applicant, SE Civil, LLC, on behalf of the Owner, Silverhill Enterprises, LLC, for Preliminary Plat Approval of Harvest Green East Phase 1, a 120-lot subdivision. The property is approximately 55.62 acres and is located on the east side of State Highway 181 across from The Waters Subdivision. PPIN #: 17735, 77776 E. SD 21.43 Public hearing to consider the request of the Applicant, SE Civil, LLC, on behalf of the Owner, Silverhill Enterprises, LLC, for Preliminary Plat Approval of Harvest Green East Phase 2, a 108-lot subdivision. The property is approximately 56.64 acres and is located on the east side of State Highway 181, across from The Waters Subdivision. PPIN #: 17735, 77776 F. SO 21.44 Public hearing to consider the request of the Applicant, SE Civil, LLC, on behalf of the Owner, Silverhill Enterprises, LLC, for Preliminary Plat Approval of Harvest Green West Phase 1, a 77-lot subdivision. The property is approximately 41.08 acres and is located on the west side of State Highway 181 near The Waters Subdivision. PPIN #: 17737 G. SD 21.45 Public hearing to consider the request of the Applicant, SE Civil, LLC, on behalf of the Owner, Silverhill Enterprises, LLC, for Preliminary Plat Approval of Harvest Green West Phase 2, a 71-lot subdivision. The property is approximately 41.61 acres and is located on the west side of State Highway 181 near The Waters Subdivisio n. PPIN #: 17731 H. SD 21.47 Public hearing to consider the request of the Applicant, SE Civil LLC, on behalf of the Owner, FST Robert N Graham, LLC, for Plat Approval of Eastern Shore Outparcel Subdivision, a 2-lot minor subdivision . The prop erty is approximately 7.98 acres and is located on the southeast corner of County Road 48 and State Highway 98 . PPIN #: 64946 I. SD 21 .48 Pub lic hearing to consider the request of the Applicant, Corte Cave/Mitchell 1, LLC1 on behalf of the Owner, Del Corte, for Preliminary Plat Approva l of Re-Sub Lot 2, NW Corner Hwy 181-Hwy 104 Subdivision, a 9~lot subdivision. The property is approximately 21.24 acres and is located on the northwest comer of State Highway 181 and State Highway 104. PPIN #: 388078 4. Old/New Bus iness 5. Adjourn October 4, 2021 Planning Commission Minutes 1 The Planning Commission met Monday, October 4, 2021, at 5:00 PM at the City Municipal Complex, 161 N. Section Street in the Council Chambers. Present: Lee Turner, Chairperson; Clarice Hall; Art Dyas; Harry Kohler; John Worsham; Jason Langley, Water and Sewer Director; Mike Jeffries, Development Services Manager; Samara Walley, Planner; Allie Knutson, Secretary; and Chris Williams, City Attorney. Absent: Rebecca Bryant; Hollie MacKellar; Jimmy Conyers; and Hunter Simmons, Planning and Zoning Manager. Chairman Turner called the meeting to order at 5:03 PM. Minutes from September 9, 2021, meeting: John Worsham made a motion to approve the minutes as submitted. Harry Kohler seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Art Dyas, Jason Langley, Harry Kohler, and John Worsham. NAY: None. UR 21.05 Request of AT&T for an 11.52.11 Utility Review and approval of the proposed installation of 4,250 linear foot of buried cable and 2,517 linear foot of overlashed cable. Owner/Developer: AT&T General Location: S. Rolling Oaks Dr., Meadow Brook, and CR 13 area Project: Installation of Fiber Optic Cable Jurisdiction: City of Fairhope Report prepared by: Mike Jeffries, Development Services Manager Recommendation: Approval with Conditions Summary: Mike Jeffries, Development Services Manager, presented the case summary. A map was shown depicting the proposed installation. Recommendation: Staff recommends APPROVAL of UR 21.05, subject to the following conditions: 1. Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. 2. At all street crossing locations, conduct potholing to determine exact location and elevation of existing utilities. Reflect the exact elevation of utilities and GPS coordinates of the pothole locations on a set of as-built drawings. a. An additional right-of-way permit may be required for the potholing procedures. October 4, 2021 Planning Commission Minutes 2 3. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the mapping technician for inclusion in GIS utility maps as needed. 4. Provide draft door hanger for approval at time of pre-construction. 5. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. An AT&T Representative was not present and there were no further questions or comments from Commissioners. Motion: Art Dyas made a motion to approve Case UR 21.05, subject to staff recommendations. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Art Dyas, Jason Langley, Harry Kohler, and John Worsham. NAY: None. UR 21.06 Request of AT&T for an 11.52.11 Utility Review and approval of the proposed installation of approximately 18,372 linear foot of overlashed cable and approximately 12,301 linear foot of directional boring for fiber cable. Owner/Developer: AT&T General Location: Various Right of Ways around Gayfer Avenue and Section Street Project: Installation of Fiber Optic Cable Jurisdiction: City of Fairhope Report prepared by: Mike Jeffries, Development Services Manager Recommendation: Approval with Conditions Summary: Mike Jeffries, Development Services Manager, presented the case summary. A map was shown depicting the proposed installation. Recommendation: Staff recommends APPROVAL of UR 21.06, subject to the following conditions: 1. Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. 2. At all street crossing locations, conduct potholing to determine exact location and elevation of existing utilities. Reflect the exact elevation of utilities and GPS coordinates of the pothole locations on a set of as-built drawings. a. An additional right-of-way permit may be required for the potholing procedures. 3. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the mapping technician for inclusion in GIS utility maps as needed. October 4, 2021 Planning Commission Minutes 3 4. Provide draft door hanger for approval at time of pre-construction. 5. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. An AT&T Representative was not present and there were no further questions or comments from Commissioners. Motion: John Worsham made a motion to approve Case UR 21.06, subject to staff recommendations. Harry Kohler seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Art Dyas, Jason Langley, Harry Kohler, and John Worsham. NAY: None. UR 21.07 Request of Mediacom for an 11.52.11 Utility Review and approval of the proposed installation of 7,300 linear foot of directional boring for fiber cable. Owner/Developer: Mediacom General Location: Quail Creek Drive Project: Installation of Fiber Optic Cable Jurisdiction: City of Fairhope Report prepared by: Mike Jeffries, Development Services Manager Recommendation: Approval with Conditions Summary: Mike Jeffries, Development Services Manager, presented the case summary. A map was shown depicting the proposed installation. Recommendation: Staff recommends APPROVAL of UR 21.07, subject to the following conditions: 1. Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. 2. At all street crossing locations, conduct potholing to determine exact location and elevation of existing utilities. Reflect the exact elevation of utilities and GPS coordinates of the pothole locations on a set of as-built drawings. a. An additional right-of-way permit may be required for the potholing procedures. 3. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the mapping technician for inclusion in GIS utility maps as needed. 4. Provide draft door hanger for approval at time of pre-construction. 5. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. A Mediacom Representative was not present and there were no further questions or comments from Commissioners. October 4, 2021 Planning Commission Minutes 4 Chairman Turner opened the Public Hearing, no one spoke, Chairman Turner closed the Public Hearing. Motion: Clarice Hall-Black made a motion to approve Case UR 21.07, subject to staff recommendations. Jason Langley seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Art Dyas, Jason Langley, Harry Kohler, and John Worsham. NAY: None. UR 21.08 Request of Mediacom for an 11.52.11 Utility Review and approval of the proposed installation of 12,288 linear foot of directional boring for fiber cable. Owner/Developer: Mediacom General Location: Stone Creek Subdivision Project: Installation of Fiber Optic Cable Jurisdiction: City of Fairhope Report prepared by: Mike Jeffries, Development Services Manager Recommendation: Approval with Conditions Summary: Mike Jeffries, Development Services Manager, presented the case summary. A map was shown depicting the proposed installation. This project is to be broken up into several different phases for line locates. Recommendation: Staff recommends APPROVAL UR 21.08, subject to the following conditions: 1. Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. 2. At all street crossing locations, conduct potholing to determine exact location and elevation of existing utilities. Reflect the exact elevation of utilities and GPS coordinates of the pothole locations on a set of as-built drawings. a. An additional right-of-way permit may be required for the potholing procedures. 3. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the mapping technician for inclusion in GIS utility maps as needed. 4. Provide draft door hanger for approval at time of pre-construction. 5. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. Chairman Turner asked if these installations are being put in, in the new subdivisions initially. Mr. Jeffries stated that they are not being put in initially, but that the Planning Department is working with the utility providers and the developers to have them install during Preliminary Plat Approval. October 4, 2021 Planning Commission Minutes 5 Where the installations are going in right now are in older, more established neighborhoods as a secondary supply for another provider. A Mediacom Representative was not present and there were no further questions or comments from Commissioners. Motion: Art Dyas made a motion to approve Case UR 21.08, subject to staff recommendations. Clarice Hall-Black seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Art Dyas, Jason Langley, Harry Kohler, and John Worsham. NAY: None. SD 21.39 Public hearing to consider the request of 68V Overland 2021 LLC for Plat Approval of Overland Subdivision. Property Owner/Applicant: 68V Overland 2021, LLC General Location: Southeast corner of the intersection of County Road 48 and Blueberry Lane Project Type: 2-Lot Minor Subdivision Project Acreage: 30.70 acres Zoning District: PUD PPIN Number: 43640 Engineer of record: SE Civil, LLC School District: Fairhope Elementary School, Fairhope Middle and High Schools Report prepared by: Samara Walley, City Planner Recommendation: Approval with Conditions Summary: Samara Walley, City Planner, presented the case summary. The subject property is in Fairhope’s corporate limits and therefore must follow Fairhope’s Subdivision Regulations. The proposed subdivision according to Fairhope’s Subdivision Regulations is a minor subdivision and has been reviewed accordingly. It should be noted that the subject property received PUD and annexation by City Council on June 28, 2021. The overall development includes single-family and multi-family components. The preliminary plat illustrates a 2-lot subdivision at the intersection of Fairhope Avenue and Blueberry Lane. A 75’ highway construction setback and a 35’ minimum building setback line is illustrated along Fairhope Avenue. A 30’ building setback line is illustrated along River Mill Drive. A wetland buffer is present on the subject site. A 30’ wetland buffer and buffer signs are illustrated on the site. The preliminary plat does not illustrate sidewalks. As a condition of approval, sidewalks shall be illustrated along Fairhope Avenue as required in the PUD approval (ZC 21.01). Recommendation: Staff recommends APPROVAL of Case SD 21.39, subject to the following conditions: October 4, 2021 Planning Commission Minutes 6 1. Revision of the plat to illustrate a sidewalk along Fairhope Avenue as required in the approved PUD (ZC 21.02) Larry Smith with SE Civil, LLC was present, but Commissioners had no further questions or comments. Chairman Turner opened the Public Hearing, no one spoke. Chairman Turner closed the Public Hearing. Motion: John Worsham made a motion to approve Case SD 21.39, subject to staff recommendations. Clarice Hall-Black seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Art Dyas, Jason Langley, Harry Kohler, and John Worsham. NAY: None. SD 21.40 Public hearing to consider the request of 68V Overland 2021 LLC for Preliminary Approval of Overland Townhomes. Property Owner/Applicant: 68V Overland 2021 LLC General Location: Southeast corner of the intersection of County Road 48 and Blueberry Lane Project Type: 16-unit Multiple Occupancy Project Project Acreage: 2.12 acres Zoning District: PUD PPIN Number: 43640 Engineer/Surveyor of Record: SE Civil, LLC School District: Fairhope Elementary School, Fairhope Middle and High Schools Report prepared by: Samara Walley, City Planner Recommendation: Approval with Conditions Summary: Samara Walley, City Planner, presented the case summary. The applicant submitted a site plan illustrating four 3,750 square foot townhomes. Interior sidewalks are illustrated, and 32 parking spaces have been provided. The proposed development did not result in the requirement of a Traffic Impact Study. It should be noted that City Council approved a conditional annexation to PUD in June of 2021. The Overall Overland Development will consist of 62 lots. 61 will be single family residential lots and 1 lot will consist of 4 multi-family quadplexes resulting in 16 units. The subject application is for the multi - family lot. 25% greenspace is required, resulting in 0.61 acres. The greenspace plan illustrates 0.93 acres of greenspace on site and is therefore, adequate. The 0.03 acres wet pond is illustrated and notes greenspace credit. Water, sewer, and gas services are available through the City of Fairhope. Electrical service is available through Baldwin EMC. There is an existing fire hydrant located near the corner of Blueberry Lane and Fairhope Avenue and a proposed hydrant inside the development. The fire flow test, signed by Larry Smith, PE, affirms that there is adequate fire flow for the proposed development. October 4, 2021 Planning Commission Minutes 7 A wet pond is located on the east side of the property. S.E. Civil states the following regarding drainage: “The terrain of the site falls from west to east and discharges into an existing floodway, with elevations ranging from 89 ft to 81 ft. The site is wooded... Water will be collected in a series of inlets and underground drainage. The underground drainage will discharge into a proposed wet pond on the east side of the property before discharging into the floodway.” The applicant has submitted a landscape plan completed by WAS Design Landscape Architects. Staff finds that the landscape plan is in compliance with the City of Fairhope requirements. Recommendation: Staff recommends APPROVAL of Case SD 21.40, subject to the following conditions: 1. Aid to construction for Rivermill Road lift station shall be paid prior to the issuance of a land disturbance. 2. All sidewalks and street trees shall be installed prior to submission of Final MOP Approval, including sidewalk along Fairhope Avenue. Commissioners did not have any additional questions for staff. Chairman Turner opened the Public Hearing, no one spoke. Chairman Turner closed the Public Hearing. Motion: Art Dyas made a motion to approve Case SD 21.40, Overland Townhomes, subject to staff recommendations. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Art Dyas, Jason Langley, Harry Kohler, and John Worsham. NAY: None. SD 21.41 Public hearing to consider the request of FST Aldi, Inc. for Preliminary Approval of Aldi Subdivision. Property Owner/Applicant: FST Aldi, Inc. General Location: Northeast corner of the intersection of County Road 48 and State Highway 181 Project Type: 5-unit Multiple Occupancy Project Project Acreage: 7 acres Zoning District: Unzoned PPIN Number: 248109, 211347 Engineer/Surveyor of Record: Kimley Horn School District: Fairhope East Elementary School, Fairhope Middle and High Schools Report prepared by: Mike Jeffries, Development Services Manager Recommendation: Approval with Conditions Summary: Mike Jeffries, Development Services Manager, presented the case summary. October 4, 2021 Planning Commission Minutes 8 The property is unzoned Baldwin County, but lies within the Planning Jurisdiction of Fairhope and is being reviewed as a Multiple Occupancy Project (MOP) under the City of Fairhope’s Subdivision Regulations. This application is for Preliminary Approval. If approved, an application for final MOP approval must be submitted to close out the project and record any necessary documents. A full traffic study was conducted and recommends three driveways. All recommended traffic improvements shall be installed prior to Final MOP approval and will require appropriate permits through ALDOT and Baldwin County Highway Department (BCHD). Water will be collected in a series of inlets, underground drainage pipes, and ditches. The underground drainage will discharge into the proposed wet pond on the east side of the property. Once capacity of the wet pond is reached, the stormwater will be conveyed to an existing ditch on the northside of the property. Post-development flow is less than pre-development flow. 10% greenspace is required resulting in 30,000 square feet. 20,000 square feet will be provided with the construction of the first unit. The remainder shall be installed with final build out. Electric will be provided by Baldwin EMC. Gas, Water, Sewer will be provided by the City of Fairhope. Required upgrades and any required easements have been discussed. Any Aid to Construction will be required at time of permitting. Garbage will be provided by Baldwin County Solid Waste or a private company. Recommendation: Staff recommends APPROVAL of Case SD 21.41, subject to the following conditions. 1. Future Development shall contain a minimum of 9,717 SF designated as greenspace that does not include portions of land used for drainage. 2. The plat for the property shall be amended to satisfy Baldwin County Comments. 3. Applicant shall provide a signed Memorandum of Transmittal from Baldwin County. Mr. Jeffries stated that they are currently working on a replat with Baldwin County, once approved, Baldwin County will sign the replat and Memorandum of Transmittal. Chairman Turner asked if the 60-foot setback considers the widening of State Highway 181. Mr. Jeffries stated that yes, the widening has been taken into account for that setback. Art Dyas said he does not want State Highway 181 to look like a strip of parking lot and if the City can encourage the Developer to add landscaping. Mr. Jeffries replied that the City can only encourage them since they are in Baldwin County and not the City of Fairhope. Art Dyas asked who is responsible for monitoring and changing the screens in the drainage outlets. Mr. Jeffries stated that the owners are responsible for that, and they are subject to their Operations and Maintenance (O & M) Agreement. Once a complaint is made, the City will do an inspection and send a letter to the owner. Then, an engineer, hired by the owner, would check it and send a report to the City. October 4, 2021 Planning Commission Minutes 9 Aldi Representative, Dave Hassen, was present and confirmed that it is the responsibility of the owner or developer to maintain quality and report to the City. Chairman Turner opened the Public Hearing, no one spoke. Chairman Turner closed the Public Hearing. Motion: Art Dyas made a motion to approve Case SD 21.41, Aldi Subdivision, subject to staff recommendations. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Art Dyas, Jason Langley, Harry Kohler, and John Worsham. NAY: None. Old/New Business Comp Plan Discussion Mike Jeffries, Development Services Manager, gave information on the upcoming Comprehensive Plan meetings. Adjournment Having no further business, John Worsham made a motion to adjourn, and the motion carried unanimously with the following vote: AYE: Lee Turner, Clarice Hall, Art Dyas, Jason Langley, Harry Kohler, and John Worsham. NAY: None. Adjourned at 5:40 p.m. ____________________________ ________________________ Lee Turner, Chairman Allie Knutson, Secretary COUNTY RD 48 ORLEANS DR FAIRHOPE AV T E A L E A F WILLO W L N R OYAL LN IDLEWILD DRJMICHAELSTGAYFER RD EXT NORMANDY STSALVADOR STBLUEBERRY LNNOBLEMANDRRIVERMILLDRKNOLLWOOD AV MCNIELDAVIS LN MARION CTBROWNING LNPETZ AV GILBREATH AV WEE PINGWILLO WSTFALLSCREEKSTAYRSHIRE LNSTRATFORD STSTATE HWY 181SAINT CHARLES CT LOWRY DR HUCKNALL DR THOMPSON HALL RDCity of FairhopePlanning Commission November 1, 2021 ¯ FAIRHOPE AV IDLEWILDDRROYAL LN GIRBY AV KNOLLWOOD AV HALLS MILL AVNORMANDY STGAYFER RD EXT STATE HWY 181STRATFORD STCOUNTY RD 48 MEMORIAL AVFALLS CREEK STLOWRY DRHUCKNALL DR SD 21.33 - Klumpp PUD Legend COF Corp. Limits B-2 - General Business District PUD - Planned Unit Development R-1 - Low Density Single-Family R-2 - Medium Density Single-Family R-3 - High Density Single-Family R-A - Residential/Agriculture District COF Planning Jurisdiction ¯ ¯ ^ Project Name:Klumpp PUDSite Data:75.85 acresProject Type:14-Lot SubdivisionJurisdiction:Fairhope Planning JurisdictionZoning District:PUD (Planned Unit Development)PPIN Number:236701, 316793General Location:West side of State Highway 181 between Gayfer Road Ext. and County Road 48Surveyor of Record: Engineer of Record:Goodwyn Mills Cawood Owner / Developer:Gayfer Village PartnersSchool District:Fairhope East Elementary School, Fairhope Middle and High Schools Recommendation:Approved w/ ConditionsPrepared by: Mike Jeffries Page 5 of 10 APPLICATION FOR SUBDIVISION PLAT APPROVAL App li cation Type: D Vi ll age Subdi vision ~ Preliminary Plat D Minor Subdivision D In formal (No Fee) □ Fina l Plat D Multiple Occupancy Project Attachments: @ Artic le s o f In corporation or Li st a ll associated investors Date of Appl ication : __ 4/_2_7/_2_1 ____ _ Property Owner / Leaseholder Information Name of Property Owner: Gayfer Village Partners, LLC Phone Number: (251) 421-6250 Address of Property Owner: _P_O_Bo_x_5_7_9 ________________ _ City: Bay Minette State: AL Zip: 36507 Proposed Subdivision Name: Klumpp Parcel a Planned Unit Development No . Acres in Plat: ___ 75_.8_5 ______ No. Lots/Units: 14 PUD Parcel No: 05-46-05 -15-0-0 00-001 .001 Current Zoning: 05-46-05-15-0-000-001.003 --------- Authorized Agent Information Plat must be s igned by the property owner before acceptance by the C ity of Fairhope Name of Authorized Agent: Goodwyn Mills Cawood Phone Number: 251-380-8749 Address: 2039 Main St City: Daphne State: AL Zip: ~3~6~52=6 __ _ Contact Person: Amanda Thompson Surveyor/ Engineer Information Name of Firm: Goodwyn Mills Cawood Phone Number: 251-380-8749 Address: 2039 Main St City: Daphne State: AL Zip: ~3_65_2~6 __ _ Contact Person: Amanda Thompson Plat Fee Calculation: Reference: Ordinance 1269 Signatures: 1 certify that I am the property owner /leaseholder of the above described property and hereby submit this plat to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this appli cation. A IMOJ\&Q-, --J\ioMfeSCM ~ lT~ Property Owner/Leasehold er Prined Name Signature lvltLPJ c)__\ Date I Fairhope Single Tax Corp . (If Applicable) Preliminary Plat Application Checklist * *This checklist is intended for convenience purposes only . Refer to the Subdivision Regulations for a complete list of requirements. ~ 2 Copies of the Plat K 2 Sets of construction plans Ix I Copy of the plat in PDF format on disk ~ Subdivision Application with Articles of Incorporation Attached [x Errors and Omission Insurance Ix Drainage Plan (stand alone document) l1C O & M Plan IX BMP Plan (stand alone document) ~ Street Plan ~ Pedestrian Circulation Plan Page 6 of 10 f Landscape Plan including street trees and tree preservation plan (stand alone document) WArraffic Study, if app li cable (stand alone document) N/A for this submittal ; it is in the process Ix Aeria l With Topographic Overlay Ix Ut ility plans and Profiles lx-A street lighting plan N/Rroof of Receipt from the County, if applicable NJ/Certificate of County Zoning, (must be signed and zo ning of property, if any , indicated) ~1-M:emorandum of Transmitta l signed indicating County's receipt of pla t/p lan s for development being submitted before Planning Commission. Ix Flow Modeling Ix Other engineering and pertinent documents: (including but not I imited to Floodp lain/floodway information , CLOMR, LOMR application s or corre s pondence , wetlands reports , and ADEM correspondence, ADEM Notifications , ALDOT correspondence, etc.) t:x All app li cab le permits (e.g. ALDOT, ADEM , COE, etc.) To be submitted after preliminary plat approval Please note that if your site is located outside the City of Fairhope limits , but in the planning jurisdiction , the County documentation is required and your application will be considered incomplete without the County documentation. Page 10 of 10 CERTIFICATION OF PROPERTY OWNER NOTIFICATION LIST As Required by the City of Fairhope Hearings on Subdivision plat app li cations require notification to all property owners adjacent to the proposed subdivision. This list must be the most current property owners' records available from the Baldwin County Revenue Office. By signing below, I Amanda Thompson , (applicant) do hereby certify that the property owner list attached to this appli cation was obtained from the Baldwin County Revenue Office and is a complete list of all real property owners/lessees adjacent to the property submitted from Subdivision approval. 11 ~ ~if]_ __ 4/_23_/21 ___ _ Sig~t'tire of Applicant orAuthorizedAgent Date of Application 1 SD 21.33 KLUMPP Subdivision – November 1, 2021 Summary of Request: The applicant, Tom Mitchell, on behalf of Gayfer Village Partners is requesting preliminary approval for a 14-lot subdivision. The property received approval for conditional annexation to Planned Unit Development (PUD) in November 2019 and later amended in April 2021. Ordinance #1708, which amended the original PUD, contains the approved site plans. This subdivision must substantially conform to the approved site plans. This application is also being reviewed against Fairhope Subdivision Regulations and all other applicable ordinances. Jeremy Sasser, P.E., with GMC, is the engineer of record for the project and the authorized agent. The PUD included 3 units: Unit 1 – 12 Commercial lots, B-2 Allowed uses Unit 2 – 1 residential lot in conformance with PUD Unit 3 – 1 lot in conformance with PUD (Convalescent, Nursing, or assisted living) The rendered version of the site plan for the PUD is included below. All three site plans included with the PUD are provided as attachments. Comments: - Utilities: All connections and work in ALDOT ROW will require permitting from ALDOT. Utilities within Fairhope ROW will require permitting from The City of Fairhope Building Department. o Water – Water is provided by Fairhope. o Sewer – Sewer is provided by Fairhope. Capacity needs have yet to be finalized but will be reviewed by the Water and Sewer Superintendent. Connections to Fairhope Sewer will incur aid to construction costs. Easements will be provided, as necessary. Final plans and aid to construction costs shall be approved by Jason Langley, Water and Sewer Superintendent. o Power – The applicant has not clarified the power utility. ~ra=~~,~- ... , .. c-,9cO'<I\Et"<(;fO" IIW'tl,,r,.11f40,,llfa)~fffll,0 #C~ltCCl'oh«Tr'IG~ IMC:~,:::,...,w.11 UNIT3 1083ACt SCAU.! ,·-uio· 2 SD 21.33 KLUMPP Subdivision – November 1, 2021 o Gas – Gas will be supplied by Fairhope. Total gas loads for this project are yet to be determined, but the applicant is coordinating with COF Utilities. Easements will be provided, as necessary. o Communications provided by AT&T. - Traffic: o A traffic study was completed and warranted eastbound left turn lanes on Fairhope Avenue and southbound right turn lanes on AL Highway 181. ALDOT has done a preliminary review of this plan and ROW permits and approval will be required through ALDOT for work along AL Highway 181. o The traffic study considered all three units included in the PUD site plan. (Commercial lots, 233-unit multi-family housing, and 50-unit senior adult housing area). Uses for the commercial lots are based on B-2, General Business District, and further limited within the Traffic Impact Study (TIS). Future development activities must meet the limits specified within the TIS or provide a revised TIS that may require additional improvements. Table 4.1 of the TIS is partially included below for reference. - Site and Drainage: o The site has a small ridge running through the middle of the site dividing it into a northern basin and southern basin.  Currently, the storm water travels under AL Highway 181 through existing pipes. o The drainage was reviewed by a third-party; Neel-Schaffer.  Initial comments are included in this report and were addressed by the applicant.  Secondary comments are minor and as a condition of approval must be addressed by the applicant and approved by City of Fairhope’s Public Works Director. o The site contains existing wetlands and a plan to enhance and construct additional wetlands have been proposed. The initial plan has met the general criteria and will be reviewed further at time of submittal for wetland permit through City of Fairhope Building Department. o A master drainage plan for the site includes areas for the proposed commercial lots to tie into and each individual lot will be required at time of future permitting to have an engineer verify compliance with the master drainage plan. o The current master drainage plan provides for treatment for suspended solids. Future designs may alter the existing plan, particularly lots 7-9. Staff anticipates future designs will likely require amendments to the O&M plan. Future development on each lot requires a separate Site Plan Review. Staff should review drainage during the Site Plan Review. KLUMPP P ROPERTY F AIRHO PE , AL Table 4 .1-Trip Generation Daily AM Peak Hour PMPeakHmu· Land Use futensitv TriP5 Total In Out Total In Out Multi-Family Housing (Low-Rise ) 233 Dwelling Units 1.721 107 25 82 125 79 46 Senior Adult Housing -Al.tached 50 Dwelling Units 176 10 4 6 14 8 6 Medical-Dental Office Building 25 1000 SFGFA 873 65 51 14 87 24 63 High-T1m1over (Sit-Down) Restatu"ant 15 1000 SFGFA 1.683 149 82 67 147 91 56 Fast-Food Restatu"ant w/ Driw-Tlu-ough 9 1000 SFGFA 4.239 362 185 17 7 294 153 141 Apparel Store 16 1000 SFGFA 1.062 16 13 3 66 34 32 Convenience Market with Gasoline 5 1000 SFGFA 3 .1 2] 203 102 JOI 246 123 123 Internal Capttu"e (Reduction) 88 44 44 156 78 78 Total 824 418 406 823 434 389 3 SD 21.33 KLUMPP Subdivision – November 1, 2021 o Drainage for Unit 2 and Unit 3 will be reviewed again at time of future development. o Drainage work done in ALDOT ROW will require ALDOT permitting and approval. - Landscaping: o At time of Final Plat, the City Horticulturalist will verify all street trees and landscaping meets approved plans. Spacing of trees along ROW’s are at 45’ on center per the PUD. o The landscape plans illustrate a sidewalk outside the landscape buffer in conflict with the PUD. The sidewalk shall be located within the landscape buffer as reflected within the PUD and shall be installed prior to final plat. - General Comments: o A temporary sediment pond on proposed lots 7 & 8 will be utilized during construction and will be removed prior to final plat or after stabilization of the site as directed by the Building Official. Staff Recommendation of Case SD 21.33 Klumpp Subdivision: Approval with the Following Conditions: 1. Traffic improvements recommended by the Traffic Study and/or ALDOT will be installed by the Developer. 2. Final placement, capacity, and aid to construction costs for all utilities shall be approved by the respective superintendent. Aid to construction costs shall be determined prior to application of building permit. 3. All sidewalks and street trees are required to be installed prior to final plat application. 4. Uses in Unit 3 shall be limited to those specified within the TIS. A revised TIS may be required. 5. All existing buildings must be removed before final plat application. 6. Landscape inside the roundabout shall be labeled “Common Area” with a note that clearly states who is responsible for the maintenance. 7. Final drainage comments from Neel-Shaffer must be addressed and approved prior to issuance of a building permit. 8. The utility providing power shall be clarified prior to issuance of a building permit and noted on the plat. "' "' .... "' 00 "' 0 DRAWING FILE: W:\CMOB Proj\Gayfer Village Partners\CMOEm0186-Klumpp Property\1SURVEY\DWG\CMOB190186-PLA T,dwg PLOTTED: Oct 25. 2021-8:09am 1/2"CRF (LS16671) 1.6' "NoRTl-1 & .J' W~N~~ ► 00 LOT 67 @ LOT 66 @ LOT 65 @) ~I t1 LOT 59 '°j B I I I I I KLUMPP PARCEL A PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT sheet 1 of 2 () I 11 GAYFER VILLAGE PARTNERS, LLC 20741 HWY 181 SOUTH, FAIRHOPE, AL GMC Project# CMOB190186 0 ISSUE DATE DRAWN BY: SLS CHECKED BY: SLS G) I VICINITY MAP NOTTOSCALE P.O.C. P.O.B. (A} (R} (P} (C} POINT OF COMMENCEMENT POINT OF BEGINNING ACTUAL RECORD DEED PLAT OF RECORD COMPUTED OTIF OPEN TOP IRON PIPE FOUNO IPF IRON PIN FOUND CTIF CRIMP TOP IRON PIPE FOUND CRF CAPPED REB-\R FOUND RBF 1 /2" REBAR FOUND CRS 1 /2" CAPPED REBAR SIT STAMPED CA#604 CMF CONCRETE MONUMENT FOUND CMS CONCRETE MONUMENT SET ; ~;t~~;ox (VAULT} I SANITARY SEW£R VALVE WATER WJ ... VE GAS VALVE Im] TRANSFORMER BOX ):( LIGHT POLE ~ CABLE 1V BOX ~ ELECTRIC BOX I ~L:l~~Np~~~ROL VALVE @ SANITARY SEWER MANHOLE g ~:Hg;~~~LE LS# LICENSED PROFESSIONAL SURVEYOR'S NUMBER CAf CERTIFICATE OF AUTHORIZATION NUMBER @ SEWER CLEANOUT ~ SEWER GRINDER PUMP (DIST} DISTURBED (REF) REFERENCE CORNER SIT ON LINE (UNR} UNREADABLE INST I INSTRUMENT NUMBER SECT. SECTION T-TOWNSHIP R-RANGE --0-POWER POLE E--GUY WIRE R/W RIGHr-OF-WAY R.O.W. RIGHr-OF-WAY ◊ FIRE HYDRANT 4 SIGN lffi TELEPHONE PEDESTAL ~ ELECTRIC METER BOX @ AIR CONDITIONER @ JUNCllON BOX (VAULT} EL/ELEV ELEVATION INV INVERT (l) PARCEL OWNER ID f, SEE SHEET 2 FOR NA~ES & ADRESSES SJ'J'JLlMJ'A TAX PARCEL NO. 05-46-05-15-0-000-001 .001 05-46-05-15-0-000-001 .003 TOTAL SITE AREA -75.85 ACRES± TOTAL NUMBER OF LOTS -13 SMALLEST LOT = 1.14 ACRES± (49,610 S.F.±) LARGEST LOT = 40.76 ACRES± (1,775,390 S.F.±) TOTAL LINEAR FEET OF STREET -3,770 FEET -P.U.D., PLANNED UNIT DEVELOPMENT CITY OF FAIRHOPE, AL ZONING REOlllREMENJS IINII 1 B-2 (GENERAL BUSINESS) WITH EXCEPTIONS 20' FRONT SETBACK, UNLESS OTHERWISE SHOWN 25' BUILDING SETBACK &: BUFFER STRIP ALONG HIGHWAY 181 ZERO REAR SETBACK ZERO SIDE SETBACK NO MINIMUM LOT WIDTH AT THE STREET NO MINIMUM LOT WIDTH AT SETBACK LINE 30' MAXIMUM HEIGHT REQUIREMENT ZONING REOUIRft.1ENTS UNIT 2 & J P.U.D. 30' FRONT SETBACK 30' SIDE SETBACK 30' SIDE STREET SIDE SETBACK 45' COMBINED REAR SETBACK & BUFFER AREA NO MINIMUM LOT WIDTH AT THE STREET NO MINIMUM LOT WIDTH AT SETBACK LINE 30' MAXIMUM HEIGHT REQUIREMENT GENERAL SURVEYOR'S NOTES ~~~: @ GAS LINE SIGN MARKER _&_ TELEPHONE SIGN MARKER .£ WATERLINE MARKER f:::. FIBER OPTIC LINE MARKER (EX.) EXCEPTION -FO-UNDERGROUND FIBER OPTIC LINE -OE-OVERHEAD ELECTRIC -BE-BURIED ELECTRIC LINE UNDERGROUND TELEPHONE LINE UNDERGROUND SEWER LINE UNDERGROUND WATERLINE UNDERGROUND GAS LINE -TV-UNDERGROUND TELEVISION 18[ f.#f' SPOT GRADE ELEVATIONS C~P CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE CPP CORRUGATED PLASTIC PIPE ~ ASPHALT C:J GRAVEL ~iM~11 CONCRETE OWNER/DEVELOPER GAYFER VILLAGE PARTNERS, LLC P.O. BOX 579 BAY MINETTE, AL 36507 SURVEYOR STUART L. SMITH AL LICENSE NO. 27403 PEPICATfP EASEMENTS 7.5' DRAINAGE & UTILITY EASEMENT ON BOTH SIDES OF ALL INTERIOR LOT LINES UNLESS OTHERWISE STATED. 15' DRAINAGE &: LJTILITY EASEMENT ALONG ROADSIDE, THE SUBDIVISION PERIMETER SIDE AND REAR BOUNDARY LINES. lillLlllES POWER SEWER WATER GAS TELE -BEMC &: RIVIERA -CfTY OF FAIRHOPE -CfTY OF FAIRHOPE -CITY OF FAIRHOPE -AT&T 1. SOURCES OF INFORMATION USED TO FACILITATE THIS SURVEY WERE PREVIOUS SURVEYS BY THIS AND OTHER FIRMS, THE RECORDED SUBDIVISION PLAT, AND/OR OTHER RECORDED DOCUMENTS SHOWN HEREON. R.0.W. INFORMATION WAS FOUND WITHIN THE FOLLOWING RECORDED DOCUMENTS; DB 149, PG 263; DB 150, PG 385; RP 396, PG 756; RP 396, PG 757; RP 592, PG 1495: RP 592, 1+96. 2. NO TITLE SEARCH, TITLE OPINION OR ABSTRACT W/J.S PERFORMED BY THIS FIRM. THERE MAY BE DEEDS OF RECORD, UNRECORDED DEEDS, EASEMENTS, RIGHT-OF-WAYS, OR OTHER INSTRUMENTS OF RECORD WHICH COULD AFFECT THE BOUNDARIES OF THIS PROPERTY THAT WERE NOT FURNISHED AT TIME OF SURVEY. 3. FIELD WORK FOR THIS SURVEY Wt,.S COMPLETED ON 09/06/2019. 4. ALL BEARINGS ARE BASED ON NORTH At.1ERICAN DATIJM 1983, ALABAMA WEST ZONE; STATE PLANE GRID NORTH; DERIVED BY GLOBAL POSITIONING SYSTEM OBSERVATION; ALL DISTANCES SHOWN ARE GROUND DISTANCES. ALL MEASUREMENTS WERE MADE IN ACCORDANCE WITH U.S. STANDARD FEET. 5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. CONTOURS ARE SHOWN AT ONE FOOT INTERVALS. 6. THE SURVEYED PROPERTY IS LOCATED WITI-llN AN AREA HAVING A ZONE DESIGNATION OF -AE-, "X-SHADEDM &: -x-BY TI-lE FEDERAL EMERGENCY MANAGEMENT AGENCY {FEMA), /J.S SCALED FROM FLOOD INSURANCE RATE MAP NO. 01003C0663M, WITH A REVISED DATE OF APRIL 19, 2019, FOR COMMUNITY NO. 010006, IN BALDWIN COUNTY, STATE OF ALABAMA. 7. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS SHOWN. 8. ALABAMA ONE CALL WAS CONTACTED TO HAVE THE UNDERGROUND UTILITIES MARKED FOR LOCATION ON 07/16/2019 (TICKET fl 191970179, 191970232, 191970273, 191971726). ANY EXISTING UNDERGROUND lJTIUTIES NOT SHOWN HEREON WERE NOT MARKED AT THE TIME OF THIS SURVEY. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILmES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, BUT THE UTILITIES ARE SHOWN AS THEY WERE MARKED IN THE FIELD. 9. WETLAND SCIENCES, INC., PERFORMED A JURISDICTIONAi... DETERMINATION OF AU. WETLANDS REGULATED UNDER 33 CFR 320-330 (US ARMY CORPS OF ENGINEERS IN ACCORDANCE WITH THE CORPS OF ENGINEERS 1987 WETLAND DELINEATION MANUAL) AND ALABAMA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. LINES SHOWING THE DELINEATED WETLANDS ARE ACCURATE WITHIN 1-3 METERS. [WETLAND SCIENCES PROJECT NO. 2018-127, DATED 04/09/2018] 10. THIS IS A BOUNDARY FOR SUBDIVISION PLAT. 11. THE SURVEYED PROPERTY LIES WITHIN SECTION 15, TOWNSHIP 6 SOUTH, RANGE 2 EAST. MISCELLANEOUS NOTES STIJART L SMITH, PLS DATE ALABAMA LICENSE NUMBER 27403 •DRAWING IS INVALID WITHOUT SIGNATURE & SEAL OF A LICENSED LAND SURVEYOR 2039 Main Street Daphne, AL 36526 T 251.626.2626 GMCNETWORK.COM GOODWYN MILLS CAWOOD, LLC "' .... 00 "' 0 - ... - c.n "' - 00 0 DRAWING FILE: W:\CMOB Proj\Gayfer Village Partners\CM0Em0186-Klumpp Property\1SURVEY\DWG\CMOB190186-PLA T _recover.dwg PLOTTED: Oct 25, 2021-7:57am ,o, 1 10 11 14 15 16 17 18 19 20 " " " 24 )> I "' Tax Parce l Number Owner Name DS--46-02 -1 0-0--000-04U04 FST GUlf STORAGE GROUP FA IRHOPE L L C 05--4 6-02-10-0--000-041.505 F5T NEILL, W ILLIAM S 05-46•02-10·0-000·041 .514 FST BYRD, SWA IN T 05•46•02-lQ.O-OOO•C)(ll .583 FST BYRD, V DALE OS-46 -02 -10-0-000-0ll l .584 FST NE ILL, BRENDA G 0S46 02 10 0 -000 056.001 TROUTN ER, THOMASJ OS-46-02-10-0-000-056.001 TROUTNER, THOMASJ 05--46·05-15--0 -000•001.000 GAYF ER VILLAGE PARTNER S L L C 05·46·05-15·0-000-001.001 GAYF ER VILLAGE PARTNERS L l C 05-46-0S-1 5-0 -000-001.003 GAYF ER VILLAGE PARTNER S L L C 05·46-05 -15·0-000·002.060 FREED, PATR ICK METAL FREED, GENA B 05--46-05 -15-0 -000-002.06 1 CON NELL, FRA NK M ITAL CONNELL, ELVIRA G 05-46-05-15-0-000-002.062 SERDA, MICHAEL R ETUX REBECCA L 05-46-05 -15-0 -000-002.063 PACE , JOE B JR ETA L PACE DEI RDRE A 05--46-05-15-0--000-002.064 ARD, Gl[N R 05--46 -05-1 5-0-000-002.065 ESK RIDGE , JOHN H SR ETA L ESK RIDG E, ALIC E OS--46-0S-lS-0--000-002.066 CROOM, KEITON ETAL Cfl.OOM, RACHEL 05--46-05 -15-0 -000-002.067 GAM MON , JOSHUA NI CHOLAS ETUX ELIZABETH A 05-46-05 -1 5-0-000-002.068 YOKE L, WALTE R D ETAL YOKEL, AMESF OS--46-0S-15-0--000-002.069 AM ES, JO L N/K/A W 'I LLY, JO LORRAINE OS-46•05·15-0--000·002.D7 0 DAVI S, JASON HAL DAVIS, JANE A/K/A JANE 05-46-05 -15-0-000·002 .07 1 JONES, ER IC MATTH EW OS-46·05 -15-0--000-002 .0 72 TUC KER. KAREN LA NETTE OS-46-05-1 5-0 --000-002 .073 WALLA CE , CELIA A ETAL WALLACE, GERA LD L 05•46-05 -15·0-000·002.073 WALLACE, CELIA I-IARM ON ETAL WALLACE, GERA 05--46•05·15--0-000·0Cl3.516 F5T POUNCEY, ARTH UR 05·'1 6·05-15•0-000·003.551 FST TWIN OAKS COMPANY INC OS 46 05 15 0 ·000 003.588 FST TW IN OAKS COM PANY INC OS-46-05 -15·0-000·003.589 FST TORRES, JORGE METAL TORRES, TANJA 05-46-05·15-0-00CHXJ3 .606 F5T DAVIS, TOM ETAL DAVIS, LESLJE OS.46•05·15·0-000·003.607 FST MC PH EARSO N, JOHN UWIS JR ETAL TINSL 05-46-05 -1 5-0-000-003 .607 F5T CASSIBR Y, ROBERT NOEL 05-46-05-15-0-000·003.608 FST LYBORG, INGR ID OS-46 -05 -15-0-000·003.609 F5T OWENS, DAVI D O ETUX MARI LYN F 05-46-05-15-0-000·003.647 FST IDLEWILD PROPE RTY OWNERS ASSOC IATI ON 05-46-05 -15-0-000·003 .79 2 FST IOLE W ILD PROPERTY OWNER'S ASSOC IATI O 05-46-05·15-0-000·003 .793 FST MCCOY, JAMI E ETAL MCCOY , JANEL L OS-46-05 -1 5-0--000·003 .793 FST HOLLOWAY, MARKS OS--46-0S-lS-0--000-003.79 4 FST CONA NT, TRENT ETU XAU BREY OS--46-0S-15-0 -000-003.794 FST CONANT, TRENT ETUX AUBREY 05-46·06-14-0--000-001.508 FST DIVESTAR L L C, C/0 BOB COX 05-46-06 -14-0-000-001.542 FST HOLMES, TONY ETAI.. RENFROE PECAN PROP OS-46 -06 -14-0-000-001.567 FST CUNN ING HA M, H KING OS-46•06•14•0-000·001.568 FST HARMSE , LA RRY ETA L HARMSE, DELB RA C OS.46·06 •14-0--000·001.62 0 FST BYRNE, SHARON 05-46-06•14-0-000-00 1.639 FST KLUMPP FAM ILY LI M ITED PARTNER SH IP I 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 19 so 51 52 53 54 OS-45-06-14-0-000-001.642 FST ALDI INC (ALA BA MA j C/0 RVAN TAX COMPLIA NCE SER 05--46·06 -1 4·0-000·0Cll.642 FST PACE KEYSER L L C OS--'16·06·1~·0-000•001.713 FST DOWSE Y INVESTMENTS TWO l LC OS-46 -06 ·14-0--000·001.777 F5T DOWSEY INVESTME NTS TWO l LC OS-45-06 -1 4-0-000-001.790 F5T PITMAN BROS LL C 05-46-06-14-0-000-00 1.791 F5T PITMAN BROS LL C 05-46-06 -1 4-0-000-001.792 FST ALDI INC (ALABAMA.I C/0 RYAN TAX COMPLI ANCE SER 05-45-06 -1 4-0-000-001.792 FST ALDI IN C (ALABAMA.I C/0 RVAN TA X COMPLIANCE SER KLUMPP PARCEL A PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT sheet 2 of 2 () I Address City St ate Zip 122 LOWE R W OODVILLE RD NATCHEZ MS 39120 9893GAYFERRDEXT FAIRHOPE AL 36532 987S GAYF ERAVE EXT FAIRHOPE AL 36S32 9875 GAYFER RD EXT FAIRHOPE AL 36S32 9893GAYFERRDEXT FAIRHOPE AL 36532 18688ST HWY 180 GULF SHORES AL 36 54 2 18688ST HWY 180 GULF SHORES AL 36542 POBOX130 DAPHNE AL 36526 PO BOX130 DAPHNE AL 365 26 P0 BOX130 DAPHNE AL 36S26 20615 LOWRYDR FAIRHOPE AL 36532 20605 LOWERY DR FAIRHOPE AL 36 532 20595 LOWERY DR FAIRHOPE AL 36 532 20585 LOWERY DR FAIRHOP E A L 36 532 20575 LOWRYDR FAIRHOPE A L 36 532 20565 LOWERY DR FA IRHOPE AL 36532 205S5 LOWRY DR FAI RHOPE AL 36532 2054S LOWRYDR FAI RHOPE AL 36532 20535 LOWERY DR FAI RHOPE AL 36 532 20525 LOWERY DR FAIRHOPE AL 36532 20S15 LOWERY DR FAI RHOPE AL 36532 20505 LOWERY DR FAIRHOP E AL 36532 124 SOUTH DR FAI RHOPE A L 36S32 1000 A CODY RD S M OB IL E AL 36695 1000 A CODY RDS MOBILE AL 36695 962 1 FAIRHOPE AVE FAIRHOPE AL 36532 PO 80)(1135 FA IRHOPE AL 36533 POBOX1135 FAIRHOPE AL 36533 PO BOX2148 FA IRHOPE AL 36533 21S ROVAL LN FAIRHOPE AL 36532 213 ROVALLN FAIRHOPE AL 36 532 213 ROYA L LANE FAIRHOPE AL 36532 211 ROYA L LN FAIRHOPE AL 36532 209 ROYALLN FAIRHOPE AL 36532 18431 KEVIN BOONE DRIVE FAIRHOPE AL 36S32 PO BOX 181 FA IRHOP E AL 36532 219 ROYALLN FA IRHOPE A L 36532 219 ROYAL LN FA IRHOPE A L 36532 221 ROYALLN FAI RHOP E A L 36 532 221 ROYALLN FAIRHOP E AL 36532 1805RIDG E CT MOBILE AL 36609 16275 WAMBLESV ILLE RD ANDA LUS IA AL 364 20 10800 GRAN T ROAD FAIRHOPE AL 36S32 20680ST HWV 181 FAIRHOPE AL 36532 31S KURLANEST FAIRHOPE AL 36532 18201 BE RNIES WAY FAI RHOPE AL 36532 PO BOX 460049 OEPT 50 1 HO USTON TX 77056 324 SOUTH UNIVERSI TY BLVD M OB ILE A L 36609 20922STHWV 181 FAIRHOPE AL 36532 20922STHWV181 FAIRHOPE AL 36532 P O BOXS30881 M OUNTAIN BROOK AL 352S3 PO BOX530881 MOUNTAIN BROOK AL 35253 PO BOX 460049 OEPT 501 HO USTON TX 77056 PO BOX460049 OEPT 501 HO USTON TX 77056 0 I CERTIFICATION OF OWNERSHIP AND DEDICATION: STATE OF ALABAMA COUNTY OF BALDWIN I THIS IS TO CERTIFY THAT I {WE), THE UNDERSIGNED, A~ (ARE) THE OWNER(S) OF THE LAND SHOWN AND DESCRIBED HEREON, AND THAT I (WE) HAVE CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED AS INDICATED HEREON, FOR THE USES AND PURPOSES HEREIN SET FORTH AND DO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE DESIGN AND TITLE HEREON INDICATED; ANO GRANT ALL EASrnENTS AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER OPEN SPACES TO PUBLIC OR PRIVATE USE AS NOTED, TOGETHER WITH SUCH RESTRICTIONS AND CONVENTS NOTED BELOW OR ATTACHED IN A SEPARATE LEGAL DOCUMENT. DATED THIS ____ ,DAY OF ___________ 20 GAYVER VILLAGE PARTNERS, LLC P.O. BOX 579 BAY MINETTE, AL 36507 ACKNOWLEDGEMENT OF NOTARY PUBLIC: STATE OF _____ _ COUNTY OF _____ _ I ___________ A NOTARY PUBLIC IN AND FOR SAID COUN1Y IN SAID STATE, HEREBY CERTIFY THAT WHOSE NAME(S) IS (ARE) ===~==~= SUBSCRIBED TO THE CERTIFICATION OF OWNERSHIP AND DEDICATION, APPEARED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGE THAT HE (THEY) SIGNED, SEALED AND DELrJERED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGE THAT HE (THEY) SIGNED, SEALED AND DELIVERED SAID INSTRUMENT AT HIS {THEIR) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES THEREIN SET FORTH. GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _____ DAY OF _______ 20 NOTARY PUBLIC CERTIFICATE OF APPROVAL OF THE CITY OF FAIRHOPE PLANNING COMMISSION lJjlfy ~~~NNl~~A~O~M'l~ss=,o=N~. ----BALDWIN COUNTY, ALABAMA, IS HEREBY APPROVED BY FAIRHOPE THIS THE ___ DAY OF ______ 20 AUTHORIZED SIGNATURE CERTIFICATION OF ENGINEER STATE OF ALABAMA COUNTY OF BALDWIN CITY OF DAPHNE I, THE UNDERSIGNED, A REGISTERED ENGINEER IN THE STATE OF ALABAMA HOLDING CERTIFICATE NUMBER _____ HEREBY CERTIFY THAT I HAVE DESIGNED THE WITHIN IMPROVEMENTS IN CONFORMITY WITH APPLICABLE CODES AND LAWS AND WITH THE PRINCIPALS OF GOOD ENGINEERING PRACTICE. I FURTHER CERTIFY THAT I HAVE OBSERVED THE CONSTRUCTION OF THE WITHIN IMPROVEMENTS, THAT THE SAME CONFORMS TO MY DESIGN, THAT THE WITHIN IS A TRUE AND ACCURATE REPRESENTATION OF IMPROVEMENTS AS INSTALLED AND THAT SAID IMPROVEMENTS ARE HEREBY RECOMMENDED FOR ACCEPTANCE BY THE Cm' OF FAIRHOPE, ALABAMA. PROJECT ENGINEER & LICENSE NO. DATE NAM£ OF ENGIN EER£□ PLANS NAME OF PROJECT TO WHICH THE CERTIFICATE APPLIES. PLANS WHICH ARE CERTlFIED CONSIST OF PAGE __ THRU ___ , EACH OF WHICH BEARS BY SEAL AND SIGNATURE. CERTIFICATE OF APPROVAL BY FAIRHOPE GAS THE UNDERSIGNED, AS AUTHORIZED BY FAIRHOPE GAS, HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA. THIS THE __ DAY OF _____ 20 AUTHORIZED SIGNATURE CERTIFICATE OF APPROVAL BY FAIRHOPE WATER & SEWER THE UNDERSIGNED, AS AUTHORIZED BY FAIRHOPE WATER &: SEWER, HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA. THIS THE __ DAY OF _____ 20 AUTHORIZED SIGNATURE CERTIFICATE OF APPROVAL BY THE FAIRHOPE ELECTRIC THE UNDERSIGNED, AS AUTHORIZED BY THE FAIRHOPE ELECTRIC HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA. THIS THE ___ DAY OF ----= 20 (AUTHORIZED SIGNATURE) CERTIFICATE OF APPROVAL BY AT&T THE UNDERSIGNED, AS AUTHORIZED BY AT&T HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS ___ DAY OF ________ 20_, AUTHORIZED SIGNATURE CERTIFICATE OF APPROVAL BY THE BALDWIN COUNTY E-911 ADDRESSING THE UNDERSIGNED, AS AUTHORIZED BY THE BALDWIN COUNTY E-911 BOARD, HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS ___ DAY OF ________ 20 AUTHORIZED SIGNATURE KLUMPP PARCEL I A PLANNED UNIT DEVELOPMENT GAYFER VILLAGE PARTNERS, LLC 20741 HWY 181 SOUTH, FAIRHOPE, AL GMC Project# CMOB190186 ISSUE DATE DRAWN BY: SLS CHECKED BY: SLS 2039 Main Street Daphne, AL 36526 T 251.626.2626 GMCNETWORK.COM G) I I "' 0 GOODWYN MILLS CAWOOD, LLC H G 0 C B i 0 ill ?:: ,, 2 S7 s CO!,'l!INEDSETBACONDBUFFEFI-I - :s ~ R w ; t " LOT ' I 43AC ;u LO 2 1 t5A<. LOT 3 t TJ AC LOT 1, • 14AC r" i11r11·J,. [ 100 ,oo·w ... 'i! . ~ t lOT " 5 I l OOA<;:i - !!I I I ~ ~ i j l_ '11) ~ i': § ., ~ ~ a- ~ IP.! I j ' i:. I I I I I I I ~ I ' I I I I I ~ I r -"' LOT • !'JO-AC J LOT 1 1 »AO LOT • 159~C UNIT 2 41.03 AC .± I 1" ,_ 5 ( UNIT 1 19.06 AC .± , .. lOT 9 171 AC '" 6 7 ;,, s-oo-,toe· w 1291 in'(.t.) ----------- I I I I I I I I I I I I P. I I I I I I !!!I ~I ~I I I I --------- _,,.~2: - LOT 10 20711,C ~I)= 7 -r .. ,n , Beoch ( 7ir- "' ,~ > I * I I I I I I I [ I I I I I I I I I I I I lS UNIT3 10,63 AC.± I I I J ~ j1 ; ,. , _ §l,3 I E .. I t I ' I I I t r------- I --- LOT " I 41 ~C "" LOT 12 lN AC ~ ,oo 0 100 -:zoo """'--'l---- SCALE; l "=100' 9 10 ~ 10 0 ... 0 M °' w CD 2'. UJ u w 0 z s A. ... !:: VI ... .., -4: a: ... > 0 1il '! .;, C -.. :i "' ,., 0 N l U) 0 N ~ Lr> U) "' "' "' N ~ ..J U) 0 <'! ..; "' ;; .; N :;; C '-'l ,: w z 0. N u "' 2 0 f--0 0 0 r-... _ll O "' .... Id ·j ... r-..... -4: (.); 0 VI H G E D C 8 A 5' (m,o.) SIDEWALK LOCATED IN BUFFE R /SETBACK AREA WESTEflN MOST 10' WII.L MEET SECTION 20 5-4 OF CITY OF FA IRHOPE TR!:E ORDINANCE I I \ \/ I I/ I l I I I I I I 11 ' I LANDSCAPE AREAS , TYP WITH CONNECTI~G TRAIL 1 .,. I I --c~1~.s&fmh .we a~ I / I ------ ------, LOT I I 5 \ J.80AC ,1 I -~ -~ ! \.oT I ~ 11 '.iGAC I ,---/ - ,, ~l'..-:_"i,~_Al~~f_iii _____ -. ' --/ I UN IT1 : FAIRHOPE AVE. HIGHWAY 181, ANO GAY~ER ROAD FRO NTAGES L SHALL PROVIDE s· (mi n,) SIDEWALK AND STREET TREE IN 8' PLANTING STR IP TREES PROVIDED AT 45' O.C . STREET TREES SHALL BE SEL ECTED FROM SECTION 20.5-13 (OVERLAY TREES) OF CITY OF FAIRHO PE TREE ORDINANCE (SPACING ADJUSTED FOR DRIVEWAYS ANO UTILITIES.) s 5 ---------- LOT----:; ' 19.06 AC ~:t--1 71 AC 6 I ---__ , _,,,, __ l,{)T ,o I ie:2--AC I , ---------'"-- 7 ~ ' I I I I I I ' I I I ' I I I /,o, I I I ,2 1 J /tll •C. __ ., I I I I I I I I I I UNIT I ; ALI. LOTS AND COMIJ.INED LOTS SHALL PROVIDE PARKING TO SIDE OR REAR ~ 100 0 100 i--...----"" SCALE : 1 '=1 oo · 9 I 1o-'1 -. 200 5· (rrwn) SIDEWALK LOCATED IN BUFFER I SETBACK AREA 1 ' I • 10 0 N 0 N a:: uJ CD :l'. uJ I..) 1M 0 z ◄ ~ A, Ill ... ;;; ~ ~ ~ .Ill > 0 , ., le 7ii "' ~ u, .;; C") ...J " < ·.; qi ::; " (7> .£:. ..., a. 0 "' "' a 0 0 -.n ;.. ui ... cC 0 en :r 0 u u, " N .. "' 0 N le 3: .. u, ... ui z N u :r I-Cl 'r-' C?~~ N ~ U ~ DRAWN BY: JHP/ SAMCHECKED BY:sheetofA E D G F H 1234 65 78 109 B C 1234 65 78 109 KLUMPP PARCELPROPOSED DEVELOPMENTFAIRHOPE, ALABAMA4GMCProject: CMOB190186DRAWING FILE: T:\Mobile\+CMOB Proj\Gayfer Village Partners\CMOB190186 - Klumpp Property\2DWG\CMOB190186_BASE-PH2_REVISED.dwgPLOTTED: Apr 02, 2021 - 8:33amNOTESNO SCALEC3.014TABLE 2 UNIT AND RIGHT-OF-WAY ACREAGE ACREAGE EXCLUDING R.O.W ACREAGE OF R.O.W UNIT 1 UNIT 2 UNIT 3 TOTAL SITE 19.06 41.03 10.63 5.13 70.72 5.13 Owner: Gayfer Village Partners,LLC NOTES 1.Drainage, utility and pedestrian easements will be provided and recorded as necessary during site plan and subdivision approval. 2. Each lot of each unit must provide and maintain positive drainage for adjacent properties that may be discharging onto it. 3. Sidewalks (min. 5' wide) will be provided along both sides of every public street within the PUD at the time the streets are constructed. 4. In attempt to achieve a cohesive character of residential development in Unit 2; Fronts of all residential building units within Unit 2 shall fall within in a 20' min. and a 40' maximum build to zone from the street, with the exception of buildings impacted by utility locations, lighting, or buildings located along corners, or curves in the street in which case these buildings may vary from this build-to zone. 5. In attempt to achieve a cohesive character of development in Unit 1 and 2; All building facade materials shall be constructed of like materials set, in precedent, by the 1st site plan development submittal. 5.1. Subsequent buildings may vary in material by providing greater or equal quality of facade material and design and as approved by the Planning Commission and City Council. 6. Sidewalks within all Unit 1, Unit 2, and Unit 3 lots will be designed and constructed in accordance with the Site Plan approved for each lot. 7. All trees and landscape material will be provided as listed in local landscape ordinances unless otherwise coordinated with the city urban forestry or arborist. a.The zoning dimensions for Unit 2, Lot 1 are modeled after, but not identical to, the zoning requirements for R-3 found in the Fairhope Zoning Ordinance. The following exceptions apply: 1. The minimum lot width shall not apply. The lot dimensions shall be as shown on the PUD drawing. b. The requirements for Unit 3, Lot 1, are modeled after, but not identical to, the zoning requirements for R-3 found in the Fairhope Zoning Ordinance. 1. The minimum lot width shall not apply. The lot dimensions shall be as shown on the PUD drawing. c. The allowed use for Unit 3, Lot 1 shall be limited to convalescent, nursing or assisted living home. d. Each lot in Unit 1 shall provide its own stormwater control and detention. e. This PUD document, along with the City of Fairhope’s Ordinances, Regulations, and review processes will provide a development that complies with the City’s Comprehensive Plan. TABLE 1 UNIT LOT(S)ZONING DIMENSION STANDARDS 1 1-12 B-2 ALLOWED USES B-2 DRAINAGE AND DETENTION Shall be designed and constructed in accordance with the Stormwater Standards of the Fairhope Subdivision Regulations B (see Table 2 of PUD) See Parking of the Fairhope Zoning Ordinance ROADWAY TYPE PARKING CITY OF FAIRHOPE COMPREHENSIVE PLAN COMPLIANCE Yes In accordance with Article II – Procedures of the Fairhope Zoning Ordinance, each lot of Unit 1 shall follow the Site Plan Review Procedures. This process requires, in general, the following steps: 1. Submittal of Site Plan Application by applicant 2. Determination by Director of Planning and Building that the application is complete 3. Review and recommendation by Planning Commission with optional Public Hearing 4. Final decision by City Council 21 R-3 R-3 Shall be designed and constructed in accordance with the Stormwater Standards of the Fairhope Subdivision Regulations B,C (see Table 2 of PUD) See Parking of the Fairhope Zoning Ordinance Yes In accordance with Article II – Procedures of the Fairhope Zoning Ordinance, each lot of Unit 2 shall follow the Site Plan Review Procedures. This process requires, in general, the following steps: 1. Submittal of Site Plan Application by applicant 2. Determination by Director of Planning and Building that the application is complete 3. Review and recommendation by Planning Commission with optional Public Hearing 4. Final decision by City Council 31 R-3 C Shall be designed and constructed in accordance with the Stormwater Standards of the Fairhope Subdivision Regulations A,B (see Table 2 of PUD) Yes In accordance with Article II – Procedures of the Fairhope Zoning Ordinance, each lot of Unit 3 shall follow the Site Plan Review Procedures. This process requires, in general, the following steps: 1. Submittal of Site Plan Application by applicant 2. Determination by Director of Planning and Building that the application is complete 3. Review and recommendation by Planning Commission with optional Public Hearing 4. Final decision by City Council CITY OF FAIRHOPE APPROVAL PROCESS d e e e a b - - I PRO PE RTY DE SC RIPT ION : STATE OF ALABAMA COUNTY OF BALDWIN I COMMENCE AT A RAILROAD SPI KE AT THE NO RTHEAST CORNER OF SECTION 15, TOWNSHIP 6 SOUTl-t, RANG E 2 EAS T, BALDW IN COUNTY, ALABAMA; RUN THENCE WEST, ALONG THE NORTH LI NE OF SAID SECTION 151320.55 FEET TO A POINT; RU N THENCE SOUTH 00-22-18 W EST , 29.73 FEET TO A CAPPED REBAR MARKER ON THE SOUTH RIG)ff,OF-WAV LIN E OF GAY FE R AVENUE F"OR THE POINT OF BEGINNING OF THE PROPERTY HEREIN DE SC RIBED , SAID PO INT BEING THE NORTHEAST CORNER OF "WHrtE GROVE SUBDIVI SION , UNIT TWO" AS RECORDED ON SLIDE. 1344-B IN THE BALDWIN COUITTY PROBAT E RECOR DS, CON TIN\JETHENCE SOUTH 00-22-16 WEST, ALONG THE EAST LINE OF SAID SUBDI VISION , 1298,08 FEET T O A CAPPED REBAR MARKER AT THE SOUTHEAST CORNE R OF SA ID SUBDIVISION; RUN THENCE SOUTH 00-56-09WEST, 1297.18 FE ET TO A CA PPED RE BAR MARKER ON THE NORTH RIGH T- OF-WAYLINE OF FAIRHOPE AVENUE ; RU N T HE NC E SOUTH 89-55-36 EAST, ALONG SAID RIGHT-OF-WAY LINE, 1178 .82 FEET TO A CAPPED REBAR MARKER; RUN THEN CE NORTH 45-24-21 EAST , 132,28 FEET TO A CAPP ED REBAR MARKER ON THE WEST RIGHT-OF-WAY LINE OF CO UNTY ROAD 27; RUN THENCE NORTH 00-44-18 EAST, ALONG SAib WEST RIGHT-O F-WAY LI NE, 229.22 F!=ETTOA CAPPED Rl:f!AR MARKE R; THENCE CONTINUE NORTH 00 -44-18 EAST, ALONG SAID RIGHT-OF-WAY , 107.86 FE ET TO A CAPPED REBAR MARKER ; THEN CE RUN NORTH 04--44-33 EAST, ALONG SAID RIGHT -OF-WAY, 100 .24 FEET TO A CAP PED REBAR MARKER; THENCE RUN NORTH 00- 44-18 ~ST, ALONG SAID RI G HT -O F-WAY, 433.00 Fe:gT TO A CAPPE D RlcBAR MARKER : RUN THENCE NORTH 00-44-18 EAST , ALO NG SAID RIGHT-OF-WAY LINE , 1562 .96 FE ET TO A CAPPEO RE.llAR MA~ER ON TH E SO UTH RIGHT-OF-WAY LINE OF GAYFl;R AVENUE: RUN THENCE SOUTH 89-57-26 WEST, ALONG SAID RIGHT-OF-WAY LINE , 1282,66 FEET TO THE POINT OF BEGIN NIN G; CO NTA INING 7~.83 ACRES , MORE OR LESS . I I 2·-0.. 22·-o· ,._a.. I TYPE "A" N.T.S. ~1===1 ==2•·-0· ==~ TYPE "B" N.T.S. 12·-s· I 12·-o· ht .. ·.·"' ., o====u 10'-o" * * i \j/ ~of===1=2·-o· =ba TYPE "C" N.T.S. TYPICAL ROAD SECTIONS I I I I I I I I I :. <D 0 ai N 0 "' ~ <D <D " "' "' "' ~ ....I <D 0 "' C < co ~ ·.; ai "' I- ::i: C "! :;: en ..c 1n 0 M Q. "' 0 .. :. N C I-" I I NOTES I I I I I I H G 0 C A !f 1mr I SttlEWAt,( LOCA1ED IN BUFFER I SETBACK AREA WESTERN MOST 10' WILL 1,!EET SECTION 20 5-< OF CITY OF FAIRHOPE TREE OROINANCc I./INOSCAPEAAEAS TYP CO/IINE NOT Ii ,~ .. 2 3 4 5 6 NIT 2, INTl;RNAL STREETS PROVIDE 5' (11'"' J SIOEWAl.l(S /\I.ONG NE BLOC~ PERl~lElER ANO STREU ES I &· PlANTINGSTRIPAf60-«l'OC STREET TREES SliALL BE SELECTED Lill lOl 01 e l l»M:. t.»AC. ' AC UNIT 1 RHOPI? VE.>tlGHWAY 181 1 ANOC,\YFER ROAD FRONTAGES SHALL PROVIDE 5" (m., J SiOEWA1.1< ANO STREET TREE IN 8' Pl.ANTING STRIP TREES PROVIDED AT 45' 0 .C STREET TREES SHALL BE SELECTED FROM SECTION 2Q :;.13 COVERi.A Y TREES) OF Cl1"Y Of FAftHOPE TREE OROINAACE (SPACING ADJUSTED FOR ORIV~AYS ANO UTII.ITIES.) 3 l1/oC: s E 8 9 UNIT 2 tNTERNAI. S DEW LKS FINAL CROSSING LOCATKlNS TO 8E COOROINA TE DURING FINAL SITE PERMITTING ALL SlOEWALl<S TO BES' MIN. GENERA.LL Y AS S!iOWN TO PROVIDE tNTERCOll<NECTI BETWEEN AND ACCESS TO 11S I 1$ l ltl ' 8 II UNIT 3SHAll f'ROYlOE A MINIM\11,1 OF 3 S10£W...u( CONNECTIONS WIT)1 ECO NECTINO TO HE SIDEWALi( Fll°'"1NG GAYFER RO ANOTHER CONNECTING TliE SIOEWAlK ON THE EASTERN EDGE Of UNIT J UNIT3 10 .63AC.:t IOT " AC -UNIT I . ALL LOTS AND COMBINED LOTS SHALL PROVIDE PARKING TO SIOE OR REAR ~ 100 0 100 2tlO P!! -----QI SCALE : 1 "=100' 10 10 0 ,. 0 .. a: I.I.I ID I: w u 11,1 0 ~ -' i i ,:: 'ii ::i; 0, s N u~ o:: l i i i! ::E e 2 3g. ~ i: - z :5 IL. ,., ... iii ..., C( ::, t-a. ,., 0 z 0 0 :e "' I _, <( oi C J:"i a. .. 0 0 0 ti : -u.i ... ,c (.) en 2 0 CJ ! ,i 0 ~ ; :; z CJ 2 I-" Jt 'I I 3 co CD 0 0, .... m 0 ~ 0 ·~ CD o' ... Q. 0 ~ (!) <t: r-o ~ •. N .., o . XXXXXXXXXXXXXXXXXXXXXXXXXXXXX223.501280.50248.00252.50261.00250.00118.50242.5098.00834.50861.50319.50602.00705.50218.50252.00861.00242.50 311.00243.50599.50342.00835.50118.50265.00836.00860.50435.5087.50241.5040.00TYP.39.00 TYP.42.00TYP.TREE PROTECTIVE FENCING TYP.LANDSCAPE BUFFER FOR LOT 1 TO BE PROVIDED PER SECT. 20-5.4-11TREE SCHEDULED FOR DEMOLITION, TYP.(REFER ALSO TO DEMO PLAN)EX. TREES TO REMAINPERIMETER DIMENSIONS, TYP.EX. OVERHEAD ELECTRICALLANDSCAPE BUFFER FOR UNIT 2 AND UNIT 3 TO BE PROVIDED IN SEPARATE SUBMITTALPROPERTY LINE, TYP.20' RESERVED OPEN SPACE AREA. CONDITION OF HUD APPROVALPROVIDE PER SECTION 20.5-4 OF LANDSCAPE ORDINANCE20' RESERVED OPEN SPACE AREA. CONDITION OF HUD APPROVALPROVIDE PER SECTION 20.5-4 OF LANDSCAPE ORDINANCETREE PROTECTIVE FENCING TYP.TREE PROTECTIVE FENCING TYP.GAYFER ROAD ALABAMA HIGHWAY 181ALABAMA HIGHWAY 181FAIRHOPE AVEDRAWN BY:CHECKED BY:AEDGFH12346578109BC12346578109GAYFER VILLAGE PARTNERSKLUMPP PARCEL DEVELOPMENTFAIRHOPE, ALABAMAGMCProject: CMOB190186ISSUEDATEINITIAL 05.19.202106.16.2021RESUBMITTAL TO CITY07.18.2021RESUBMITTAL #2JTS & JGJWSTREE AND LANDSCAPE ORDINANCE REQUIREMENTS (SEC. 20.5) NOTES AND CALCULATIONS:1) APPLICABILITY:This plan is provided for proposed roadway and access infrastructure construction only. Site plans for development of each lotdevelopment to include site design and planting for buildings, parking, internal site circulation, etc. will be part of a separateand future permit submittal. Therefore, some site landscaping requirements are not being proposed as part of this plan basedon section 20.5-4 Applicability, and/or other applicable 20.5-4 sections as listed.2) EXISTING TREES:Heritage Trees on Site: 88Heritage Trees Protected: 58Heritage Trees Removal: 303) TOTAL LANDSCAPING PERCENTAGE:Exempt per section 20.5-4.3 (Building Permit not applicable)4) ADJACENT ROW LANDSCAPE:Front perimeter - 8' landscape strip provided per PUD requirements.Secondary perimeter - landscape strips provided as shown. Vehicle use areas / parking not provided this submittal.All measurements exclude curb and sidewalk. Vehicle use areas / parking not provided this submittal.5) PERIMETER LANDSCAPING:a. EXTERNAL STREETS PERIMETER TREES:(All required external street trees are calculated @ 45' o.c. per PUD)STATE HWY 181 : 2397.00 LF / 45 ft O.C. = 53 trees Required | 55 New + 2 Existing trees protected = 57 Provided**FAIRHOPE AVE : 1185.00 LF / 45 ft O.C. = 26 trees Required | 29 New = 29 Provided**GAYFER ROAD : 1280.50 LF / 45 ft O.C. = 29 trees Required | 27 New + 2 Existing trees protected = 29 Provided****Trees may be omitted and/or modified based on ROW, driveway, and/or utility conflicts as approved by City Horticulturalistc. INTERNAL STREETS PERIMETER TREES (* all calculations below are for both sides of ROW) :(All required internal street trees are @ 30' o.c. per 20.5-5 landscape ordinance)ROAD A : 4504.00 LF / 30 ft O.C. = 150 trees Required | 159 New = 159 ProvidedROAD B : 1845.50 LF / 30 ft O.C. = 62 trees Required | 65 New = 65 ProvidedROAD C : 682.50 LF / 30 ft O.C. = 23 trees Required | 34 New = 34 ProvidedROAD D : 511.50 LF / 30 ft O.C. = 17 trees Required | 20 New = 20 ProvidedROAD E : 504.50 LF / 30 ft O.C. = 17 trees Required | 18 New = 18 Provided5) PERIMETER LANDSCAPING (CONTINUED):d. 'OUTSIDE' LOT PERIMETER TREE REQUIRED:UNIT 1 / LOT 1 : 495 LF / 30 ft O.C. = 17 trees | 17 New = 17 ProvidedUNIT 1 / LOT 12: 118 LF / 30 ft O.C. = 4 trees | 7 New = 4 Providede. MIN. 50% OVERSTORY :Requirements met per section 20.5-5 (Refer to Planting Schedule)6) INTERIOR LANDSCAPE REQUIREMENTS:Exempt per section 20.5-6 (Not Applicable; ROW permit only; calculations based on parking; no parking provided thisapplication)7) SPECIES DIVERSITY:Requirements met per section 20.5-7 (Refer to Planting Schedule)8) NO BARE GROUND LEFT EXPOSED:Requirements met per section 20.5-8 (Refer to Notes and Plan labels this sheet for coverage; also refer to erosion controlplans)9) CROSS VISIBILITY:Requirements met per section 20.5-9 (Refer to Notes and Plan labels this sheet for clear sight areas at intersections)10) VEHICLE USE AREAS:Exempt per section 20.5-10 (Not Applicable; ROW permit only; no parking or development provided this application)11) BUFFER ZONE LANDSCAPING:To be provided per section 20.5-11 (as shown / noted on plan)12) PLANTING REQUIREMENTS:To be provided per section 20.5-12 (as shown / noted on Planting Schedule)NOTES:1. All landscape must comply with City of Fairhope tree and landscape ordinance section 20.5and conditions of PUD approval. Contractor is responsible for being familiar and followingthis ordinance and PUD.2. Any conflicts with planned conditions and field conditions should be brought to the attentionof the project Landscape Architect, project Engineer, and/or City of Fairhope Horticulturalistfor a coordinated solution prior to construction / installation.3. All tree protection to be provided per section 20.5-6.5 and field review to be coordinated withCity of Fairhope Horitculturalist prior to construction and any and all site activities.4. Refer also to PUD associated with this site for additional entitlement information.5. In accordance with section 20.5-4.8 All disturbed areas to be seeded or sodded and irrigatedthrough establishment unless shown otherwise.6. Refer also to demolition and erosion control plans this set.7. In accordance with section 20.5-4.9 no planting between 2'-6" and 10'-0" at all 25x25 sightvisibility triangles as shown.8. In accordance with section 20.5-4.128.1. Maintenance of new planting is the responsibility of the contractor. There will be 2required conformance reviews to confirm the establishment of the landscape. The firstwill be in 6 months and then 12 months from installation. Any failures of the landscapemust be replaced by a specified date determiend by the City of Fairhope Horticulturalist.8.2. Any Vegetation planted or retained to fulfill the ordinance, which dies, becomesdamaged, or diseased, must be replaced by the contractor. The contractor isresponsible for notifying the City of Fairhope Horticulturalist when the replacement hasbeen schedule and planted. Failure to replace trees that die will result in penalties (seeordinance section 20.5.9)9. Contractors should note that all quantities provided / shown are for regulatory review only.10. Contractor is responsible for verifying any and all quantities for construction / installation.Including those not provided this set.11. All trees and plant material shown to be irrigated. Design and Installation to be provided bythe contractor.TREESCODEQTYBOTANICAL / COMMON NAMECONT.CAL/SIZEREMARKSAS 90 Acer barbatum / Southern Sugar Maple B & B 2" Cal., 10` Ht (Min.) MATCHED SPECIMENFC 127 Fraxinus caroliniana / Carolina Ash B & B 2" Cal., 10` Ht (Min.) MATCHED SPECIMENGA 78 Ginkgo biloba 'Autumn Gold' TM / Autumn Gold Maidenhair Tree B & B 1.5" Cal., 8` Ht (Min.) MATCHED SPECIMEN (FRUITLESS TREE ONLY)NS 40 Nyssa sylvatica / Tupelo B & B 2" Cal., 10` Ht (Min.) MATCHED SPECIMENQV 85 Quercus virginiana / Southern Live Oak B & B 2" Cal., 10` Ht (Min.) MATCHED SPECIMENPLANT SCHEDULEDRAWING FILE: U:\+PROJECT FOLDERS\2021\LMOB210001_Klumpp Subdivision_Unit 1\03 Construction Drawings - Specs\01_Primary\LMOB210001 - LANDSCAPE.dwgPLOTTED: Sep 27, 2021 - 12:56pmOVERALL REQUIREDPLANTING PLANL-10009-27-2021ROAD AROAD CROAD AROAD BFAIRHOPE AVEROAD DROAD EGAYFER ROADHWY 181ROAD AS(IIJTH\1£TPON:l TOP:111,00 ~eiS1..:~,,m.oo ,,,..----------------------------------------------------------------------. ',\ \ ------------------------------) ; / ------------=---~f;I~~~2~: , • >1 • > l • >, • ►s-•i\•>0-·:··•·~:·_co----___ 1 1-, L1LL ;i ! KL : , 7------✓,,-,,-✓--u" 'CTMC< / ·,, •.. ,-' -rWli\.ffmr~-~'ETl'OND roP,11D.IJQ 90TTOlll:10fl,00 ~El.EVA'lll>I: 101,00 C'JIIT .., ti ~ ti> C ·;;; ::;; a, M 0 N , ::; co 0 N 0 LO co co "" M N .. -' co 0 N < <D ;: ai N :;; C: "l z .c 1n a. N 0 .. ::; C I-C) VICINITY MAPNOT TO SCALEPROJECT LOCATIONGAYFER VILLAGEFAIRHOPE, ALABAMAGAYFER VILLAGE PARTNERSBALDWIN COUNTY, ALABAMAGOODWYN | MILLS | CAWOOD PROJECT NO. CMOB190186OCTOBER 2021GAYFER VILLAGEGMC PROJECT #CMOB190186BALDWIN COUNTY, ALABAMATO DAPHNE TO ROBERTSDALESUBMITTAL SET06.16.2021SUBMITTAL #209.23.2021SUBMITTAL #310.19.2021Sheet List To.ble Sheet Title G-001 COVER SHEET C-001 PROJECT NOTES C-002 ~ETLANDS DELINEATION AND FLOOD ZONE MAP C-003 EXISTING CONDITIONS 8. DEMOLITION PLAN C-101 OVERALL SITE PLAN C-102 SITE PLAN C-103 SITE PLAN C-104 SITE PLAN C-201 OVERALL GRADING AND DRAINAGE PLAN C-202 GRADING AND DRAINAGE PLAN C-203 GRADING AND DRAINAGE PLAN C-204 GRADING AND DRAINAGE PLAN C-205 GRADING AND DRAINAGE PLAN C-302 OVERALL UTILITY PLAN C-303 UTILITY PLAN C-304 UTILITY PLAN C-305 UTILITY PLAN C-306 ROAD AND DRAINAGE PLAN AND PROFILES C-307 ROAD AND DRAINAGE PLAN AND PROFILES C-308 ROAD AND DRAINAGE PLAN AND PROFILES C-309 ROAD AND DRAINAGE PLAN AND PROFILES C-310 ROAD AND DRAINAGE PLAN AND PROFILES C-311 STORM PROFILES l C-312 STORM PROFILES C-401 CROSS SECTIONS ROAD A C-402 CROSS SECTIONS ROAD A C-403 CROSS SECTIONS ROAD B C-404 CROSS SECTIONS ROAD B C-405 CROSS SECTIONS ROAD B C-406 CROSS SECTIONS ROAD B C-407 CROSS SECTIONS ROAD B ~1-c C-408 CROSS SECTIONS ROAD B -----C-409 CROSS SECTIONS ROAD B )4e-,;e"""'"---r""'lr-~---t'c.L._--,----i C-410 CROSS SECTl□NS ROAD B C-412 CROSS SECTIONS ROAD C C-413 CROSS SECTIONS ROAD C C-414 CROSS SECTIONS ROAD D C-415 CROSS SECTIONS ROAD D C-416 CROSS SECTIONS ROAD D C-417 CROSS SECTIONS ROAD D C-418 CROSS SECTIONS ROAD D C-419 CROSS SECTIONS ROAD E C-421 CROSS SECTIONS ROAD F C-422 CROSS SECTIONS ROAD F C-601 OVERALL PHASE I EROSION CONTROL PLAN C-602 OVERALL PHASE II EROSl□ N CONTROL PLAN C-603 EROSl□N CONTROL PLAN C-604 EROSl□N CONTROL PLAN C-605 EROSl□N CONTROL PLAN C-606 EROSl□N CONTROL PLAN C-901 EROSION DETAILS C-902 CIVIL CONSTRUCTION DETAILS C-903 CIVIL CONSTRUCTION DETAILS C-904 GRAVITY SE~ER DETAILS C-905 GRAVITY SE~ER DETAILS C-906 GRAVITY SE~ER DETAILS /l====i :· .•• \-=-;-., 1~.l"---!"=;-==-. C-907 ~ATERLINE DETAILS C-908 ~ATERLINE DETAILS VICINITY C-909 TYPICAL SECTl□NS <HEAVY DUTY> GMC: BUILDING COMMUNITIES 09.28.2021H G --D C B A I I 3 UTILITY PLAN NOTES 1. THE CONTRACTOR SHALL CONTACT THE GOODWYN MILLS CAWOOD CONSTRUCTION SURVEILLANCE REPRESENTATIVE AND LOCAL JURISDICTIONAL INSPECTOR 48 HOURS BEFORE THE BEGINNING OF EACH PHASE OF CONSTRUCTION. 2. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES, AND ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER/DEVELOPER. 3. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY DISCREPANCIES OR ERRORS HE DISCOVERS IN THE PLAN. 4. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR CONSENT OF THE OWNER OR HIS REPRESENTATIVE OR THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. 5. THE CONTRACTOR IS REQUIRED TO USE THE ONE-CALL CENTER TELEPHONE NUMBER FOR THE PURPOSE OF COORDINATING THE MARKING OF UNDERGROUND UTILITIES. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS ARE NECESSARY TO PROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS DILIGENTLY ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES ON THESE PLANS, HOWEVER, THIS INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES SHOWN OR NOT SHOWN. CONTRACTOR TO CONTACT THE UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE. 7. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBING CURBING, PAVING AND COMPACTED SUBGRADE. 8. UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT SCHEDULE AND IT IS THE EXPLICIT RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE PROJECT SCHEDULE INCLUDES THE NECESSARY RELOCATION. THE CONTRACTOR SHOULD SEEK ASSISTANCE FROM ALL UTILITY COMPANIES TO LOCATE AND PROTECT THEIR FACILITIES. 9. FIRE HYDRANT AND WATER MAINS TO BE INSTALLED AND UNDER PRESSURE BEFORE ANY COMBUSTIBLE CONSTRUCTION IS STARTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE BY HIS EQUIPMENT TO EXISTING UTILITIES, CROSS-DRAIN PIPES AND HEADWALLS. 11. ALL WATER & SANITARY SEWER CONSTRUCTION METHODS & MATERIALS SHALL CONFORM TO THE CITY OF FAIRHOPE STANDARD SPECIFICATIONS. 12. UNLESS DUCTILE IRON PIPE IS USED, MINIMUM COVER FOR SANITARY SEWER SHALL BE THREE(3) FEET. 13. NEOPRENE COUPLINGS WITH STAINLESS STEEL BAND AND SHEAR RINGS ARE REQUIRED FOR JOINING DIFFERENT TYPES OF SANITARY SEWER PIPES. 14. THE CONTRACTOR SHALL EXCAVATE FOR NEW SEWER TO ELEVATIONS SHOWN ON PLANS. THE CONTRACTOR SHALL TAKE EVERY NECESSARY PRECAUTION TO PROTECT EXISTING SEWER DURING CONSTRUCTION OPERATIONS. ALL EXCAVATION, SHORING AND BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 15. THE CONTRACTOR SHALL EXPLORE AHEAD 200 FEET SO ADJUSTMENTS CAN BE MADE IN THE AUGNMENT OF THE PIPE IN CASE OF CONFUCTS WITH EXISTING OR PROPOSED STRUCTURES UTIUJIES AND PIPING ANY CONFLICTS EXPERIENCED DUE TO NEGLECT OF THIS PROVISION SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE 16. ALL EXCESS MATERIAL FROM EXCAVATION SHALL BE DISPOSED OF BY THE CONTRACTOR. COST FOR THIS WORK SHALL BE INCLUDED IN OTHER ITEMS OF WORK. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING PIPE FROM FLOATING. IF PIPE FLOATS DURING CONSTRUCTION, THE CONTRACTOR SHALL RELAY PIPE TO GRADE AT HIS EXPENSE. 18. THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND INVERT OF SANITARY SEWER FOR CONNECTION TO EXISTING OR PROPOSED SEWER SYSTEM. 19. THE WATER SYSTEM IN THE PUBLIC RIGHT-OF-WAY WILL BECOME THE PROPERTY OF THE LOCAL UTILITIES BOARD UPON COMPLETION ONLY AFTER ACCEPTANCE BY LOXLEY UTILITIES. 20. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS FOR RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHED AND WET AREAS. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO PROPERLY CONSTRUCT THE WORK. 21. NATURAL GAS REQUIREMENTS SHALL BE PROVIDED TO THE UTILITIES DEPARTMENT ONE(1) MONTH PRIOR TO SERVICE REQUEST. 22. ALL TRAFFIC PLANS SHALL BE COORDINATED WITH THE BALDWIN COUNTY 23. ALL PROPERTY LINE MARKERS (IRON PINS, CONCRETE MONUMENTS, ETC.) DESTROYED DURING CONSTRUCTION SHALL BE REPLACED IN KIND BY THE CONTRACTOR. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR REGISTERED IN THE STATE OF ALABAMA TO RESET PROPERTY MARKERS. THE COST FOR THIS WORK SHALL BE INCLUDED IN OTHER ITEMS OF WORK. 23. GAS MAINS SHALL BE INSTALLED BY PRIVATE CONTRACTOR. I I 3 I 4 I 4 I I 6 I SITE NOTES 1. ALL CONCRETE SHALL BE CLASS A, 4500 PSI AT 28 DAYS COMPRESSIVE STRENGTH WITH A MAXIMUM SLUMP OF 2" WHEN PLACED BY SLIP FORMING AND 4" WHEN PLACED BY NON SLIP FORMING UNLESS NOTED OTHERWISE. ALL EXPOSED CONCRETE TO HAVE A FINE BROOM FINISH. 2. ALL MATERIALS SHALL BE NEW UNLESS USED OR SALVAGED MATERIALS ARE AUTHORIZED BY THE OWNER OR TENANT. 3. ALL DIMENSIONS ARE FACE OF CURB AND FACE OF BUILDING OR AS NOTED. 4. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY PER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, PART VI, SHALL BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION. 5. NO SEPARATE PAY ITEM FOR REMOVAL OF ASPHALT, CONCRETE, PIPE, INLETS, ETC. WORK TO BE CONSIDERED A SUBSIDIARY ITEM OF CLEARING AND GRUBBING. GRADING AND DRAINAGE NOTES 1. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION. 2. ALL SILT BARRIERS MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL SILT BARRIER AND DETENTION FACILITIES ARE CONSTRUCTED. 3. ALL SEDIMENT CONTROL DEVICES ARE TO BE CONSTRUCTED AND FULLY OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING. 4. ALL SLOPES SHALL BE STABILIZED AS SOON AS POSSIBLE. 5. COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY OF 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED AT OR NEAR OPTIMUM MOISTURE. CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF APPROVAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. REFER TO SITE GEOTECHNICAL REPORT FOR FILL REQUIREMENTS. 7. MAXIMUM SLOPE OF EMBANKMENT SHALL BE 3.0 FEET HORIZONTAL TO 1.0 FOOT VERTICAL. 8. PROPOSED CONTOUR INTERVALS ARE AS LABELED. ALL PROPOSED CONTOURS ARE FINISHED GRADES. 9. THE CONTRACTOR WILL INSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED OR REGRADING AS REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS IN AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH THIS REQUIREMENT. 10. EXCESS EARTH CUT MATERIAL, IF ANY, SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE APPROVED TO BE PLACED ON SITE BY THE OWNER. 11. ALL STORM DRAINAGE PIPE SHALL BE LAID ON SMOOTH CONTINUOUS GRADES WITH NO VISIBLE BENDS AT JOINTS. 12. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE METAL FRAME AND COVER FOR ACCESS. 13. THE CONTRACTOR SHALL PROVIDE ANY EXCAVATION AND MATERIAL SAMPLES NECESSARY TO CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 14. SOILS TESTING AND ON-SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TO THE CONTRACTOR, THE OWNER AND THE OWNER'S REPRESENTATIVE AND SHALL PROMPTLY NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR SHOULD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS. 15. THE USE OF RED CLAY AS A MEANS OF STABILIZING DETENTION PONDS IS PROHIBITED. \ * ANY DAMAGE TO EXISTING SIDEWALK, CURBING, OR DRAINAGE FACILITIES l I I DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED AT THE EXPENSE I OF THE CONTRACTOR. I ** ANY SAW CUTTING OF RIGID OR FLEXIBLE PAVEMENT TO ALL TIE INS 1 SHALL BE A SUBSIDIARY OF ITEM 206-C ASPHALT REMOVAL. I I 1,1 l 1-l I Hl-d:_ll\1 ~---, F[~zC[C[ -I [~; I I I 6 I I 8 I 9 I SOIL EROSION AND SEDIMENT CONTROL NOTES 1. ALL DRAINAGE SWALES MUST BE GRASSED AND RIP-RAP MUST BE PLACED AS SHOWN TO CONTROL EROSION. 10 2. SILT FENCE MUST MEET THE REQUIREMENTS OF LOCAL JURISDICTIONAL AGENCY, SAID REQUIREMENTS AS SHOWN BY THESE PLANS. 3. DISTURBED AREAS SHALL BE VEGETATED AFTER CONSTRUCTION. 4. ADDITIONAL EROSION CONTROL MEASURES OR SILT BARRIERS TO BE PLACED AS SHOWN AND/OR DIRECTED BY THE PROJECT ENGINEER AND/OR LOCAL JURISDICTIONAL INSPECTOR. 5. WHEN ANY CONSTRUCTION BORDERS A DRAINAGE COURSE: A. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY BUILDING OR OTHER EXCAVATION SPOIL DIRT, CONSTRUCTION TRASH OR DEBRIS, ETC., FROM THE DRAINAGE AREA SHOWN HEREON IN AN EXPEDITIOUS MANNER AS CONSTRUCTION PROGRESSES. B. THE CONTRACTOR HEREBY AGREES TO STOP ALL WORK AND RESTORE THESE AREAS IMMEDIATELY UPON NOTIFICATION BY THE LOCAL JURISDICTIONAL INSPECTOR AND/OR PROFESSIONAL ENGINEER. 6. FOR ALL CONSTRUCTION ALONG AND/OR ACROSS WATERWAYS, BANK PROTECTION AND STABILIZATION SHALL BE REQUIRED AS PER LOCAL JURISDICTIONAL EROSION LAWS, 7. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING CONSTRUCTION AND SHALL BE MAINTAINED IN PROPER WORKING ORDER UNTIL ALL DISTURBED AREAS ARE STABILIZED. CONSTRUCTION ENTRANCE PADS SHALL BE INSTALLED BY THE CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR JO LAND DISTURBANCE AND SHALL BE MAINTAINED FOR DURATION OF THE PROJECT 8. A COPY OF THE APPROVED LAND DISTURBANCE PLAN SHALL BE PRESENT ON THE SITE WHENEVER LAND DISTURBING ACTIVITY IS IN PROGRESS. 9. CONSTRUCT SILT FENCE ALONG THE DOWNSTREAM SIDE OF ALL PROPOSED FILL CONSTRUCTION. 10. EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAYE JO BE ALTERED FROM THAT SHOWN ON THE APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLUNG EROSION PURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 11. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR LOCAL JURISDICTIONAL INSPECTOR. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE MEASURES ARE FUNCTIONING PROPERLY. 12. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT IS WITHIN 12" OF THE TOP OF THE SILT FENCE UTILIZED FOR EROSION CONTROL. IN THE DETENTION POND, SILT SHALL BE REMOVED WHEN A DEPTH OF 18" HAS ACCUMULATED AT THE WEIR. 13. ALL EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL EROSION IN ACCORDANCE WITH EASEMENT PLATS PRIOR ACCEPTANCE. 14. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL CUT AND FILL SLOPES. 15. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND THE WORK AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION. 16. TREE PROTECTION AND EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED PRIOR TO ANY OTHER CONSTRUCTION ON THE SITE AND MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 17. ALL SILT BARRIERS MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL SILT BARRIER AND DETENTION FACILITIES ARE CONSTRUCTED. 18. ALL SEDIMENT CONTROL DEVICES ARE TO BE CONSTRUCTED AND FULLY OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING. 19. ALL DISTURBED AREAS TO BE GRASSED AS SOON AS POSSIBLE. 20. ALL SLOPES SHALL BE STABILIZED AS SOON AS POSSIBLE. 21. GRASS AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED WITH GRASS IN KIND. IN AREAS OF INDECIPHERABLE GRASSES-USE CENTIPEDE. 22. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM REQUIRED MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES TO ENSURE THEIR FUNCTION AT ALL TIMES. 23. THE CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT FROM THE DETENTION POND UPON PROJECT COMPLETION. 24. DETENTION PONDS SHALL BE STABILIZED BY MEANS OF GRASSING, SODDING, EROSION CONTROL NETTING, OR A COMBINATION THEREOF. I I 8 9 10 l-o en Ill Ill -, 1-0 o fz co a, .... 0 en .... m 0 :E (.) +l u Cl) .o' ... Ill. (.) :E (!) ,--0 0 I () GAYFER ROAD ALABAMA HIGHWAY 181ALABAMA HIGHWAY 181FAIRHOPE AVE DRAWN BY:CHECKED BY:AEDGFH12346578109BC12346578109GAYFER VILLAGE PARTNERSKLUMPP PARCEL DEVELOPMENTFAIRHOPE, ALABAMAGMCProject: CMOB190186ISSUEDATEINITIAL 05.19.202106.16.2021RESUBMITTAL TO CITY07.18.2021RESUBMITTAL #2JTS & JGJWSDRAWING FILE: T:\Mobile\+CMOB Proj\Gayfer Village Partners\CMOB190186 - Klumpp Property\0 DWG\+Plans\C-002 - EXISTING CONDITIONS AND DEMOLITION PLAN.dwgPLOTTED: Jul 19, 2021 - 9:47amWETLANDS DELINIATION& FLOOD ZONE MAPC-002LEGEND09.28.2021,,r-25,478 Sf 'OF JURISDICTIONAL.-WETl.ANDS OPEN TOP IRON FOUND CRIMP TOP IRON FOUND PC CAPPED REBAR FOUND REBAR FOUND 1/2• CAPPED REBAR SIT STAMPED CAf604LS T~ CONCRETE MONUMENT FOUND CONCRETE MONUMENT SET =·F POWER POLE OVERHEAD ELECTRIC RIGHT-OF-WAY PROPERlY LINE 1' CONTOURS 5' CONTOURS POOL PUWP GUY WIRE II ELECTRIC METER BOX El AIR CONDmONER FIRE HYDRANT WATER METER SANITARY SEWER VAi...\/£. _i] [TC ' V CJ EXISTING CONCRETE PAVING JUNCTION BOX TELEPHONE PEDESTAL TELEPHONE MANHOLE STORM DRAIN MANHOLE TRANSFORMER BOX LIGHT POLE SHOWER FAUCET SEWER CL.EANOUT GAS VN...VE WATER VN..VE CABLE 1V SIGN SANITARY SEWER MANHOLE GRINDER PUMP ~ ELECTRIC BOX 100 0 100 200 FlAG POLE ~== ~ EXISTING ASPHALT SCALE: 1''=100' , ..., .; ~ cl, C ·.; ::ii "' M 0 "' <D "' "' <D M ...I < Cl) C ..c Q. .. 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'./J.li;11<,l'I< ,_ ~ OTT "'r ---.r:i. ~-41'tr,r )> "' () ' ' 1 '·· ,1,·,,,I ,;,wi l:'t-_ I '-~~)~-(tA.~IO!'tl: 1/4"·'!.I ~ -, ·-'~-~-~~"'111 . } 7;· • : ~-~ ~~it~""''"''r=c""'.:-;;_;.·;;,_~'-~-~~~~~_-:.-----~=:a::; I ~-----r- ,~ };: 0 STREET D ij l ;c:;~ ! 1J I -" I i :1 I -!- i i i J, OVERALL SITE PLAN C-101 I I I ~I ,: I : I i I i I i I i I i I u 7 : ~- i ~i i I ! ~ i I i I l I ·-\, 1' : ( j \I I i I : I !i ~§ ~I I ~ "<C '~ I ~ H .,,.,., I ,,._,,11,1.:n;~, .. ,j, :., ~ I ----l --I GAYFER VIL LAGE PARTNERS KLUMPP PARCE L DEVELOPMEN T FAIRHOP E, ALABAMA GMCProject : CMOB190186 ff- ISSUE INIT IAL RESUBMITTAL rocrr, RESUBMITTAL#2 CITY COMMENTS DRAWN BY· CHECKED BY: ,,, ~ ~ ~ l; ~ ,, ' DATE 05 .19.2021 06 .16.202 1 0918 .2021 10.19.2021 JTS&JG· JW S -n ~~~ s· :-.:-: ] ¥ Hll~N .'fl '1 · !l __ l I' ~;•r_~i\ J i'1 ':< l : ~f ., I I .,.• f ~~- f '0'r.. /i ~ ({ ·t y. ;::,-;. \ _,, .. 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SITE PLAN GA YFER VILLAGE PARTNERS KLUMPP PAR CE L DEVE LOPMEN T FAIRHOP E, ALABAMA C-104 GMCProject: CMOB190186 ISSUE INITIAL RESUBMITTAL TOCITY RESUB MITTAL#2 CITY COMMENTS DRAWN BY· CHECKED BY; DATE 05 .19.2021 06 .16.2021 0928.2021 10.19 .2011 JTS&JG JWS l 2039 Ma in St reet Daphne, AL 36526 T 251.626.2626 GMC NETWO RK,COM Gl I n l_;I □ I§ ,.. .,, .,, .,, tT1 X ;u ;u ;u ?'. ~ 0 ~ ~ I:) is ~ 1:; 9 9 9 a ~ ~ 8 ~ z i's V ;u ~ f;l .... 00 "' 0 CMOB1901B6-Klumpp Property\0 DWG\+Plans\C-201-OVERALL GRADING AND DRAINAGE PLAN.dwg DRAWING FILE:T:\Mobile\+CMOB Proj\GayferVillage Partners\ 0 PLOTTED: Oct19, 202►2:32pm OJ U) n m ~ El ij 1 ~ el OVERALL GRADING AND DRAINAGE PLAN C-201 0 GAYFER VILLAGE PARTNERS KLUMPP PARCEL DEVELOPMENT FAIRHOPE, ALABAMA GMCProject: CMOB190186 ISSUE DATE INITIAL 05.19 .2021 RESUBMITTAL TOCIT'r 06.16.2021 RESUBMITTAL#2 09.28.2021 CITY COMMENTS 10.19.2021 DRAWN BY: JTS&JG CHECKED BY: JWS 2039 Main Street Daphne, AL 36526 T 251.626.2626 GMCNETWORK.COM G) I .... 00 0 H G D -~---~ ! ~ I i i SPHW-10 11·• i I.I ---- 11 _/, -_ __,,,:,__------_ _,/ / DWSI 22"•13" ARCH PIPE INY.EL.-100.+9' 3 22",D"ARCHPIPE lf{II.El....=107.84' 22"<13"ARCHPIPE INV.EL-108.56' 2 3 4 +"RCP INV. EL.-108.+9 4 5 SOUlH WElPOND TOP: 111.00 BOTTOM: 101.00 POOL ELEVATION: 105.DO ·=wooo~ 6 --,,, __ ~ ,o·,c,,ern~~~-------- 18"RC INV. EL-10'd.s' 6 SOUlH POND OUn.ET TOP :110.00 SUMP: 99.00 2(EA) 4' WEIR: 106. 75 1(EA) 2.75' WEIR:105.00 8 SPHW-77 -:_ou~l&ToJ:1JN:~= 1;~s~f~A\s1~tf~o+~~¥:l~;1=_~:'oa :,!1~~ r !I J L:! ;;"-rn," -, 1B"RCP I r I 7 8 9 DWSl-76 9 10 r z 0 50' • -• -Scale: 1" = 50' 10 z <C ..I CL C, z c :i 100' C, I t I ; .., t ~ ~ C -.. :!; "' M 0 N ::; "' 0 N 0 LI) "' "' "' M N "" ...I "' 0 "! <( "' ~ ai N I- "l w C: z ,:;;; in a. N 0 "" ::; C I-0 ~ "" ~ ~ z ~ ;1, Cl "' ;!; ~ fil "' ~ I 0 (0 Q) .... 0 CJ) .... m 0 :E (.) ,i.l u G) 'o' ... CL (.) :E (!) \ ,, .... .,, ,,,,, N 0 N I () "' 00 i5 DRAWING FILE: T:\Mobile\+CMOB Proj\GayferVillage Partners\CMOB190186-Klumpp Prop€rty\0 DWG\+Plans\C-202-GRADING AND DRAINAGE PLAN.dwg PLOTTED: Oct19, 2021-2:56pm ► 00 0 0 rn 1 n !!l. ~ g, "' q ij GRADING PLAN GAYFER VILLAGE PARTNERS KLUMPP PARCEL DEVELOPMENT FAIRHOPE, ALABAMA C-203 GMCProject: CMOB190186 a, " ISSUE INITIAL RESUBMITTAL TOCITY RESUBMITTAL#2 CITY COMMENTS DRAWN BY: CHECKED BY: DATE 05.19 .2021 06.16.2021 09.28.2021 10.19.2021 JTS&JG JWS 2039 Main Street Daphne, AL 36526 T 251.626.2626 GMCNETWORK.COM G) I r:oo· t 00-000-0-,;JJ -90-9t-9o too· t oo-ooo-o-9t,-90-9t-90 'ON 1:J.J'/JYd'fYJ, 'FS:!J'/JJY rn·~9 El 1:J.JH"Yd: \ -\ !+oo I r-.__' -----.:i ' \ : ,._.,... __ ., \ ; ~ ~~\ \ \ \ \ \ \ \ \ I I \ \ \ \ \ \ \ \ \ ... "' I .._, \ I \ \ I I i5 "' ... "' 00 (0 0 DRAWING FILE: T:\Mobile\+CMOB Proj\Gayfer Village Partnera\CMOB190186-Klumpp Property\() DWG\+Plans\C-202-GRADING AND DRAINAGE PLAN.dwg PLOTTED: Sep 27, 2027-6:28pm ► 00 0 0 --------'7\1Rrfm'Yl:'.7 - -----.r "I "' !;J -----_________________ \_~-- +-=;--,,=--~--~, ----] -------------,~~_\ __ ~,t:,,,,~----'"· .• <~--R,,>~', • ?zk -~.,.It'll, 11,JDttiill'ffr====T• 1 '•, I ~ \ ID r• U) n m ~ II "' q ' \ -I ~ 1 '\ ·•,, , ~ I \~ \ \ g, 1 ij GRADING PLAN C-204 \ \\\ -i I I \ \ \ \ \ \ \ \ \ ,,,,,, ... .,,,.1#~,, ,,_ ._ -: ~ \ I I I I I I I \ I \ I I I I I I I I I I I I I I I I I I I I I I ' \ I \ \ \ I I I \ \ \ I I \ J c;; I I \ \ I I I I I I I I I I I I I I I I \ \ \ I I I I I I I I \ \ I I I I I I I I I I I I I I I \ I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I I \ I I GA YFER VILLAGE PARTNERS KLUMPP PARCEL DEVELOPMENT FAIRHOPE, ALABAMA GMCProject: CMOB190186 ISSUE DATE INITIAL 05.19.2021 RESUBMITTAL TOCITY 06.16.2021 RESUBMITTAL#2 09.2B.2021 DRAWN BY: JTS&JG CHECKED BY: JWS ----------- 2039 Main Street Daphne, AL 36526 T 251.626.2626 GMCNETWORK.COM I ... 00 0 I I 3 I 4 I I 6 I I 8 I 9 I 10 , ' H '-' Pipe Table Pipe Table STRUCTURE TABLE STRUCTURE TABLE >: - FROM TO SIZE LENGTH SLOPE FROM TO SIZE LENGTH SLOPE STRUCTURE NAME: DETAILS: PIPES IN: PIPES OUT STRUCTURE NAME: DETAILS: PIPES IN: PIPES OUT (!) SWSl-79 DWSl-80 18" 82.05' 2.00% DWSl-72 DWSl-73 24" 37.00' 0.50% RIM = 111.90 SWSl-58 RIM = 115.15 24" RCP INV OUT =108.46 DWSl-55 INV IN: 105.52 30" RCP INV IN =105.52 30" RCP INV OUT =105.52 INV OUT = 108.46 DWSl-80 SPHW-81 24" 86.50' 0.50% DWSl-73 SPHW-74 30" 78.44' 1.68% INV OUT = 105.52 RIM = 115.15 G DWSl-82 DWSl-80 18" 37.00' 0.50% DWSl-75 DWSl-76 18" 70.99' 0.50% RIM = 111.90 SWSl-59 INV IN: 107.84 24" RCP INV IN =107.84 24" RCP INV OUT =107.84 INV IN:105.36 30" RCP INV IN =105.36 INV IN: 108.34 18" RCP INV IN =108.34 NORTH POND OUTLET SWSl-84 42" 60.87' 0 .50% DWSl-76 SPHW-77 18" 160.93' 0.50% DWSl-56 INV IN:105.86 24" RCP INV IN =105.86 36" RCP INV OUT =104.86 INV OUT = 107.84 INV OUT = 104.86 SWSl-84 SWSl-85 42" 37.00' 0.50% SWSl-78 SWSl-79 18" 37.00' 2.00% SWSl-60 RIM = 117.31 18" RCP INV OUT =111.17 RIM = 109.05 INV OUT = 111 .17 SWSl-85 SPHW-86 42" 103.50' 0.50% SPHW-67 SWSl-68 18" 72.16' 0.20% DWSl-72 INV IN: 103.50 18" RCP INV IN =103.50 24" RCP INV OUT =103.00 INV OUT = 103.00 RIM = 117.31 ::; HW-104 HW-105 54" 211.32' 0.57% SWSl-68 SWSl-69 24" 92.35' 0.20% SWSl-61 INV IN: 110.55 18" RCP INV IN =110.55 18" RCP INV OUT =110.55 CD 0 RIM = 109.05 INV OUT= 110.55 ... N u -SPHW-96 SPHW-106 24" 119.58' 5.00% SWSl-69 JB-65 24" 50.22' 0.20% DWSl-73 INV IN: 102.82 24" RCP INV IN =102.82 30" RCP INV OUT =102.32 ., LI) ., CD CD " INV OUT = 102.32 RIM = 104.08 h; M "' "' DWSl-55 DWSl-56 30" 31.00' 0.50% SWSl-70 SWSl-71 18" 101.35' 0.50% SWSl-68 INV IN: 99.86 18" RCP INV IN =99.86 24" RCP INV OUT =99.36 ...I CD 0 "i DWSl-75 RIM = 108.91 18" INV OUT = 99.36 C <C CD :;: DWSl-56 SPHW-57 36" 79.22' 4.87% INV OUT = 102.15 RCP INV OUT =102.15 ·co ai "' :;; RIM = 102.79 ~ C "l z SWSl-58 SWSl-59 24" 31.00' 2.00% Pipe Table RIM = 108.90 SWSl-69 INV IN: 99.18 24" RCP INV IN =99.18 24" RCP INV OUT =99.18 "' .<= in u M a. "' DWS-76 INV IN: 101.80 18" RCP INV IN =101.80 18" RCP INV OUT =101.80 INV OUT= 99.18 0 "" ::; SWSl-59 DWSl-56 24" 359.67' 0.55% INV OUT = 101.80 "' 0 I-(!) FROM TO SIZE LENGTH SLOPE SWSl-70 RIM = 108.65 18" RCP INV OUT =104.69 SWSl-60 SWSl-61 18" 31.00' 2.00% RIM = 109.05 INV OUT = 104.69 SPHW-87 DWSl-88 22"X14" 36.74' 0.75% DWSl-80 INV IN:101.93 18" RCP INV IN =101.93 24" RCP INV OUT =101.43 SWSl-61 JB-62 18" 67.89' 2.00% INV IN:101.93 18" RCP INV IN =101.93 RIM = 108.57 SPHW-98 SPHW-99 44"X27" 107.98' 0.93% INV OUT = 101.43 SWSl-71 INV IN:104.18 18" RCP INV IN =104.18 18" RCP INV OUT =104.18 JB-62 SWSl-59 18" 186.21' 0.40% INV OUT = 104.18 SPHW-100 SPHW-101 44"X27" 71.17' 1.41% DWSl-82 RIM = 109.05 18" RCP INV OUT =102.11 SWSl-51 SWSl-52 18" 101.65' 0.66% INV OUT= 102.11 SWSl-78 RIM = 109.76 18" RCP INV OUT =104.31 SPHW-102 SPHW-103 44"X27" 92.10' 1.09% INV OUT = 104.31 -SWSl-52 SWSl-53 30" 54.00' 0 .50% RIM = 106.87 DWSl-88 DWSl-89 22"X14" 67.97' 0.59% 22"X14" RACP 22"X14" RACP RIM = 109.76 DWSl-88 INV IN:103.72 SWSl-53 SWSl-54 30" 31.00' 0 .50% INV OUT = 103. 72 INV IN =103.72 INV OUT =103.72 SWSl-79 INV IN: 103.57 18" RCP INV IN =103.57 18" RCP INV OUT =103.57 DWSl-89 SPHW-91 22"X14" 107.10' 0.30% INV OUT = 103.57 SWSl-54 DWSl-55 30" 56.51' 0.50% RIM = 105.94 SOUTH POND OUTLET JB-64 58"X36" 337.24' 0.50% DWSl-89 INV IN: 103.32 22"X14" RACP 22"X14" RACP RIM = 109.50 SWSl-71 DWSl-72 18" 136.09' 0.50% INV IN =103.32 INV OUT =103.32 SWSl-84 INV IN: 100. 70 42" RCP INV IN =100.70 42" RCP INV OUT =100.70 NN NN ~ ~ INV OUT = 103.32 0 coo JB-64 JB-65 58"X36" 254.00' 0.60% INV OUT = 100. 70 .., ~~~ .. RIM = 103.37 w~ r; JB-65 EX-JB 58"X36" 12.97' 0.20% EX-JB 58"X36" INV IN =99.12 RIM = 109.50 I-ui ~~~ INV IN: 99.12 <( 0 SWSl-85 INV IN: 100.52 42" RCP INV IN =100.52 42" RCP INV OUT =100.52 0 RIM = 116.84 INV OUT = 100.52 ~ :.i ~ ~ ~ JB-62 INV IN : 109.19 18" RCP INV IN =109.19 18" RCP INV OUT =109.09 ~E u z fil INV OUT = 109.09 -;,; ~~~ :;: " RIM = 105.50 ~~~ ;;; !;l STRUCTURE TABLE Cl I JB-64 INV IN: 99.31 58"X36" INV IN =99.31 58"X36" INV OUT =99.31 u -INV OUT = 99.31 ~~8 RIM = 104.00 STRUCTURE NAME: DETAILS: PIPES IN: PIPES OUT ffi ffi ~ JB-65 INV IN: 97. 79 58"X36" INV IN =97.79 58"X36" INV OUT =99.15 SPHW-57 FL:101.00 36" RCP INV IN =101.00 "'"' u INV IN: 99.08 24" RCP INV IN =99.08 INV OUT= 99.15 SPHW-67 INV OUT = 100.00 18" RCP INV OUT =100.00 D NORTH POND OUTLET RIM = 110.00 42" RCP INV OUT =101.00 SPHW-74 FL:101.00 30" RCP INV IN =101.00 INV OUT = 101.00 en SPHW-77 FL:101.00 18" RCP INV IN =101.00 0::: (0 RIM = 110.00 58"X36" w co SOUTH POND OUTLET INV OUT = 101.00 INV OUT =101.00 24" z .... SPHW-81 FL: 101 .00 RCP INV IN =101.00 0 RIM = 113.16 I-a, SWSl-51 18" RCP INV OUT =107.90 SPHW-86 FL:100.00 42" RCP INV IN =100.00 0::: .... INV OUT = 107.90 <( a:i RIM = 112.58 SPHW-87 INV OUT = 104.00 22"X14" RACP INV OUT -104.00 c.. I-0 SWSl-52 INV IN: 107.23 18 " RCP INV IN =107.23 30" RCP INV OUT =106.23 SPHW-91 FL:103.00 22•x14• RACP INV IN =103.00 wi'a :E -INV OUT = 106.23 C) if' u SPHW-98 FL:107.00 44•x2r RACP INV IN -107.00 <( g RIM = 112.76 ...J w ,i.l SWSl-53 INV IN:105.96 30" RCP INV IN =105.96 30" RCP INV OUT =105.96 SPHW-99 INV OUT = 108.00 44•x27" RACP INV OUT •108.00 ...J ~ <( u INV OUT = 105.96 -o :::, (I) >uJ <( SPHW-100 INV OUT = 112.00 44•x27" RACP INV OUT •112.00 "' 'o' RIM = 112.76 0::: ~ :"i SWSl-54 INV IN: 105.80 30" RCP INV IN =105.80 30" RCP INV OUT =105.80 <( ... SPHW-101 FL:111.00 -44"X27" RACP INV IN •111.00 W<C D. INV OUT = 105.80 LL o. ui >-it 0. u SPHW-102 INV OUT = 116.00 44"X27" RACP INV OUT =116.00 0 <( ~ I :E "' SPHW-103 FL:115.00 ,1,,4."X27" RACP INV IN •115.00 C) ;;i ~ C) ,,,11n••~" -"'''p.6~''• , .. ~':~·••".' . • .... ~\ i 'a.' ' <-,. ...... .... ~·\ i \~~.i r,g~f ',1, ·w:s.~ .............. 11•1u,~1•11 Ill ...I -::::, LO C Ill 0 :::c u en N :IE I 1:11: 0 () I-en I I I I I I I I I 3 4 6 8 9 10 H G D I' I 1 1 1 , , , 1 I I , , , , 11 , , , , , , , , , , , , , , , I I I , , , I I l , , , , , , I I I , , 1 1, 1 , , , , , , 1 1 I 1 I I 1 I I 1 1 1 22",13"ARCHPIP£ INV. EL.=107.84 3 4 ~~ "DOGWOOD ,,.,,,,,=,~, ~ ~ 29"JUNIPER_.,../~ 2",13" ARCH PIPE IN\I.EL.-107.SJ' 3 ,~!: 0 f f ~IL,.: :f I I ll ~" : L I -0 ~ 4" RCP IN\/. EL.-104.07' _.::,\1/?-, 20~~~-ER /;s'·oo 144'18 '· w 18"R INV. EL -104 45' 4 6 6 8 9 NOTES: 1. ALL UTILITIES WORK AND CONNECTIONS ARE TO BE PROVIDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OF THE UTILITY PROVIDING. 2. ALL MATERIALS AND WORKMANSHIP UTILIZED WITHIN THE CITY RIGHT-OF-WAY SHALL CONFORM WITH APPLICABLE RIGHT-OF-WAY ORDINANCE AND REQUIREMENTS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH THE FEDERAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, DURING AND CONSTRUCTION WITHIN THE RIGHT-OF-WAY. 4. SITIE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES, HAVE EXISTING UTILITIES LOCATED PRIOR TO EXCAVATION 5. CONTRACTOR SHALL FURNISH TREE PROTECTION FOR EXISTING TREES TO REMAIN AND SHALL BE RESPONSIBLE FOR MAINTAINING THEM THROUGHOUT CONSTRUCTION. ------', ------------/ ---------l-- ,,_________.SiH EE T B ~ • IJ 8 9 10 0 100' 200' ••••I Scale: 1" = 100' i rr hi ,, 10 U) c::: LU z I-c::: <( a.. r- LU i'a C) if' <( g ...J w ...Ji';'; -o > ;j c::: ~ LU <( LL a. >-it <( ~ C) ;;! ::; ... CD 0 N u ., LI) ., CD CD "' ii M N a: ...I CD 0 C <( "i ~ "iii CD ai N :;; ~ C: "! z "' ,::: in M a. N u 0 "" ::; N 0 I-(!) § NNN ~ ~ 000 .., ~~~ "" w~ ~ r-ui ~~~ <( 0 0 ~ :.i ~ ~ ~ ~E u z fil -;,; ~~~ ~ "' ~~~ ;;; !;l Cl I u ~~8 ffi ffi ~ a: a: u (0 co .... 0 a, .... a:i 0 :E u <( ,i.l :::, u <( (I) "' 'o' :"i <( ... D. ui ll. u 0 I :E 0: ~ C) ,""'"'1118A 1'',,, N 0 M I () H G D @] 22",n"ARCH PIPE INV.EL-108.56' REQ'D: a• FIRE HYDRANT ASSEMBLY REC'D: 6" SANITARY SEVIER LATERAL REO'D, 12" 1EE. 3 -12" VALVES. I: 1-12"CM' 2"s13"ARCHPIPE IN\/. EL.-1013.49' 3 22"x13"ARCHPIPE If.IV. EL=f07.84' 3 4 H 9 Inv. ln•103.1O a• Inv. Dut-103.00 ff' 1-51 FL Out-1O7.90 18" 4 393 lF a• SS O 0. 715:1 REQ'D: 6" ARE H'IDRANT ASSEMBI. V ~-T- H"RCP 6 i 1 REQ'D: 12" C-900 WATER MAIN·. rQ'o, 6" SANITARY SEWER LAlERAL 35"LIYEOAK CREPE RTLES 4"RCP INY. El....=104.07' 6 REQ'D: 6" FIRE HYDRANT ASSEMBLY ..,_.,.. FL ln•99.31 58" FL OUt-99.31 58" S 00'44'18" W 433 8"RCP INV.EL -104.01' DWSl-72 FL ln•103.l50 1a• FL 0Ut=10J.OO 24" Ill 8 REC'D, 12" CM' REQ'D: 12• C-900 WATER MAIN 8 9 10 71 lF 18" RCP O 0.50X 11+00 --l"'---~z 0 50' 100' ••••I Scale: 1" = 50' 9 10 en 0::: w z ~ <( c.. 1- w ifi C) if' <( g t ~ tn C 'iij :i; "' M 0 N ...J w _J a'.; <( -0 :a > ~ ~ 0::: () :'.'i LU~ <( LL a. w >-2: 0 <( ~ ;i; C) ;.! ;i: t I ; .., ::; (D 0 N 0 LI) (D (D " M N "' ..J (D 0 "! <( (D ~ Q) N I- "! w C z .c in a. N 0 "" ::; C I-0 Q .. f; ~ z ~ ;1, Cl ~ ~ s " &l :i: 0 (0 Q) .... 0 CJ) .... m 0 :E (.) ,i.l u G) "o' ... CL (.) :E (!) \,,,,uuu, ,,, ('I) 0 ('I) I () H G o a.sos: 15 18" REQ~:~ SANITARY LAlERAL E •· RCP O 0.20,C --K : wo'O: e• ARE ' YDRANT ASSEMBL y I _I I i h 3 4 NORlH POND OUnET FL-101.00 61 LF 42" RCP O O.OOX 24!'5R LF 0 o. ---------- HYDRR Flln-1~4~ SPHW- FL-101.00 t-100.10 42• 5 := ~iiR~TARY -I REO'D: 12• C --900 WATER MAIN 3 / ,. / / / / / / / ,. / ' / 4 B"RCP INV.EL-102.12' 6 6 3 LF a• SS O 1.00X 8 I / -/ / / /''"'""'rv --// / / )'-/ ~ ,nw_m,_" -/ -,,// / __ .-· _/ ; / / / / / / / / / / I=.,.,,,.-27 +~R OAK 9".5L 22,t-li(l,C,- __ j._J!t-.=:_"'-----i.05 _.,,..,,. ,,,,.,,,,,. -- / =J2·CAP , ,✓ t-,04.98 24• . Clo: 12· CROSS. ;-/ ____ +~~ 12• __ YN.VES a: -.. -11 I REQ'D: 12• C-900 WATER MAIN 7 8 10 ::;; CD +' N 0 a, "' 0 I!! CD CD "" ~ M N ~ ....I CD .!: <( N 0 cc ~ ., ::i: ai ~ !;; C en .<= z M a. "' 0 0 ., N ::;; N Cl I-(!) w -- ~ 0 (V) I z () 9 10 H G D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i 1/2" CRF I/'""'"' L-. 1/2"CRF (LS19254) - ' ---------; ' t -- 2"x1J"ARCHPIPE IN\/. EL.-113.16' IJ!:U_ REQ'o: e• SANITARY SEWER LATERAL U_1_l_ REQ'D: s• SANITARY SEWER LATERAL REQ'D: 12• C-900 WATER MAIN REQ'D: s• FIRE H'l"DRANT ASSEMBLY ~ 3 " I 3 I i',J 1 I ' I ,, ' II 1\ 4 -62 FL ln=109.19 1e· FL Out-109.09 1s• 31 LF 24• RCP O 2.00S SWSl-59 Fl ln•107.84 24• Fl ln•108.34 18'" Fl OUt-107.84 24• 4 6 8 S 00·55'09" W 1297.18'(R) 6 8 9 10 28"P0PC0RN~ ____l_2 --'l"----z 0 50' 100' ••••I Scale: 1" = 50' 9 10 21" WATER 0A I i ; .. .., , ,,,uuu, ,,,,, (0 Q) .... 0 CJ) .... m 0 :E (.) ,i.l u G) 'o' ... CL (.) :E (!) LI) 0 M I () H G D C 3 4 6 8 9 • !I );--\)-./~) ;o:C l _ _':·/:_\\-. 0 -: - /' /. T • 77 • 7F ~;ic;C i ,', 3 • ,]i'.0/••/W!!'UUJm~ ~~t!ff~','~ CONNECllON POINT FOR· UNIT 1 LOT 1 PRE-DEI/ELOPMENT "C FACTOR OF .5 CONNECTION POINT FOR UNIT 1 LOTS 2 & 3 PRE-DEVELOPMENT "C" FACTOR OF .5 CONNECTION POIN'r FOR UNIT 1 LOT 4 PRE-DEVELOPMENT "C" FACTOR OF .5 ~~~N~~:c-110N-P01Ntf~-UNIT-,· t\-~:~~~-fr:=~!.fs PRE-DEVELOPMENT "C" FACTOR OF .5 ' '---;4" I 1• °CONNE'Cfr10N Po1Nr FOR ut-11T r LDr 1 PRE-DEVELOPMENT "C" FACTOR OF .5 ALL LOTS IN UNITS 1 AND 3 MUST PROVIDE THEIR OWN DETENTION AND WATER QUALITY TREATMENT AT THE TIME OF DEVELOPMENT. FOR THE PURPOSES OF THIS MASTER DRAINAGE PLAN A "C" FACTOR 0.5 WAS USED TO DETERMINE THE PRE-DEVELOPMENT RUN-OFF VOLUME. A CONNECTION POINT TO THE DRAINAGE INFRASTRUCTURE FOR EACH OF THESE LOTS HAS BEEN SHOWN ON THIS PLAN. 3 4 I.II I ~ .l DETENTION AND WATER QUALITY TREATMENT FOR UNIT 2· LDT 1 AND ALL _p_LATTED RO:W HA? _ _l31;EN PROVIDED FOR IN THE 2 PONDS SHOWN 6 UNIT 3 LOT 1 MA'f ENTER UT of' COWPEN CREEK AT ANY POINT BETWEEN THE BOX CULVERT AND GAYFER AVE PRE;-DEVELOPMENT •cM FACTOR OF .5 7 ~~-·--13-'.R~~ - I ·{,-CL ,:•i!3 UNIT 1 LOT 10 MAY ENTER UT of COWPEN CREEK AT ' ir ANY POINT BET\'/EEN THE BOX CULVERT AND HWY 181 PRE-DEVELOPMENT -c-FACTOR OF .5 8 ',I 11 0 • 9 10 ::; (D 0 t N 0 LI) ~ (D (D " tn M N "' ...I (D 0 "! C <( (D ~ ... Q) N I- :i; "! w C z a, .c in M a. N 0 0 "" ::; N C I-0 N NN Q ~ ~ ~~ .. w~ f; I-,,; ~ ~ <l'. 0 oo 0 ~ :.i ~ ~ ~ :2 E () z s -:.; ON ~ I-.. ;1, " gg &l Cl :i: 0 ii :::, :::, ~~ en 0::: (0 w Q) z .... I-0 CJ) 0::: .... <( m c.. I-0 wifi :E C) if' <( g (.) ...J w <l'. +l ...J ~ :a u -0 >.a ;;\ G) 0::: () '.S 'o' w~ <l'. ... LL a. uf CL >-8: ~ (.) <( :a ;i; :E C) ~ ;i: (!) Ill c., cc ,--z I ~ a_ C 0 ar:: Ill 1-z ~ z en CC cc ..I 100' 200' :::& A. -• -I Scale: 1'" = 100' 10 DRAINAGE CALCULATIONS For: KLUMPP PARCEL PUD In: FAIRHOPE, ALABAMA Prepared By: '5$,1$*(&$/&8/$7,216 ./80333523(57< )$,5+23($/$%$0$ (1*,1((5¶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dZKhd/KEEZZd/s ^/>sZ,/>>h^'^Yh y/^/dE'KE/d/KE^ ^hDDZzK&/E>dEW/W^/'E dEd/KEWKE^/'E /Ey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´5&3WKDWUXQVXQGHUQHDWK+:<7KHQRUWKHUQEDVLQ DOVRUHFHLYHVRIIVLWHZDWHUDWGLIIHUHQWORFDWLRQV7KHILUVWORFDWLRQVLVYLDDQ H[LVWLQJ´SLSHWKDWUXQVXQGHUQHDWK*D\IHU$YHDQGWKHRWKHULVYLDDVPDOO IDUPSRQGRQWKHZHVWHUQVLGHRIWKHVLWHWKDWFROOHFWVZDWHUIURPWKH:KLWH*URYH VXEGLYLVLRQ:HXVHGWKH6&6PHWKRGWRGHWHUPLQHWKHYROXPHDQGWLPLQJRI IORZVFRPLQJRQWRRXUVLWH 7KHVRXWKHUQEDVLQLVGUDLQHGE\D´[´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´[´DUFKSLSHDQGWKHQRUWKHUQSRQG LVEHLQJURXWHGWRWKH´5&3 )RUWKHSXUSRVHVRIRXUGUDLQDJHGHVLJQZHKDYHHOHFWHGWRUHTXLUHWKDWDOORIWKH RXWSDUFHOVLQ8QLWDQGWKHVROHORWLQ8QLWSURYLGHWKHLURZQGHWHQWLRQDQG ZDWHU TXDOLW\ YROXPH DW WKH WLPH RI GHYHORSPHQW 6RPH RI WKH ORWV LQ 8QLW KRZHYHUQHHGWRFRQQHFWWRWKHPDVWHUGUDLQDJHV\VWHPEHLQJLQVWDOOHGDQGWKHLU ZDWHU LV EHLQJ URXWHG WKURXJK WKH UHWHQWLRQ SRQGV 7KH ZDWHU EHLQJ URXWHG WKURXJKWKHVHSRQGVLVWREHDWLWVSUHGHYHORSHGUDWH$³&´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lllnl3A1 1S ,UHOO)lll/lllOlYl •ntYn'1Y n9NVllOVnb ,,onBA115 ----.. --- --====== 4M""il'-..o? __ ..... Aol_ EXISTING CONDITIONS I :111 1 !'i'llil'III I •n • I i '11• I I I i x l 0 ~ :, " -;. ~ I I I ~ " I I I I I EXISTING CONDITIONS & DEMOLITION PLAN C-002 a-, I 'I J ,, 4 ' ''' 1 ' w I I . C t.-1M I \ I I ' -, 1·1 1if1 j/t 1 'ii I : I I -'·ii ,, ' •j I . -1 ,, • 't ~1 l ~. ' 1 ' I r \"• ·,~ ' '':'j:' i 1'· : ::c • _.::_·-1~\ ·-,•~1 ~ -/ I ,,'. ·~ l! ,,\ - •i '! : ~~d ~ ~:=~=-=~ ,, ;'. ' .. , , T,, l t 'Ff 7 ~ ~ 1 \ ,.!:~ I~~• i I ; l GAYFER VILLAGE PARTNER S KI.UM?P PARC EL DEV ELOPMENT FAJRHOVE.ALABAMA GMCProject: Ct.1OB190186 INITIAL 05.19.2021 RfSU6MITT....._ TONT 06.E.2071 2039 Main Street Daphne. AL 36526 T 251.626.2626 " OVERALL GRADING & DRAINAGE PLAN ~~~;~~~\liloftPon~l90186-K"""pp~~->flona\C--i01 -0VEAAU.OAAOJ<,QNODIIANAOE~ > 0 0 OVERALL GRADING AND DRAINAGE PLAN C-201 GAYFERVILLAGE PARTNERS KLUMPP PARCEL DEVELOPMENT FAIRHOPE,Al.ABAMA. GMCProject CMOB190186 ISSUE DATE RESUBMITTAL TOCm 06.16.2021 RESU6MITTAL#2 07.16.2021 JTS&JO 2039 Main Street Da p hne, Al 36526 T 251.626.2626 G) 9Z9Z'9l9'L~Z .l 9Zli9£ 7V 'eu4dea 1eeus UJBY\l 8EOZ: ! ~------H+H-1111-41111,1 I~ I I --~~~ "-~- " lZOZ"911IO .IIOOJ.1'1'.ilJ~9(lS3!1 lZOZ"6f'S0 lVWNI 31.VO 3'1SSI .,_ ---3/\V )~OH~~IV-~==,,IJ "V"WV1:IYW'3dOHUl"V"~ lN3r-.idO731\30 73:ltl"V"d ddv-.1'17)1 S~3N.lllVd 38\llllA ~3~AVf> J. lOl-8 NY1d ONIOYllO q g G ~ / c===-~==='11----- STREETB 05.22 E L9j~ii:~: ! i C • i i j J • I l i §, -~A i~ ~; H ONITI LOT 9 1.6 0 AC.± ~!e!c 11 ,• .J ONITI LOT 10 3.08 AC.± c;._'k ~--- ;11 ,.,Ii.-~~--- ,Y ·,C ------.. 1ir : r" ~---· j~ , '" '}r,v¥'1o>'::;:-..:, / ~,p-,l ~w-:.V ,,' ,,' \,,' , , ~O'o cghm ~. ,' ' ,' , t -I' •Mi , ,' . , •= """ !>l'lEII "X-Sf.!ADED" " ~ / 'I ' , t c;' 'I Ti t ,( 71 -~ h i)>J> ~! 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As part of this PUD a roadway network is to be constructed that will help separate the different Units of the PUD. The roadway network that was part of the approved PUD crosses 2 areas of poor-quality jurisdictional wetlands that are shown on the “Wetlands Impact Plan” and labeled “Area A” and “Area B”. By filling in the wetlands area labeled “Area B’ a small area of poor quality wetlands will be left, this area is labeled as “Area C”. The owner is proposing to fill in this area of wetlands as well. The total acreage of wetlands that we are proposing to fill is 0.73 acres or 32,000 sf. In the filling of the wetlands we will comply with the City of Fairhope “Red Dirt” ordinance by using a sandy fill material. All fill material will also be compacted to 95%-98% SPD to ensure that roadway and other improvements are built on a stable foundation. It is acknowledged that Fairhope has a Wetlands Ordinance, Ordinance No. 1370, that governs the filling of wetlands inside the corporate limits of Fairhope. In order to comply with this ordinance the owner is proposing to offset these wetlands impacts by creating an area of constructed wetlands on-site as mitigation. The ordinance states that in order to mitigate the fill of wetlands new wetlands must be created at a ratio of 4:1. By ordinance we would need to create 2.93 acres (128,000 sf) of wetlands. We are proposing to create 3.10 acres (135,000 sf) of high quality wetlands. Narrative: Inundation Zone Types & Depths: Depths and surface area percentage for each zone were based on a combination of recommendations from the “Alabama Low Impact Development Handbook” and the most recent version of the North Carolina, “NCDEQ Stormwater Design Manual.” The North Carolina Manual’s chapter on Stormwater Wetlands was recently updated in November 2020, and they incorporated research and input from the N.C. State University, Stormwater Engineering Group, which is at the forefront of stormwater (green infrastructure) research in the southeast, so in a few instances the NC guidance was incorporated. Alabama LID Handbook (2012) https://adem.alabama.gov/programs/water/waterforms/LIDHandbook.pdf Zone Percentage of Area Water Depth Deep Pools 10% forebay + 10-15% others 18-36” Shallow Water 40% 3-6” Shallow Land 30-40% 12” at TPE (temporary ponding elevation) Upland Optional Rarely wet NCDEQ Stormwater Design Manual (2020) https://files.nc.gov/ncdeq/Energy%20Mineral%20and%20Land%20Resources/Stormwater/BMP%20Ma nual/C-4--Stormwater-Wetland-11-20-2020.pdf Zone Percentage of Area Water Depth Deep Pools 10-15% forebay + 5-15% others 24-40” (forebay); minimum of 18” (others) Shallow Water 35-45% 0-9” below permanent pool Shallow Land (Temporary Inundation Zone) 30-45% Up to 15” at TPE (temporary ponding elevation) The planned areas and depths for this site is as follows: · 10% Forebay o Depth: 36” below permanent pool o Depending on soil investigation (depth to water table & infiltration rate), may need to line (geomembrane or clay) the forebay to keep standing water · 10% Other Deep Pools o Depth: 24” below permanent pool o Depending on soil investigation (depth to water table & infiltration rate), may need to line (geomembrane or clay) the deep pools to keep standing water · 40% Shallow Water o Depth: graded such that it will be 0” to 6” below permanent pool · 40% Shallow Land o Set Temporary Ponding Elevation at 15” above permanent pool o Depth: 0” to 15” above permanent pool Drawdown of temporary ponding depth (water quality event): · It is planned for the low flow orifice to be sized such that the volume from the temporary ponding depth (15”) will drawdown within 2-5 days. Other (soils/water table/layout): · Hydrologic Soil Group (HSG) o Soils adjacent to the wetlands will most likely have a HSG of B or C, where B is more favorable for infiltration, which is not a high goal for a stormwater wetland. · Depth to Water Table o The one soil, Tifton very fine sandy loam, has a depth of 3-4 ft (HSG: B) o The other soil, Carnegie very fine sandy loam, has a depth of >6.5 ft (HSG: C) o Since there will be a bit of cut for construction, it is likely that the soils will be closer to the water table elevation and with more restrictive infiltration capacity, which is favorable for the deep pools to keep water. However, they will be planned to be lined if needed. · Layout (sinuous low flow channel) o The stormwater wetland will have what appears to be a sinuous, low-flow channel to increase hydraulic retention time in the stormwater wetland. A few examples are presented below. Cross Section & Riser Structure Examples from NC Design Manual Figure 2: Stormwater Wetland Example-Schematic Cross•Section llMB.I\NJ0.1Bff Af,i[l PERIMETER FILL SL OPE S Pu.Ni 'MTH NON-CWPM'ING 1ml' GRASS, NO TREES OR WOOO-YSI-IIWBS fOOEBAY (e) Elffll"'NC!E Sl'WL Be De eR THAM E)cJT llll OEPTH · 24-'!Ci' BELOW P.Efli,v,.NEN Poot. lb) IF DfiPTl-1 <·W , 01.SMf QI.IT f c:>ReeAY Ta,!l"ORM'IV IN'IJNDATION ZOOE A.IDiJSl TtiE r,ti , COOPA.CTlON , All!l OTJ-t R -'!TTRl!llJTES OP me FIRST 12' DEPTH OF Tlle: SOJl. IF NECESSARY T D PROMIDTE PLANIT E5T/\BUSHMEl>'T ANil Gflowrt1 I EMeo!½BX !NL!lj04JI QN ZQ('IE- l~I Of'V(W DOW N BETWlaE N 2 .1\/Ntl 5 OAYS [b) WE"llANO ~l•W TE11PORARIL Y POND PEAi< AJT EN IIATIO \la.l1ME AT A DEPTH EXCEEJIING 16" IC) DEPiH, D-15" ASOVE l",BU,IANENTPOCIL SHALi.OW WATER <!ONE llEPtH.. 11-9" BEi.OW PERI.IAA~ POOL t:IOlt:fOREBI\Y DfliiP POQl M OIE SIGN 'TO RET-Ul WATER BE"M'EEN STORt.l EVENTS (b) DEPilt;A MINIP.WM OF\I!" BELOW PERMA BITT POOL Figure 3: Storm wate r Wetland Example -R;s er SH ~CK(.R~QUIREDt WEIR (OR o HER 1Ettt00t a ~ EST/l,BLISH Tt POAARY Pt;X;t. IJllET JO, ESTABLISH N~IMLPOOL J,il.lSfDAAW 00\VN ra.•POOIIHY POOi. iN (0 OFI\/E DA YS TEI POR!\Rl' J!'OO L ------ DE.WATERI NG Me.THOD ~ OV l □E A,M£TH OO oaRAW oo\11N iiT NDlNGWATBHOfAC!IL ATE MAI ITTEWA$E 00 NS'PEC 0N lE..G .1 S lh!MER, OR ,;tffl;fLO ArtON ~ --- --,.---........... - 1 I I I OUTT:ETM" I I ANTI-$EEP MEASURES ARE: RECOMMENDED Plants/Vegetation: · We plan to follow plant list suggestions from the “Alabama Low Impact Development Handbook.” We will select the appropriate plants for the specific zones (e.g., deep pool, shallow water, and shallow land). Some Examples of expected planting include: Swamp Thistle Swamp Lily Purple Love Grass Trumpet Honeysuckle Wild Lily of the Valley Swamp sunflower Winterberry Holly Assorted Ferns Assorted Pine trees Assorted Oak trees Assorted Azaleas · A few examples of dense stormwater wetland vegetation are presented below. One option depicted on one picture is to include a raised boardwalk/trail. Maintenance: The owner will be responsible for maintaining the wetlands for a period of 5 years. This maintenance will include invasive species removal, maintaining plant survival and ensuring that all vegetation is established to prevent erosion and to stabilize the ground 1-L NEEL-SCHAFFER engineers planners surveyors ~ -Soluc:lons you can build upon October 11, 2021 Mr . Hunter Simmons Planning and Zoning Manager 161 North Section Street Fairhope, Alabama 36532 Re: Drainage Review -Gayfer Village (Klump Property) SR 181 Dear Mr. Sinunons: environmental scientists landscape architects We have reviewed the drainage from latest site plans submittal for the above referenced property. Please see the below the comments from our review: 1. In the Drainage Calculations, the table of contents says there is a section for StonnCAD calculations. These calculations were not provided for review in the report. Please provide. 2. In addition, please provide the documentation for the rainfall depths being used in design, rainfall intensities used for pipe design, and soil data information in formation for the Classification of the soils since the SCS method is used for the detention calculations for review. 3. Please provide all assumptions and means of calculation for the time of concentration for each pond and inlet basin. 4. Please provide the means for aeration of the wet detention ponds. 5. Stormwater structures SWSI-84 and SWSI-85 are shown to bypass the south wet pond. Please provide justifications to allow th.is flow to leave the site without passing through the detention pond. 6. On the Constructed Wetland portion, we understand that a no-rise Pem1it has been submitted to the city. Please also note that a separate wetland pem1it will be required from the city on the mitigation plan which will require a more thorough wetland plan to be submitted for review. This also should demonstrate that the constructed wetlands can handle the pass-through storm water through the constructed wetlands. 7. Please provide a schematic sample for Unit 2 to demonstrate that 37% impervious for the proposed site in the appendix of the drainage report. Also demonstrate that the 'C' value for lots in Unit I shall meet a val ue 0.50 as used for design in your report. If you have any questions, please give us a call. Sincerely, /il?J::: __ ~ron,P.E. Senior Project Manager 851-East 1-65 Service Road South, Suite 1000 , Mobile, AL 36606 251.471.2000, Fax 251.471.5997 1-L NEEL-SCHAFFER engineers planners surveyors ,a. -Solucions you can build upon October 21 , 2021 Mr. Hunter Simmons Planning and Zoning Manager 16 I North Section Street Fairhope, Alabama 36532 Re: Drainage Review from Revised Plans-Gayfer Village (Klump Property) SR 181 Dear Mr. Simmons: environm ental scientists landscape architects We have reviewed the drainage from latest site p lans submittal for the above referenced property. Please see the below the comments from our review: 1. In the Drainage Calculations, not enough infonnation is provided for the closed drainage system design. P lease provide design information for the inlets that include hydraulic grade lines , gutter spread calculations , and flow information. Also provide design pipe information that includes pipe lengths, slopes, design flows , pip e flow capacities, and velocity in pipes. 2. The drainage report still does not documentation provided for the rainfall depths. Please provide in your report, the source for the rainfall data for use in both the 24-hour storms used in SCS Method and whatever IDF curves used for the closed system design. (Provide references to where the data comes from .) 3. Please provide all assumptions and means of calculation for the time of concentration for each pond and inlet basin. This should be provided in drainage basin maps with time of concentration lines drawn on these maps. 4. Please provide calculations showing SWSI-84 and SWSI-85 will have no increase to flow downstream if capacity is taken up in the North Wet Detention Pond. If you have any questions, please give us a call. Sincerely, itl~Hzr:::__ :l:~eron, P.E. Senior Project Manager 851-East 1-65 Service Road South, Su ite 1000 , Mobile, AL 36606 251.471.2000, Fax 251 .471 .5997 75$)),&,03$&7$1$/<6,6 for Klumpp Property PUD Final Report May 2021 Prepared by: <>hDWWWZKWZdz&/Z,KW͕> EĞĞůͲ^ĐŚĂĨĨĞƌ͕/ŶĐ͘ DŽďŝůĞ͕ůĂďĂŵĂD͗ͰWƌŽũĞĐƚƐͰE^Ͳϭϲϯϲϴ<ůƵŵƉƉWhd/ͰZĞƉŽƌƚͰ^ĞĐϭͺŝŶƚƌŽ͘ĚŽĐ d>K&KEdEd^ ^ĞĐƚŝŽŶ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘WĂŐĞEŽ͘ ^ĞĐƚŝŽŶϭ /ŶƚƌŽĚƵĐƚŝŽŶ )LJXUH 3URMHFW/RFDWLRQ0DS ^ĞĐƚŝŽŶϮ ǆŝƐƚŝŶŐŽŶĚŝƚŝŽŶƐ $/+LJKZD\ *D\IHU5RDG([WHQVLRQ )DLUKRSH$YHQXH ,QWHUVHFWLRQRI$/+LJKZD\DQG *D\IHU5RDG([WHQVLRQ ,QWHUVHFWLRQRI$/+LJKZD\DQG)DLUKRSH$YHQXH ^ĞĐƚŝŽŶϯ ǀĂůƵĂƚŝŽŶŽĨǆŝƐƚŝŶŐŽŶĚŝƚŝŽŶƐ ([LVWLQJ7UDIILF9ROXPHV )LJXUH ([LVWLQJ7UDIILF9ROXPHV %DVLVRI$QDO\VLV $/+LJKZD\DQG*D\IHU5RDG([WHQVLRQ )LJXUH ([LVWLQJ,QWHUVHFWLRQ/HYHORI6HUYLFH $/+LJKZD\DQG)DLUKRSH$YHQXH )LJXUH ([LVWLQJ,QWHUVHFWLRQ/HYHORI6HUYLFH ^ĞĐƚŝŽŶϰ WƌŽƉŽƐĞĚĞǀĞůŽƉŵĞŶƚ 3URSRVHG6LWH )LJXUH 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LD ~ a: I- <( u WW D. z <( z uO rnU o:r ZI-<( -_,~ 1-L NEEL-SCHAFFER ;& Solut:ions you can build upon KLUMPP PROPERTY PUD PROPOSED IMPROVEMENTS z :_, l/l FIGURE 5.1 11\ffil dA.l, 3:)MtN v-<; Ol \f3ijlf >t 031\f::JO 1-L NEEL-SCHAFFER ;& Solut:ions you can build upon KLUMPP PROPERTY PUD PROPOSED IMPROVEMENTS FIGURE 502 From:Don To:planning Subject:Case SD 21.33; Sudivision Name: Klump PUD Date:Thursday, October 21, 2021 7:37:05 PM SENT FROM AN EXTERNAL ADDRESS ________________________________ I live in the White Grove Subdivision adjacent to your proposed development and, like some 80 other residents am vitally interested in what is being proposed for development on the property shown on your plat which is adjacent to White Grove. If you drive through White Grove and see the well kept homes which are occupied by many young couples with children (and a few oldies like me), you would understand our concern for the type development being proposed. Although the print on the mail out attachment was too small even to read with a magnifying glass, I was unable to determine what type of development you are proposing in what you call a "subdivision". A prior proposal for this property at least showed small residential lots on the west side of the property which would have formed a buffer between our subdivision and yours. It is obvious you are subdividing the property for something. Please tell us what it is being subdivided for. Only then can we comment productively. Surely the State Law requiring this notification intended you be more specific in what you are proposing than this notice contains. Could you provide me with a reference to the State Law requiring you to notify adjacent property owners of proposed "subdivision" development. Donald C. Hughes 9630 Hucknall Drive Fairhope, Al 36532 251 533-0042 Sent from my iPad Frank & Elvira Connell 20605 Lowry Drive Fairhope, AL 36532 October 21 , 2021 City of Fairhope Planning Commission Reference: Gayfer Village We have four issues with the proposed subdivision plat, in addition to the fact that the written notes on the plat provided are illegible due the size of the print. 1) There is a long standing problem of storm water retention in both the south east and south west corners of our development, White Grove. We had been told that once the former Klumpp property was annexed into the city that the problem of storm water runoff would be resolved. To date nothing has been by the city to resolve this long standing (over 20 years).We want to insure that problem will be resolved either prior to or concurrent with the Gayfer PUD development. 2) We request that the 8 to 10 foot fence separating the proposed development from our property be erected and subsequently maintained early in the development process in order to mitigate both the noise, dust and debris on our property created by the development. 3) The previous plat of 2 years ago, showed houses and condo buildings in the area immediately east of the White Grove housing area. Now that area is left blank on the latest plat. What are the future plans for that area as that is the area that most concerns those of us with homes immediately west of the eastern boundary the Klumpp PUD? Will we be notified prior to the future development of The Gayfer PUD? 4) We have a large live oak tree on the eastern edge of our property bordering the proposed Gayfer Village development. Several large limbs extend 10 to 15 feet into the proposed development. We are concerned that if that branches are cut off the balance of tree may fall onto our house. We request that a knowledgeable City representative from the Landscape Section of the Public Dept. come inspect the tree and the situation described. It should be noted of the extremely short notice to forward our concerns. Your letter is dated Oct 18 and was delivered by USPS about 1PM Oct 21, with a deadline for comments NLT noon Oct 22, hence we had less than 24 hours to respond. This is unfair to the City of Fairhope residents in the White Grove neighborhood. In closing, please inform us of the proposed start date of the development as well as when we can expect the storm water retention problem to be completed. Thank you, Frank & Elvira C ~~ 41~~", BIG C ANOERUNVERAND A B L V DSTATE HWY 181HOLLOWBR O O K AV CHARIOT AV STATE HWY 104 CATANIAAV MISSION TRC SAND BARLN COUNTRYWOODS DRCOUNTY RD 13FALLI N GWA TER BL V D City of FairhopePlanning Commission November 1, 2021 ¯STATE HWY 181STATE HWY 104 ZC 21.13 - Planter's Pointe Shopping Center Legend COF Corp. Limits PUD - Planned Unit Development R-1 - Low Density Single-Family COF Planning Jurisdiction ¯ ¯ ^ Project Name:Planter's Pointe Shopping CenterSite Data:21.24 acresProject Type:Zoning Change with Conditional Annexation Jurisdiction:Fairhope Planning JurisdictionZoning District:Unzoned to B-2PPIN Number:388078General Location:Northwest corner of State Highway 181 and State Highway 104Surveyor of Record: Engineer of Record:Thompson EngineeringOwner / Developer:Del CorteSchool District:Fairhope East Elementary School Fairhope Middle and High Schools Recommendation:Approved w/ ConditionsPrepared by: Hunter Simmons CITY OF FAIRHOPE P.O. Box 429 Fairhope, AL 36533 (251) 928-8003 ZONING APPLICATION Page 2 of 6 ZONING CHAGE APPLICATION Authority: The City of Fairhope is authorized under the Code of Alabama, 1975 to create, establish, and amend zoning districts throughout the corporate limits. Public Notice: All zoning change applications are required by State Law to give notice in both the newspaper and to all real property owners with 300 feet of the proposed change. The cost of this notice is paid by the applicant. All notice charges are paid at the time of application submission. Zoning change requests are a public hearing at both the Planning Commission and the City Council meetings. All interested persons will be given the opportunity to speak either pro or con for the proposal. Planning Commission: The Planning Commission will conduct the required public hearing and has three (3) options: 1) recommend approval to the City Council; 2) recommend denial to the City Council; or 3) table the request for further study. City Council: The City Council will conduct the required public hearing and consider the recommendation of the Planning Commission. The Council has four (4) options: 1) deny the request; 2) approve the request; 3) table the request for further study; or 4) return the request to the Planning Commission for re-consideration. The City Council has final authority in determining if a zoning change request is approved. Zoning Change Application Submission: The zoning change application must be complete. An application is not considered complete unless all required documents are provided at the time of submission. An incomplete application may not be accepted by staff. Deadlines: The City of Fairhope wishes to expedite the zoning change process in the best and most effective manner possible. To that end, it is important that deadline times and dates are adhered to by the applicant. Page 3 of 6 ZONING CHANGE FLOW CHART Consultation with Staff Zoning Change Application Submittal Staff Review of Submission Planning Commission Consideration Approval Disapproval City Council Consideration - Completed Application - Property Map - Map of adjacent properties with zoning - Names and addresses of property owners within 300 ft. Page 4 of 6 APPLICATION FOR ZONING DISTRICT CHANGE Property Owner / Leaseholder Information Name: ____________________________ Phone Number: ________________________ Street Address: _____________________________________________________________ City: __________________________ State: ________ Zip: _____________________ Applicant / Agent Information If different from above. Notarized letter from property owner is required if an agent is used for representation. Name: ____________________________ Phone Number: _______________________ Street Address: ____________________________________________________________ City: ________________________ State: ________ Zip: _____________________ Property Map Attached YES NO Metes and Bounds Description Attached YES NO Names and Address of all Real Property Owners within 300 Feet of Above Described Property Attached. YES NO Zoning Fee Calculation: Reference: Ordinance 1269 I certify that I am the property owner/leaseholder of the above described property and hereby submit this application to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this application. ___________________________________________ ___________________________________________ Property Owner/Leaseholder Printed Name Signature ___________________________________________ ___________________________________________ Date Fairhope Single Tax Corp. (If Applicable) Current Zoning of Property: _______________________________________________ Proposed Zoning/Use of the Property: _____________________________________ Property Address: _________________________________________________________ Parcel Number: ___________________________________________________________ Property Legal Description: ________________________________________________ Reason for Zoning Change: ________________________________________________ ____________________________________________________________________________ Character of Improvements to the Property and Approximate Construction Date: _____________ ____________________________________________________________________________________________ ____________________________________________________________________________________________ Page 5 of 6 ORDINANCE NO. 1054 AN ORDINANCE AMENDING ORDINANCE NO. 557 KNOWN AS THE ZONING ORDINANCE TO REQUIRE THAT PUBLIC NOTICE SIGNS BE POSED ON PROPERTY BEING CONSIDERED FOR A ZONING CHANGE WHEREAS, The City of Fairhope, Alabama has recognized that the planning process is open to public participation and input, and WHEREAS, The City of Fairhope , Alabama realizes that planning decisions that impact the city should be publically known, and WHEREAS, The City of Fairhope, Alabama desires to maximize public knowledge and input into the planning process, and WHEREAS, The City of Fairhope, Alabama is dedicated to serve the citizens of the community by keeping them informed about potential change, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FAIRHOPE ALABAMA, THAT: 1. The ordinance known as the Zoning Ordinance (No. 557) Section 8.61, amended by Ordinance 1025, is hereby amended to insert the following paragraph: The applicant is also required to post on the property being considered for a zoning change a sign that gives public notice. This sign shall be posted adjacent to a publicly dedicated street. The sign shall be furnished by the City at the time of application. The sign shall be no later than 15 days before the Planning Commission meeting and shall remain posted until after final action by the City Council. The applicant shall remove the sign from the property and return it to the City within 2 days of final action by the City Council. It is the sole responsibility of the applicant to post the sign in accordance with these regulations. Failure to post this sign may result in nullification of the zoning change decision and application. 2. Severability Clause If any section, subsection, sentence, clause, or phrase of this ordinance is for any reason held to be unconstitutional or otherwise invalid by a court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this ordinance. 3. Effective Date This ordinance shall be in full force upon its adoption and publication as provided by law. Adopted this the 10th day of May 1999. James P. Nix, Mayor Geniece W. Johnson, City Clerk Page 5 of 6 CERTIFICATION OF PROPERTY OWNER NOTIFICATION LIST As Required by the City of Fairhope Hearings on Zoning Change applications require notification to all property owners within 300 feet of the property under consideration for the change. This list must be the most current property owners’ records available from the Baldwin County Revenue Office. By signing below, I _________________________, (applicant) do hereby certify that the property owner list attached to this application was obtained from the Baldwin County Revenue Office and is a complete list of all real property owners/lessees within 300 feet of the parcel submitted for consideration by the Planning & Zoning Commission. _____________________________________ __________________________ Signature of Applicant or Authorized Agent Date of Application 1 ZC 21.13 Planter’s Point Zoning – November 1, 2021 Summary of Request: The applicant, Corte Cave/Mitchell 1, LLC, is requesting to conditionally annex the subject property into the City of Fairhope with a zoning designation of B-2, General Business District. The property is approximately 21.24 acres and is located the northwest corner of State Highway 181 and State Highway 104. Case SD 20.34, a Multiple Occupancy Project (MOP), for Planter’s Pointe Shopping Center, was approved in November 2020. The MOP included approval for 15 units on one lot as illustrated on the Site Plan below. The 15 units included a grocery store, which we now know is Publix, along with an additional 14 units of attached commercial. The site work and construction of the shopping center are currently underway. Comments: This month we also have a concurrent case, SD 21.48, which is a preliminary plat subdivision case to subdivide the subject property into 9 lots. The applicant requests to conditionally annex the nine lots created by Case SD 21.48 with an initial zoning of B-2, General Business District. The subject property currently lies within unzoned Baldwin County Zoning District 14. The annexation map included as an attachment was provided with the application for annexation and illustrates the area requested for annexation. • ~ j I I I } lij'-AIUO..--=-=-=-~-~-==-----=-----=-----==----- -----~-- PARKINGSLJMM.ARY ~~ ~I~ <;:-J'° •mu ~. 51:t I), : =:==-~.: 111'1l1.aJl!IIOl:S&Zr, ..... 2'2SF •1:<illl'fl' __ ..._.....,.,.. ----.. ... ~"°""'°'•(-%•""") -/tt<SIMLI!"~ .. ,......:..-,,., •• ....., ~ ~- ~=:::~::==========~:::=~:::=1 /'ir~u-~_._... , __ ,_.w_._c_.v=•~•-EA_,_"_''_'_'·_'_"c_._+----•LA_N_'_"_s_•_o_,"_" ___ -J ~ ,.~ r-lilOIIIL.t. ..,,_ SHO PPl"1G CENT£.R ..,_ m lhomp•.:: !_.. OVERALL SITE PLAN 2 ZC 21.13 Planter’s Point Zoning – November 1, 2021 The area shown above and labeled “Reserved for Right of Way” is requested to be accepted for maintenance by the City of Fairhope; approval for which must take place after Final Plat approval. All other roads, drives, common area, and parking shall be privately owned and maintained. Uses Other than Lot 1, the exact uses are unknown for remaining lots 2-9. The allowable uses for B-2 General Business District are provided in Table 3-1: Use Table of the Fairhope Zoning Ordinance. Table 3-1 is included as an attachment for convenience. Criteria – The application shall be reviewed based on the following criteria: (1) Compliance with the Comprehensive Plan; Response: The existing comprehensive plan, revised in 2016, acknowledged the intersection of Hwy 181/Hwy 104 would likely see significant development pressure and designated this intersection as a future Village. It should also be noted, the Comprehensive Plan acknowledges the character of this Village will be much different from Downtown. The MOP for the shopping center approved the layout and parking when the property was in unzoned Baldwin County District 14. Consequently, there were little design guidelines available outside of the MOP Process of the subdivision regulations. (2) Compliance with the standards, goals, and intent of this ordinance; Response: There are some minor conflicts with the zoning ordinance, such as more parking than allowed, but those differences were approved by a former Multiple Occupancy Project and are under construction. If annexation and zoning is approved, Staff will view those items as legal non-conformities. Planters’ Pointe meets the major items of the Zoning Ordinance, such as lot sizes and setbacks. (3) The character of the surrounding property, including any pending development activity; Response: Other similar development activities have been approved, and/or are planned, within the vicinity of the Hwy 181/Hwy 104 intersection. This area will likely development with more commercial and denser residential nearby. 235.7J 98.29 84.50 142 .19 36.11 77.20 :tion "□□"E >'OO"W )'OO"W l'OO'W l"OO"E )'OO'W MAINTENANC E OF COM~ON AREA WITHIN RIGHT OF WAY AR EA SHALL BE THE RESPON SIBIUN OF LOT l RESER\'f:D FOR RIGHT OF WAY 1.17 ACRES±(S0,730 SF±) N-06'53'06"-W 1 18.06' C LOT 1 8~ • "' 8 :-N O 0 I V1 s-. 5 3 ZC 21.13 Planter’s Point Zoning – November 1, 2021 (4)Adequacy of public infrastructure to support the proposed development; Response: Fairhope Water, Gas, and Sewer is utilized within this development. Fairhope utilities are workingwith the Developer to make infrastructure improvements that will service not only this development, butnearby and future developments as well. (5)Impacts on natural resources, including existing conditions and ongoing post-development conditions; Response: Existing development activities were reviewed pursuant to MOP requirements of the City ofFairhope Subdivision Regulations. Future developments activities shall meet all applicable rules andregulations of the City of Fairhope. (6)Compliance with other laws and regulations of the City; Response: All applicable laws of the City will be applied. (7)Compliance with other applicable laws and regulations of other jurisdictions; Response: Adjacent rights-of-ways are owned ALDOT; access to and within those ROW’s shall be reviewedand approved by ALDOT. Drainage within the ROW’s will also be reviewed and approved by ALDOT. (8)Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values; and, Response: Lands surrounding this site are owned by the applicant. A traffic study was provided with MOP and a revised TIS is provided with Case SD 21.48. Additional improvements are being constructed as required. ALDOT will review and approve the recommended requirements. (9)Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values. Response: Staff does not anticipate any significant issues relating to this criterion that were not addressed during reviews of the MOP and subdivision cases. Recommendation: Staff recommends APPROVAL for Case: ZC 21.13 rezoning to a PUD, Planned Unit Development with Conditional Annexation. Article III Section B Zoning Districts Allowed Uses FAIRHOPE ZONING ORDINANCE 19 Table 3-1: Use table Zoning District Uses Categories / Specific Uses R-A R-1(a,b,c) R-2 R-3 TH R-3 P/GH R-3 R-4 R-5 R-6 B-1 B-2 B-3a B-3b B-4 M-1 M-2 PUD VRM NVC CVC HTD Dwelling Uses in the PUD District shall be specified based on a development plan according to the standards and procedures of this ordinance Single-family ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ Two-family ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ Townhouse        ⚫ ⚫ ⚫ Patio Home   Multiple-family / Apartment  ⚫       Manufactured Home  Mixed-use ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ Accessory Dwelling          Estate ⚫ Civic Elementary School ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ Secondary School ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ Education Facility ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ Library ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ Place of Worship ⚫    Cemetery               Hospital          Public Open Space ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ Common Open Space ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ Community Center or Club                Public Utility                     Office General ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ Professional ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ Home Occupation                   Retail Grocery ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ Convenience Store         General Merchandise ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫  Shopping Center ⚫ Automobile Service Station       Outdoor Sales Limited       Outdoor Sales Lot    Garden Center        Service Convalescent or Nursing Home             ⚫ ⚫  Clinic               Outdoor Recreation Facility         ⚫       Day Care             ⚫ ⚫ ⚫ General Personal Services ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ Mortuary or Funeral Home        Automobile Repair ⚫ ⚫ ⚫   Indoor Recreation ⚫ ⚫  ⚫ ⚫ ⚫ ⚫ Dry Cleaner / Laundry ⚫      Personal Storage        Bed & Breakfast ⚫ ⚫  ⚫ ⚫ ⚫ Hotel / Motel  ⚫ ⚫ Boarding House or Dormitory ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ Recreational Vehicle Park     Restaurant  ⚫  ⚫  ⚫ ⚫ Bar ⚫  ⚫ ⚫ ⚫ Entertainment Venue ⚫     Marina      Kennel or Animal Hospital    Warehouse ⚫ ⚫ Junk Yard or Salvage Yard   Manufacturing Limited   ⚫ ⚫ ⚫ ⚫  Light ⚫ ⚫ General  ⚫ Food Processing  Rural Agriculture ⚫ Rural Market ⚫ Plant Nursery ⚫ ⚫ Permitted subject to general ordinance standards and conditions.  Permitted subject to special conditions listed in the ordinance  Permitted only on appeal and subject to special conditions Revised 06/2006 Backroom:Users:mray:Library:Mail:POP- info%herndon cc@p#87F59 net:INBOX mbox:FW Forms for the we mimeattach:Petition for annex doc STATE OF ALABAMA )( COUNTY OF BALDWIN )( We, the undersigned PETITIONER(S), owner(s) of the lands in fee simple described in the attached EXHIBIT A, such property being without the Corporate Limits of the City of Fairhope, Alabama, but being contiguous to the said Corporate Limits; and such property not lying within the corporate limits or police jurisdiction of any other municipality, do, by these presents, hereby petition the City of Fairhope, a municipal corporation, that said property be annexed into the City of Fairhope, Alabama. The subject land is delineated on the map attached hereto as EXHIBIT B. This petition is filed under authority of Section 11-42-21, Code of Alabama, 1975, as amended. This petition is for R-1 Zoning The condition of the Petition is that zoning be established as_________________ Concurrent with Annexation. (Zoning Request) Is this property colony property ______Yes ______No. If this property is colony property the Fairhope Single Tax Office must sign as a petitioner. ________________________________ ______________________________ Signature of Petitioner Print petitioner’s name ________________________________ ______________________________ Signature of Petitioner Print petitioner’s name ________________________________ ______________________________ Signature of Petitioner Print petitioner’s name Physical Address of property being annexed: ___________________________________ Petitioner’s Current Physical Address: Petitioner’s Current Mailing Address: _________________________________ ___________________________________ _________________________________ ___________________________________ Telephone Number(s): _____________________________________________________ Home Work County Tax Parcel Number: ________________________________________________ CITY OF FAIRHOPE P.O. DRAWER 429 FAIRHOPE, AL 36533 251/928-2136 PETITION FOR ANNEXATION X Revised 06/2006 Backroom:Users:mray:Library:Mail:POP- info%herndon cc@p#87F59 net:INBOX mbox:FW Forms for the we mimeattach:Petition for annex doc U.S JUSTICE DEPARTMENT INFORMATION Size of property (acres or square feet)__________________________________ If property is occupied, give number of housing units______________________ Number of Persons residing in each unit, and their race_____________________ If property is unoccupied, give proposed use_____________________________ If property is being developed as a subdivision, give subdivision name _________________________________________________________________ Number of lots within proposed subdivision ______________________________ I, _______________________________ a Notary Public in and for said State and County, hereby certify that ____________________________ whose name(s) is/are signed to the forgoing Petition and who is/are known to me, this day appeared before me and, being first duly sworn, acknowledge that he/she/they have voluntarily executed this Petition on this day same bears date. Given under my Hand and Seal this ______ day of ___________, 20_____, (Seal) _________________________________________ Notary Public My commission expires ____________________ I, _______________________________ a Notary Public in and for said State and County, hereby certify that ____________________________ whose name(s) is/are signed to the forgoing Petition and who is/are known to me, this day appeared before me and, being first duly sworn, acknowledge that he/she/they have voluntarily executed this Petition on this day same bears date. Given under my Hand and Seal this ______ day of ___________, 20_____, (Seal) _________________________________________ Notary Public My commission expires ____________________ I, _______________________________ a Notary Public in and for said State and County, hereby certify that ____________________________ whose name(s) is/are signed to the forgoing Petition and who is/are known to me, this day appeared before me and, being first duly sworn, acknowledge that he/she/they have voluntarily executed this Petition on this day same bears date. Given under my Hand and Seal this ______ day of ___________, 20_____, (Seal) _________________________________________ Notary Public My commission expires ____________________ STATE ROUTE 104 80' ROWSTATE ROUTE 181 ROW VARIES Feet 0 60 120 al ~-__ __ __ __ __ __ s-00·04•20·-E 863.27' I~_ 0 ----------------------------------__ [:_ K I I! "l CJ)CXl. (,J(,J .__, 1' :E ~ ~@ THIS DRAWING REPRESENTS DESIGNS PREPARED BY THOMPSON ENGINEERING FOR SPECIFIC USE ON THIS PROJECT AND IS NOT TO BE COPIED, REPRODUCED. OR ALTERED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE THOMPSON ENGINEERING REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. UNAUTHORIZED USE IS SUBJECT TO LEGAL ACTION UNDER STATE AND FEDERAL LAW. RE\'l SION NO !DESCRIPTION 0 ISSUED FOR ANNEXATION ~ en I co "' V: "' '" "' 1' "' ' J 1 1 ' J ' i: ~" en-.. -~ ?a • C -en o q II II 0"' --.J vJ O CO 1=~~ DATE I" 09/07 /21 • FEL 0 I 0 "' 0 II z I ;u 8~► •c;u '-' en o ...&~~! o-..J-...Jo :P.. 1=0:p,. 01_:: qq z I -~ 00 ui • "' 0 • "'0 . "' 1' :E ~,;g en en -l ~g~ ~-< 0 vJC • )> :"! "' "' "' "' :..r "'O ►-I 0 ill~ en I+- 0 I 0 "' 0 ~~ t ~ ?a .Jl:; l/) () Ni.!~ ~ UNU1-...J (JI <DO ..... @ ~ 1= 0:.... '>!.fTl q<0_ m "' X i2j z "' "' Cl i5 "' i CJ <;; AREA TO BE ANNEXED WITH B-2 ZONING ---------..___ en I (,J :... "' -.,.: -Ol= 200.00· S-00"15'38"-W "" ~ en I (,J "'oq u-,. i::o U1_ "'"' • "' 1' :E 'f' 0 -.Jq ~ ~ "' -·o 1' :E L.W. CAVE REAL ESTATE, MOBILE, AL INC. PLANTERS SHOPPING POINTE CENTER 2970 COTTAGE HILL RD., STE . MOBIL E, ALABAMA 36606 1" -60' 1:1 II th ?.!:';,P,,! o n BLC MGR TE L: (251) 666-24+3 FAX: (251) 666-6+22 FEL EXHIBIT B ANNEXATION MAP SEPTEMBER 7, 2021 TWIN BEECH RD HELEN APORTERLN BRACY LNPACKERLNMALONE RDSECTION STBELL RDHANKINS LNCEDAR LNDENTON LNCity of FairhopePlanning Commission November 1, 2021 ¯SECTION STZC 21.14 - Hill Top PUD Legend COF Corp. Limits TR - Tourist Resort COF Planning Jurisdiction ¯ ¯ ^ Project Name:Hill Top Subdivision Phase I and IISite Data:25.88 acresProject Type:Zoning Change with Conditional AnnexationJurisdiction:Fairhope Planning JurisdictionZoning District:Unzoned to PUD (Planned Unit Development)PPIN Number:PH1 on Slide 2746-C; PH2 is PPIN 40591General Location:West side of Section Street on Petiole Drive and north of Petiole DriveSurveyor of Record: Engineer of Record:Trey Junright, Jade EngineeringOwner / Developer:Hilltop Fairhope, LLCSchool District:Fairhope West Elementary School, Fairhope Middle and High Schools Recommendation:Approved w/ ConditionsPrepared by: Hunter Simmons Page 4 of6 APPLICATION FOR ZONING DISTRICT CHANGE Property Owner / Leaseholder Information Name: Hilltop Fairhope , LLC Phone Number: 251-209-5533 Street Address: 23389 Main Street City: Montrose State: AL Zip: ---=3=65=3=2'----- Applicant / Agent Information If di!Tcn·nt from al>ove. Notarized letter from property owner is required if nn ngt•nt is used for representation. Name: Same Phone Number: Street Address: City: __________ State: ___ Zip: Current Zoning of Property: Unzoned Baldwin County, District 17 Proposed Zoning/Use of the Property: _P_U_D _______________ _ Property Address: Hill Top Phase I & II Parcel Number: See list Property Legal Description: .... s~eoxe...,awttwaac,..h.,.e..,.d...,le'"4,g,...a.,_I _____________ _ Reason for Zoning Change: _..s""e ... e ..... l...,nt..,co ... d ... u ... c ..... tia ... o..,_fs ..... , .... ,ro ......... ro ... a.yry._ ___________ _ Property Map Attached Metes and Bounds Description Attached Names and Address of all Real Property Owners NO NO within 300 Feet of Above Described Property Attached. NO Character of Improvements to the Property and Approximate Construction Date: ____ _ Zoning Fee Calculation: Reference: Ordinance 1269 I certify that l am the property owner /leaseholder of the above described property and hereby submit this application to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this application. Property Owner/Leeeehelder Printed Name 9/J1(at NA Date Fairhope Single Tax Corp. (If Applicable) Page 5 of6 CERTIFICATION OF PROPERTY OWNER NOTIFICATION LIST As Required by the City of Fairhope Hearings on Zoning Change applications require notification to all property owners within 300 feet of the property under consideration for the change. This list must be the most current property owners' records available from the Baldwin County Revenue Office. By signing below, I Jason Tickle , (applicant) do hereby certify that the property owner list attached to this application was obtained from the Baldwin County Revenue Office and is a complete list of all real property owners/lessees within 300 feet of the parcel submitted for consideration by the Planning & Zoning Commission. 1 ZC 21.14 Hill Top PUD – November 1, 2021 Summary of Request: The applicant, Jason Tickle, on behalf of Hilltop Fairhope, LLC, is requesting to conditionally annex the subject property into the City of Fairhope with a zoning designation of Planned Unit Development (PUD). The property is approximately 25.88 acres and is located on the west side of Section Street on Petiole Drive. Hill Top Subdivision - Phases One and Two were previously approved by the City of Fairhope Planning Commission. This request is to annex the existing subdivisions into the corporate limits of Fairhope, as is, without substantial change. Lots 1-28 & 30-37 are single-family residential lots similar to Fairhope’s R-1 zoning district. Specific differences were provided by Trey Jinright, with Jade Engineering, within the chart below. Lot dimensions are illustrated on the Site Plan above. MIN. LOT AREA/ALLOWED UPA MI N. LOT WIDTH MI N. FRONT SETBACK MI N. REAR SETBACK MI N. SI DE SETBACK MIN . STREET SID E SETBACK MAX. TOTA L LOT COVERAGE BY ALL STRUCTURES MAX . BUI LDING HEIGHT --~--- ..,,.. ..... UUT(41 120 GR.NIHICSCAI...E (IN FEET) l inch= 120ft. 15,000 S.F. I - 100' 40 ' 35 ' 10' 20 ' 40% 30' 120 jlADE JINRIGHT•ASOOCIAIBSDEVELOPMENTENGINEERS C :l'Ql;C.....,L:a,l~~SIILC f.&pt.Alaba::al6»2 l'.O.!b:11129 ~Allba:lllo6lll CONSULTINO Ai-:Qm~·:..(l'l)9U-l66l 3AC - - - - - - - -.."'H-"'UO -• (aaU".-U>,i. --- SlNGl.£-FAMil Y RfSI DENTIAl DEVROPMENT S. SECTION STREET FAIRHOPE. Al 25 .88 AC/ 1.43 LPA (15,000 S.F. MIN LOT) 100' 30' 30' 10' 20' 48% 30' 2 ZC 21.14 Hill Top PUD – November 1, 2021 Lot 29, illustrated below, is located adjacent to S Section St. The requested use for Lot 29 is mixed, with specific details described in the language below included within the Master Development Plan for this proposed PUD. The narrative for Hill Top PUD, as provided by the applicant, is provided in full as an attachment. Lot 29 Summ ary Lot 29 w ill have its ow n access fro m South Sectio n Street. Developer proposes a unique op portunity to crea te w ith in a sim ila r footprint , and in acco rdance w ith the Hillto p Bui lding St and ards , a Co mmu nity House . Designed to foste r connections and serve as common grou nd for the surroun din g ne ig hborhoods. Allowed uses w ith in the Commun ity House w ou ld include a cafe (potentia lly offeri ng coffee , bakery goods, beer· and w ine, and limi ted food items), bed and breakfast suits , fitness , yoga , arts , crafts , smal l gal lery , o r professio nal office space. T his develop ment strategy allows the opportunity to create community green spa ce and ou tdoor dining possibilit ies. In design of the Lot 29 stru ctures w ith t he topography and shape of the lo t , the second floor may be below the main f loor . The st ructu res on Lot 29 shall have a maximum structure he ig ht of tw o stories . Residen t ia l uses w ill be rest ricted to a bove o r below the main floor Main floo r s hal l be designated as t he f loor at st reet le vel. Structu res shall have a maxim um build ing foo t print of 3 ,600 sq uare feet or a tota l 5 ,600 sq ua re feet (both floors ) Cafe and market uses shall prov ide for no mo re t ha n 65 % of the total density. No othe r use s hall provide for mo re than 50% of t he tota l density . Landscaping fo r Lot 29 sha ll mee t the design req u irements of the City of Fairhope based off the dete rmined use . Add itional pla nting buffe rs will be install ed a lo ng adj acent property li nes as buffers to prese rve priv acy . In t he event t hat this deve lopment st rategy is determ ined not to be feasi ble Lo t 29 would revert to t h e same designation as the re main ing lots. 3 ZC 21.14 Hill Top PUD – November 1, 2021 Comments: Both subdivisions were built outside Fairhope corporate limits, the rights-of-ways either were, or were planned, to be dedicated to Baldwin County for maintenance. Once annexed into the City of Fairhope, the applicant shall work with both Fairhope and Baldwin County to coordinate execution of acceptance of the rights-of-ways by Fairhope when timely and appropriate. Criteria – The application shall be reviewed based on the following criteria: (1) Compliance with the Comprehensive Plan; Response: At 1.43 Lots/Acre, the density does not conflict with the City’s Comprehensive Plan. The “Community House” idea on Lot 29 aligns with, in a broad sense, a ‘Village Concept’ which is a guiding principle of the current Comprehensive Plan. (2) Compliance with the standards, goals, and intent of this ordinance; Response: Staff does not find conflict. (3) The character of the surrounding property, including any pending development activity; Response: The character of the development, may be best exemplified by preservation of mature trees, is not in conflict with the character of the surrounding property. (4) Adequacy of public infrastructure to support the proposed development; Response: Infrastructure was reviewed and approved during the preliminary and final plats of the subdivision cases and met the standards of the appropriate agencies at the time of review. (5) Impacts on natural resources, including existing conditions and ongoing post-development conditions; Response: Infrastructure and development was designed with a sensitivity to natural resources. (6) Compliance with other laws and regulations of the City; Response: There is no development proposed at this time. At the time of any redevelopment, all applicable laws of the City will be applied. (7) Compliance with other applicable laws and regulations of other jurisdictions; Response: Most development activities are installed. Additional activities shall meet, all applicable laws will be applied. (8) Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values; and, Response: Staff does not anticipate any significant issues relating to this criterion. (9) Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values. Response: Staff does not anticipate any significant issues relating to this criterion. Although originally approved and built as an un-zoned subdivision, Staff feels Hill Top represents a correct use of our Planned Unit Development Zoning District and recommends approval. 4 ZC 21.14 Hill Top PUD – November 1, 2021 Recommendation: Staff recommends APPROVAL for Case: ZC 21.14 rezoning to a PUD, Planned Unit Development with Conditional Annexation. Application For: Petition to Annexation and PUD Rezoning Request For Hill Top Phase I & II A Planned Unit Development September 24, 2021 Applicant: Hilltop Fairhope, LLC 23389 Main Street Montrose, AL 36532 Prepared by: 208 Greeno Road North, Suite C Post Office Box 1929 Fairhope, Alabama 36533 Telephone: 251-928-3443 ● Fax: 251-928.3665 ·DEVELOPMENT ENG I NEERS• PUD Request Hill Top Phase I & II Page 1 9/24/2021 Table of Contents Table of Contents .......................................................................................................................................... 1 List of Appendices ......................................................................................................................................... 1 Project Team and Contact Information ......................................................................................................... 2 Tax Parcel ID ................................................................................................................................................ 3 Introduction/Summary ................................................................................................................................... 3 Lot 29 Summary ............................................................................................................................................ 3 Existing Conditions and Property Background.............................................................................................. 4 List of Appendices Appendix A Petition for Annexation & Zoning Application 1. Petition for Annexation Application 2. Zoning Application 3. Property Legal Description 4. Articles of Incorporation Appendix B Warranty Deeds for sold homes & Owner Authorizations 1. Lots 6,7, 8, 9, 10, 11, 12, 13, 14, 17, 18, 19 & 20 Appendix C Certification of Property Owners 1. List of Property Owner Withing 300’ 2. Map 3. 5160 Labels Appendix D 11 x 17: 1. Recorded Hill Top PH 1 Plat 2. Preliminary Plat Hill Top PH 2 3. Vicinity Map & Underlying Zoning 4. Conceptual Site Plan 5. Conceptual Site Plan w/out Contours 6. Conceptual Greenspace Plan PUD Request Hill Top Phase I & II Page 2 9/24/2021 Project Team and Contact Information Developer/Owner: Hilltop Fairhope, LLC 23389 Main Street Montrose, Alabama 36532 251-209-5533 M. Jason Tickle pointclearfarm@gmail.com Civil Engineer: JADE Consulting, LLC 208 N. Greeno Rd., Ste. C Fairhope, AL 36532 (251) 928-3443 Perry C. “Trey” Jinright III, P.E., LEED AP Lee Rambo, Designer tjinright@jadengineers.com lrambo@jadengineers.com Sherry Ruth, Project Coordinator sruth@jadengineers.com Surveyor: Wattier Surveying, Inc. 4321 Downtowner Loop North, Suite 201 Mobile, AL 36609 (251) 342-2640 Mark A. Wattier, PLS wattiermark@gmail.com Landscape Architect. WAS Design, Inc. 218 N. Alston St. Foley, Alabama 36535 (251) 948-7181 Van Webb vwebb@was-design.com (a~Q~ ~1:_\'attier I C-GII Surveying -•••••• ~~~QA {~~~ DES IGN landsc.ipc arc hitects PUD Request Hill Top Phase I & II Page 3 9/24/2021 Tax Parcel ID 05-46-09-30-0-000-038.000(PH2) 05-46-09-30-0-000-040.001 05-46-09-30-0-000-040.002 05-46-09-30-0-000-040.003 05-46-09-30-0-000-040.004 05-46-09-30-0-000-040.005 05-46-09-30-0-000-040.006 05-46-09-30-0-000-040.007 05-46-09-30-0-000-040.008 05-46-09-30-0-000-040.009 05-46-09-30-0-000-040.010 05-46-09-30-0-000-040.011 05-46-09-30-0-000-040.012 05-46-09-30-0-000-040.013 05-46-09-30-0-000-040.014 05-46-09-30-0-000-040.015 05-46-09-30-0-000-040.016 05-46-09-30-0-000-040.017 05-46-09-30-0-000-040.018 05-46-09-30-0-000-040.019 05-46-09-30-0-000-040.020 05-46-09-30-0-000-040.021 05-46-09-30-0-000-040.022 05-46-09-30-0-000-040.023 05-46-09-30-0-000-040.024 05-46-09-30-0-000-040.025 05-46-09-30-0-000-040.026 05-46-09-30-0-000-040.027 05-46-09-30-0-000-040.028 05-46-09-30-0-000-040.029 05-46-09-30-0-000-040.030 05-46-09-30-0-000-040.031 05-46-09-30-0-000-040.032 05-46-09-30-0-000-040.033 05-46-09-30-0-000-040.034 Introduction/Summary This narrative is provided in support of the Hill Top Phase I & II PUD, a 36 each single-family lot and mixed use Lot 29 along with associated open space on 25.88 acres, pursuant to the City of Fairhope Land Use Ordinance. In support of this development, all of the following approvals are being sought. The property for the proposed development is currently an unzoned property within Baldwin County, District 17. The developer is applying for a zoning change to PUD and annexation into the city that will allow for this 36 lot single-family and mixed use lot 29 master planned development with a gross density of 1.43 lots per acre The parcel is located along the west side of South Section Street, with main entrance located 0.20 miles south of the Twin Beech Road and South Section Street intersection. Both the Hill Top PH 1 and Hill Top PH 2 subdivision designs were previously approved by the City of Fairhope Planning Commission, with Hill Top PH 1 having final plat recorded in October 2020. The property was developed to comply with the City’s subdivision regulations that require a minimum lot size of 15,000 SF and a minimum lot width of 100 feet. Copies of the recorded PH 1 plat and approved PH 2 preliminary plat are enclosed in Appendix C. Lot 29 Summary Lot 29 will have its own access from South Section Street. Developer proposes a unique opportunity to create within a similar footprint, and in accordance with the Hilltop Building Standards, a Community House. Designed to foster connections and serve as common ground for the surrounding neighborhoods. Allowed uses within the Community House would include a café (potentially offering coffee, bakery goods, beer and wine, and limited food items), bed and breakfast suits, fitness, yoga, arts, crafts, small gallery, or professional office space. This development strategy allows the opportunity to create community green space and outdoor dining possibilities. In design of the Lot 29 structures with the topography and shape of the lot, the second floor may be below the main floor. The structures on Lot 29 shall have a maximum str ucture height of two stories. Residential uses will be restricted to above or below the main floor. Main floor shall be designated as the floor at street level. Structures shall have a maximum building footprint of 3,600 square feet or a total 5,600 PUD Request Hill Top Phase I & II Page 4 9/24/2021 square feet (both floors). Café and market uses shall provide for no more than 65% of the total density. No other use shall provide for more than 50% of the total density. Landscaping for Lot 29 shall meet the design requirements of the City of Fairhope based o ff the determined use. Additional planting buffers will be installed along adjacent property lines as buffers to preserve privacy. In the event that this development strategy is determined not to be feasible Lot 29 would revert to the same designation as the remaining lots. Existing Conditions and Property Background The property requested for annexation and rezoning is mainly closed canopy pine woodlands prior to the subdivision development. There are drainage ditches which cross under South Section Street and flows across the SE corner of the property. Past aerial imagery shows that this property has been undeveloped wooded area since before 1997. PUD Request Hill Top Phase I & II 9/24/2021 Appendix A Petition for Annexation & Zoning Application 1. Petition for Annexation Application 2. Zoning Application 3. Property Legal Description 4. Articles of Incorporation LEGAL DESCRIPTION HILL TOP SUBDIVISION PHASE ONE AND PHASE TWO PERIMETER SEPTEMBER 9, 2021 COMMENCING AT THE NORTHEAST CORNER OF SECTION 30, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA; THENCE RUN SOUTH 00°-04'-39" WEST ALONG THE EAST LINE OF SAID SECTION 30 A DISTANCE OF 979.00 FEET; THENCE RUN SOUTH 89°-54'-50" WEST A DISTANCE OF 40.00 FEET TO A 1/2" REBAR ON THE WEST RIGHT-OF-WAY LINE OF SECTION STREET (AKA COUNTY HIGHWAY NO. 3)(80' R/W), SAID POINT BEING THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL; THENCE RUN SOUTH 89°-54'-50" WEST A DISTANCE OF 621.70 FEET TO A CAPPED REBAR (CA0092LS); THENCE RUN NORTH 00°-02'-30" EAST A DISTANCE OF 328.94 FEET TO A CAPPED REBAR (FAIRHOPE); THENCE RUN SOUTH 89°-19'-16" WEST A DISTANCE OF 457.81 FEET TO A CAPPED REBAR (HMR); THENCE RUN SOUTH 00°-16'- 30" WEST A DISTANCE OF 457.43 FEET TO A CAPPED REBAR (MOORE); THENCE RUN SOUTH 89°- 53'-32" WEST A DISTANCE OF 201.05 FEET TO A CAPPED REBAR (WATTIER) ON THE WEST LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 30; THENCE RUN SOUTH 00°-16'-36" WEST ALONG SAID WEST LINE A DISTANCE OF 645.05 FEET TO A CRIMP TOP PIPE; THENCE RUN SOUTH 89°-41'-54" EAST A DISTANCE OF 1,284.76 FEET TO A CAPPED REBAR (KOUNTZ) ON THE WEST RIGHT-OF-WAY LINE OF SAID SECTION STREET; THENCE RUN NORTH 00°-03'-43" EAST ALONG SAID WEST RIGHT-OF-WAY LINE A DISTANCE OF 787.02 FEET TO THE POINT OF BEGINNING. THE DESCRIBED PARCEL CONTAINS 25.88 ACRES, MORE OR LESS. COMMONAREA #6xxxxxxxxxxxxxxxxxxxxxS89°54'50"W 40.00'Cxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x xxxxxxxoooooooooooooooox x xxxxxS00°04'39"W 2,643.37' (A) S00°01'10"E 2,643.47' (R)#7#10#16#10#13#14#12#15#17#18#9#19#20#22#6#23#5#4#25#4#3#3#2#27#28#8#1#29#26#24#11S00°04'39"W 58.96' PP PP PP PPPP PP PP PP COMMONAREA#52120192892223242526 271412101113COMMONAREA #41516 1718C O M M O N / D E T E N T I O N AR E A # 3 COMMON AREA #1321COMMON AREA #2295 0 ' B U F F E R 50' B U F F E R50' BUFFER50' B U F F E R EXIST. NW WET PONDNORMAL POOLELEV. 96.50100 YR HWELEV. 99.55NE DR Y POND 1 0 0 Y R HW E L EV . 9 1 . 3 3 SE D R Y P O N D TO P O F B E R M EL E V . 8 5 . 2 5 10 0 Y R H W EL E V . 8 4 . 1 4 PETIOLE DRIVE50' R.O.W.PETIOLE DRIVER . O .W . V A R I E S56874 100' HIGHWAY CONSTRUCTION SETBACK WEST 622.0' (R)WEST 40.0' (R)919293 94 90 90 9 0 90 85 85 80 80 80 85 87 878585818 0 9 5 10 0 1051071 0 5106 107100 9 0 85 95 95 100 90 85 80 787580 85 90 95 100 7 610210310097100 103103103 104103 104104 100104100104103 10310092100105 939295908791 8485 82 909697 98991001011021031041051061071081091071069598101102103104104 1 0 3 1 0 2 1019998 106105104107108109CALYX CIRCLE40' R.O.W.50' R.O.W.3031323334353637COMMONAREA #7COMMONAREA #8CA #9CA #10( IN FEET )01 inch = ft.GRAPHIC SCALE120120120DATE: 9/24/2021 208 Greeno Road N., Ste. C Fairhope, Alabama 36532P.O. Box 1929 Fairhope, Alabama 36533Phone: (251) 928-3443 Fax: (251) 928-3665jadengineers.comJINRIGHT & ASSOCIATES DEVELOPMENT ENGINEERSPUD SITE PLANHILL TOP SUBDIVISION±25.88 ACSINGLE-FAMILY RESIDENTIAL DEVELOPMENTS. SECTION STREETFAIRHOPE, ALZONING DIMENSIONS TABLELOT/STRUCTURE REQUIREMENTS R-1 REQUIREMENTS PUD REQUIREMENTSPROPOSED PUD LOTS1-28 & 30-37PROPOSED PUD LOT 29MIN. LOT AREA/ALLOWED UPA15,000 S.F. / -3 AC25.88 AC / 1.43 LPA(15,000 S.F. MIN LOT)49,258 SF(RECORDED LOT SIZE)MIN. LOT WIDTH100'-100'100'MIN. FRONT SETBACK40'-30'100' FROM SECTIONSTREET CENTERLINEMIN. REAR SETBACK35'-30'30'MIN. SIDE SETBACK10'-10'10'MIN. STREET SIDE SETBACK20'-20'20'MAX. TOTAL LOT COVERAGE BY ALL STRUCTURES 40%-48%3,600 SFMAX. BUILDING HEIGHT30'-30'2 STORIES (A)SITE DATA TABLESTATE OF ALABAMACOUNTY OF BALDWINTAX PARCEL IDS:05-46-09-30-0-000-038.00005-46-09-30-0-000-040.00105-46-09-30-0-000-040.00205-46-09-30-0-000-040.00305-46-09-30-0-000-040.00405-46-09-30-0-000-040.00505-46-09-30-0-000-040.00605-46-09-30-0-000-040.00705-46-09-30-0-000-040.00805-46-09-30-0-000-040.00905-46-09-30-0-000-040.01005-46-09-30-0-000-040.01105-46-09-30-0-000-040.01205-46-09-30-0-000-040.01305-46-09-30-0-000-040.01405-46-09-30-0-000-040.01505-46-09-30-0-000-040.01605-46-09-30-0-000-040.01705-46-09-30-0-000-040.01805-46-09-30-0-000-040.01905-46-09-30-0-000-040.02005-46-09-30-0-000-040.02105-46-09-30-0-000-040.02205-46-09-30-0-000-040.02305-46-09-30-0-000-040.02405-46-09-30-0-000-040.02505-46-09-30-0-000-040.02605-46-09-30-0-000-040.02705-46-09-30-0-000-040.02805-46-09-30-0-000-040.02905-46-09-30-0-000-040.03005-46-09-30-0-000-040.03105-46-09-30-0-000-040.03205-46-09-30-0-000-040.03305-46-09-30-0-000-040.034EXISTING ZONING:UNZONED BALDWIN COUNTY, DISTRICT 17PROPOSED ZONING:HILL TOP PUD (CITY OF FAIRHOPE)TOTAL TRACT ACREAGE:25.88 ACRESTOTAL PUD ACREAGE:25.88 ACRESLOT DATA:PROPOSED LOTS:37 LOTSPROPOSED NET DENSITY:1.43 LOTS/ACSMALLEST RES. LOT SIZE:15,000 SFSTREET DATA:R.O.W. WIDTH:50' MINROADWAY WIDTH:18' MINSIDEWALK WIDTH:5'BUILDING SETBACKS:FRONT:30'SIDE:10'SIDE (CORNER LOT):20'REAR:30'COMMON AREAS:TOTAL COMMON AREA:5.76 ACGREEN SPACE:4.28 ACSTORMWATERMANAGEMENT AREA:1.48 AC1. LOTS 1-28 AND 30-37 SHALL BE RESTRICTED TO SINGLE-FAMILYRESIDENTIAL USES AND ARE SUBJECT TO THE COVENANTS ANDRESTRICTIONS OF HILL TOP HOA.2. SEE LOT 29 SUMMARY IN THE REZONING NARRATIVE FOR ALLOWABLEUSES.CR0(3) BONNER, BOBBIE J. C/0 CROWN CASTLE INC. 4017 WASHINGTON ROAD McWRRAY, PA 15317 UNZONED [E= _ _J~, ,1-71 S89"58'46"W 621.97' (A) JENKINS, SHEUL Y ET\JX DELANEY EULEN DALE 39B S INGLESIDE ST FAIRHOPE, AL 36532 UNZONED ~ ~,_~-----------+-------+------+-------+--------i JENKINS, PERCYHENRYETIJXC/GWYNONN 1------------+------1--------+-------f---------< 18865 SECTION ST TEACHERS RETIREMENT SYSTEM OF ALABAMA C/0 DR DAVID G BRONNER 201 S UNION ST MONTGOMERY, AL 36104 ZONED: COF -TOURIST RESORT FAIRHOPE, AL 36532 UNZONED NOTES COMMONAREA #6xxxxxxxxxxxxx x x x xxxxxS89°54'50"W 40.00'C x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxx xxxxxxooooooooooooooooxxxxxxxS00°04'39"W 2,643.37' (A)S00°01'10"E 2,643.47' (R)#7 #10 #16 #10 #13 #14 #12 #15 #17 #18 #9 #19 #20 #22 #6 #23#5 #4 #25 #4 #3 #3 #2 #27 #28 #8 #1 #29 #26 #24 #11 S00°04'39"W58.96'PPPPPPPPPPPPPPPPCOMMON AREA #5 212019 28 9 22232425 26 27 14 12 10 11 13 COMMON AREA #4 15 16 17 18 COMMON/DETENTIONAREA #3COMMON AREA #1 3 2 1 COMMON AREA #2 29 50' BU F F E R 50' BUFFER50' BUFFER50' BUFFERPETIOLE DRIVE 50' R.O.W.PETIOLE DRIVER.O.W. V A R I E S 5 687 4 WEST 622.0' (R) WEST 40.0' (R)CALYX CIRCLE40' R.O.W.50' R.O.W.30 31 32 3334 35 36 37 COMMON AREA #7 COMMON AREA #8 CA #9 CA #10 ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 120120 120 DATE: 9/24/2021208 Greeno Road N., Ste. C Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 jadengineers.com JINRIGHT & ASSOCIATES DEVELOPMENT ENGINEERS PUD GREEN SPACE HILL TOP SUBDIVISION ±25.88 AC SINGLE-FAMILY RESIDENTIAL DEVELOPMENT S. SECTION STREET FAIRHOPE, AL GREENSPACE TABLE TOTAL TRACT SIZE:25.88 AC TOTAL R.O.W. AREA:8.15 AC TOTAL LOT/CA AREA:17.73 AC TOTAL PROPOSED UNITS:37 LOTS GREENSPACE NET DENSITY:1.72 UNITS / AC GREENSPACE STANDARDS (COF SUBDIVISION REGULATIONS ARTICLE V, SECTION C): REQUIRED:PROVIDED: SINGLE-FAMILY RESIDENTIAL USE LESS THAN 2 UNITS / AC:10% (1.77 AC) 24% (4.28 AC) LEGEND GREEN SPACE AREA WITH STORMWATER INFRASTRUCTURE (1.48 ACRES) GREEN SPACE AREA (4.28 ACRES) I I I I I °!'!CF', .... 0 "' " N ~n 8 "' (11 CI I -----i L I I I ( -l .~-1 I I I _I S89"58' 4 6 "W 621.97' (A) ©8DE LILTING -------J I JENKINS PERCY HENRY ETUX - - - F~~~~O~~CALTION STOGWYNONN I\' I \ \ JENKINS, SHELLY ETUX DELAN ~!~~~~L:IDE ~ ELL.EN DALE UNZ6NEg6532 • /c x y A' ' /""' ' I I ------L.....,,,J -- / c,; _x /~ ,/ " • ' ,,, ' ' ---S89"41'54 ,-,E-~-~ 1,284.76'- TEACHERS RETIREMENT SYSTE C/0 DR DAVID G BR M OF ALABAMA MO~~~t~:'N S~NNER • 36532 UNZONED I I / POINT OF BEGINNING II, I 1 I CJ I ........ ---:;::;-:.--=-3c:. , .,.. Cll 45.81' t cp' / / I /~ f /: E.AS {.1 I 25 I I I i I;' : i&--------------t- 1; SIDEWALK EASEMENT DETAIL -LO T 25 SHEET 1 OF 2 (ff) (A) CA#T F"FE ""10) ~ ""'ll) aof(•l Cllf'(5) - LEGEND ADXIAD lltAAflO Cit Olst,..'U ACl1JAL ~Ci 0fi DISfi.Ht:E __ 411£1,,, Mil<,_ J'lNl!h!l) FI.OOR El.EVA~OIJ (••\Olli) --•-(l(cuM c,;,m)JIOMtaJl,,D(-i CIJ'f'fl>RtllAllrOUHOO,OO,) c,,Pf'tt) ~ rOIJ"I! (CA 1JO!j114) CAPPC> "'9NI l'OJICl (wl\Tll<lll """"""'--·~--CQ,PJQP~rGl,,IND 4" O\~Ml1U taNCllETC MCl!<WDH SC! SUW!I(; STB,QII I.JI«'. "1lm't<-.w;~, IOOEWU ~ NOlES: l . fell 11<r lOCAllON Of' AU. UTIU TIES. SEE COl<STI'!IJOTION Pl.»IS. 2. ~ PROPCRTY Oltt!ERS ASSOC1A TIOM (POAJ IS f!EOUIRfD TO BE ~l,IED. 1\IE POA IS REOWl£1> TO l.la\lNT~ ANO AU. STORM WA '!ER f AC>UllES NlO STll\lCTURES LOC,l-rEI> OUTSIDE <I' lHE PU!IUCLY ACCEPTtl) Rlt,!T-Of",WAY. 3. STOR1,1 WA1£f{ DETENTION AREAS ARE NOT ll1E RESl'ONSIB\UTY or B~\',1N COIJNTY OR ™' CITY OF' F'~t~ttOPE ;o W•,INTAIN 4, '!H£RE IS "'-DEDICATED ORAJN4Gt. UTILITY, A~D lo!AINTEN~CE EASD.IDIT OVER ill£. ENllRETY OF COMI.ION AREAS I, 2, 3, ~. ~ AHO 6. 5. LOT ai iU. REOl.ffiE ITS O WATER DftlJNACX SYS!tll. 6 . CAPf'ED REBARS (WA TTIER) HA VE BUN SET AT AU calNERS UNLESS OTHER'MSt NOTED , 7. Tl1E HOMEOv.N£R'S ASSOOA TION '1111.L BE RESPOIIS18LE FOR THE MAlNTtN ~!ICE, If APPIJC/\81..f, AND Erlllf!CY COSTS OF' 111E SlRfET UCNTS, a. XR A!ITICU: V, SEC'TION r (I;' 'THE FAlRHoPE S'\JBOIVISION RECOI.AllCNS, A 50' S1l!E"'-II ~ IS RE !I) ALONG 11-1£ EPHfMO!A!. Slllf>M BAN'<. 9 PON,.,.OI IWfFER SlGl+S SH...i.&. liE PLACEO AT 100' IN!El~Al.S ALONG !HE OU1SIOE L rr Of * STREAM ~ eour.oARIES. IO. !HE FlJTVRE OEYELOf'EA Of LOT 29 SHALL INSl All WATER SER...,CE rOR SAID LOT. I I. All. 0111.t\llAY CIJLI/ERT PIPE S/1 BE MINII.ILIM 22" 1Y RO.P \\IT!i COHCRE1f SLOP£ PAV'l!D HE.AOW~ LS. I EN TRANCE DETAI L SCAl.t 1•~40• UNE BEARING DISTANCE L1 '989'5460 W J8S4 L2 N89'!54"!>Ul.: !l!i,77 L3 N00'03'43"E: 9 .00' ,-..il_ 1!•3"E 22,IIO' ~ ,-4y[: :zJ.157 ......!:L 43 r i .u ~ !iO"E 37.53 LS 50 W •3.30 L9 Nl!4'44-24-~E 23.19 LIO soro1~ w 83&Y L11 SS9-SS'otrt 20.66. t12 S6•·•2'11-w 89.09 lll S4lr1712-"W 1200 Ll• S40'17 12"11 J7.~ L1!1 S•t·42'4S E 3.411 ue N-,712•r :M5 L17 sso,r12 w 41.0~· LIB ~~ 112•w 81.64 U9 S4017"12"W l!!6.78 L20 N07'0T!IO"E 18.t:l' l.2I Jl~WOO'T 43.24 L22 N17'50 22;"E 140.116 l23 N89'54 50"E. J8.79 L2• Nl510 24"E 9&59 L2~ "·17"!\1 ,4'2'"£ 'Ac,• l26 S4'1'5808"£. 7.59 L27 Sl212'51 W .!9.5J l28 ~7•4709 £ 17.63 L29 SOO"(MH-W 76.1,5 !.lO s•~11••rw 21.21 Ul SOO'O'\:H"W 76.24 L32 ~ s ,,•55•!::1 111,!IO ~ 112.36· ~ 50"W 43 .!2 ~ JB·• «.2 1.36 :5450, 39 .W t.37 Nt•·•2·11.; . e~ . .llf l3a H25"l7 49-W -,,,~ Ll9 N00'0343"E 2'.00 l40 NOCTOJ 43"E 23.00 l4\ -.;l'!.11·17 •12"W •1.05 LU S30'17 12-w 5184 L4-l S40'1Tl2'W 171.00 Li-1 N8~58-08"W J07.62 L45 IIOO'OI 52"E 100.00 L11i 585"51!'08"£ 432.79. L47 Sn"09'38"E •a .cs¥ L4B N49'4?.'48"W 37,19 U9 se9•51 so-w Jll.79 L5CI SIT!lll 22-W 67.90 1.51 SlTSO 22-W 72.95 1.52 535·0000"11 •J.2•· AR EA DATA LOT 2 LDT> LOT• lGT I.OT 6 LOP LOT I LOT I lOT 10 ~rn LOT 13 LCT I ♦ LOT It I.OT" LOT 11 1,,ot ,. LOT II lOl ~ 1-,0l 21 LOl 11 LOT 23 LOT 2' IJIJ~ tDl :II Ulf 27 U>T 111 U>l 21 I .._.. (:,,1,. J C.A.4 C.A, !I .,_._ 6 ,... CtJR'JE OEUA ANGLE RAlllUS C'I :i.s,2•,o· 120 .00 C2 13'3419" ~.oo C3 10-:.0·....-400.00 C♦ 1W2T 12$.00 C5 36'5T!5,1. 125.00 C8 31,244 125.00 C7 36"57 M" 12500 ce 21·49•22· 12!,00 C9 1&'08 32" 1~,0ff ClO 36'57 ~w 12.5.00 Cl1 3~34• 125.00' Cl? 12,1.,., 25.00 Cl::f ,W<B'3i" ~oo· Cl,,!-4015 54,• 50.00 C15 40·00·00 1l0,00 C16 40'00 00 98.00 Cl/ 2)·1u 26 137,00 C18 :1752 06 lll ,00 Cl9 J.4718·21 :.,, C20 IOT48_3(t 2500 C21 7211 .xi 7~00 C22 90'00 00 7!5.00 C23 llO'OO oo• 75 .00 C24 go•oo uv 'Z0.00 = 20'00 00" 86.00 C25 :io-oo oo· 94.00 C27 IOllO O(f' 11e.00' C28 l4630"39"' 1.00 C29 27'52 10" 86.00 CJO 17-09 :ia· 114.00 C31 n-o , 2w 71 .00 C32 40'22 21· 46.00' ClJ UW19 49.00 CJ4 &a'58 oo· H .00 C35 1e,1••2 49,00' CJ6 90'0000 25.00 = 90'00 00" 25.00 C3B 11'46 26 125.00 C'IO 55'18 13" 100.00 ~· 2&'12 -40" 120.00 C42 24·2• 59" 1&1.00 C43 20'00 DO" 100.00 Cl-4 lO'oo oo· llD.00 C45 l0'0000" 13000 C46 l0'10 59• 180.00 C ♦-7 39'33 42" HI0.00 C4S 90'00'00" 100.00 049 sO'oo oo· ,,.,, ... C50 IT48 JO" 100.00 C<;l 40'22 21· 60.011 CS2 7T04 Zll 85.W C5.l IT09e><! 100 CO cs• 2T52 10 100,IIO' CUlaAiTJlDflOJIO VICINITY MAP SLIDE 00027-46-C • !l CURVE DATA AAC 1.ENGTM CHORD BE••••C CliO~O LOIGil-1 52.110 S7718 31 W 52.:36 9'-75 S5TSSOI W ~4.~ 75.71 S45•42J1"W 75.60 2.19 S40"♦7u 'II 2.19 BO.CS~ 559·45 "i~" 79.i5 68.09 N74'21411 'II 67.26 60.65 N401827·w 7$.25 47.61 NI0'52 ◄~-w -17.32 33.0• N07'3608 32.94- 80.5!1 NJYJ9 21 E 79.25 82.ST N71'0~~ E 81.IT Jl,:,0 NSJ-SO 07 E 211.-10 27.76 N33"443lrE 27.40 J5.J4 EN69.46~£. 34.42 90,76 !IO t 88.93 68.42 50 E 87.04 eo .11 37"C 59.71 91.81 S60':!8 48'W 86..06 1.01 Sfl'J6'28"E $.28 47.04 S36"03.:,.J, ~ 4040 94:!IO S53'5007"VI B8,.ll 117.~1 N«-:;llllll W t06.07 117.81 N'45'01 52 E 106.07 31A2 S04'42 48 E 28.28 .50.02 S501712 W 29.87 49.22' S451712 W 411.68 20_25• s.»1712 W 20.22 2.56 1166,7'~ W 1.92' 41.IIJ N21"035~ £ -41 ... 2 34.14 N26':2511 E J<.02 89.31 36 E 93.54 32,41 59 E 31 .75 10.98 ., w 10.96 91.80 S4T42J4"W 87.61 15.56" S09'0T'4J-W 15.50' J9.27 114-1'5808"11 :SS.36 39.27 Na\5'01:>r 35,l6 25.89 Sl!4'08 Jg W 25.64 96.Sl N62'15 44 92.82 52.!IO S7T1B 3 I 52.38 58.18 552'2941 67 .67 Joo 91 550'1712 ~-73 O .l!i 545"17 12 41 .-tl 22.119 535"17'12 22.68' 31.!19 545"7T41 W 31.95 124.29 s.70'l5 Ol'VI 121.83 l!17.0A N4,4.~0II-W 141.4·2 157,011" N45.01 52-E: 141.4,2 31 .0I! sa1·ro~ J0.96 ~2 .21! N69'539 41 .41 106J92. SSS52 3f 100.01 2!i,ll5 S26'2511 29-"4 48.64 1121·ros.5 48.16 HILL TOP SU BDIVI SION w e PLAT OF SUBDIVISION SE'PTEMBER 21, 2020 *~ PHASE ON E --------------< WAmER SURVEYING , INC, PR.OF'U810NAL LA.ND StlRVEYORS BO 150 --------1"' -BO' SHEET 2 OF 2 CERTlACAllON OF OWNERSH IP AND DEDICATION THIS IS TO CEF!TltY 'THAT 1VIO HANDS DESICN & DEVELOPMENT. ll.C IS THE O>\l<ER OF lHE LANO SHOWN AND OESCFIIBEO HEREON, AND TH,&,f TH E SA!,!E HAS CAUSED SAID LANO TO SE S\JR\oEYED ANO stJSDI\IDED AS INDICATED HEREON, FOR THE UstS ANO PURPOSiS HEREIN SET FORTH. AND 00 HEREBY ACKNO\IUDGE ANO ADOPT THE SAME UNDER THE DESIGN AND i1Tl.£ I-IE.REON INDICATED; AN D GRANT ALL EASEMENTS ANO DEDICATE All STREET'S, ALU:YS, W"1J<S, PARKS ANO OTHER OPEN Sl'ACES TO PUBLIC OR PRIVATE USE AS IIOTEO. TOGEl>IER V'1TH SIJCH RESTRICTIONS Ai'ID CO\,[NANTS NOTED BELOW OR A TfACHEO IN A SE PARATE LEGAL DOCUMENT. DATED THIS 3o"' DAY OF :5,,+ ... 1,r -2/l, ~ _-1-,:7 OMIER CERTIFICA TI ON BY NOTARY PUB LI C STATE Of ALABAMA COUNTY Of BALD~N 2020. 1. _ Lesks-'11crtt(.r Kno~ A NOTARY PUBUC IN ANO fOR SAID STATE AND COUNTY, ~EREBY C(RTIFY THAT ,fl. :&so...J 1,ckh , \\HOSE NAME .o.s tliaoQl.'4i fn,e,hrc or TWO HANDS DESICN & DEl'ELOPMENT, LLC, IS SIGNED TO THE FOR GOI G INSTRUMENT, AND V,HO IS kNOl\t,J TO ME, ACKNOWLEDGED BEFORE ME ON lHIS DAY, TllAT BEING l'lFORMEO QF TH< CONTENTS OF TH( INSTRUl.tEN T, AND AS SUCH OfFICER A,ND \l,1TH FULL AUTHORITY, EXECUlEO THE SAt,lE VOLUNTARILY FOR AND AS TI;E ACT Of SA ID C-QRPORA TION , Qlfc:N UNDER MY HAND I.NO NOTOf!IAL SEAL lHI\;,,~ DAY OF _,S~eF-ok="'-"b"'<"-r--~ 2020, , ... ,,~\~,,,,,_ ' ~ V:<Ju.1/"? k y !-:?;;~-;;.;;:t;\ f'IOTAR'!' PUBLIC : , -•-;";, My commission Expires ~~\ '\eL.c /uff. September 4, 2022 \, • ···•-"<-i"./' ,,, .srm~,,, ... SURVEYOR'S CER'TIFICA TE ""''"'' STA TE Of AiABAMA COUNTY OF' BALOl'!N I, MARK A. WATTIER, A UCENS€0 SIJRVEYQR IN THE STATE OF ALABAMA, HEREBY C£RTIF'Y ll!AT I HAVE SURIIE'r£0 THE PROPERTY Of lWO HANDS DES1GN & DEVEI.OPMENT, U.C, SITUATED IN BAL0'!11N COUNTY, ALABAMA AND DESCR IBED AS fOllOWS, COMMENCING AT THE llOOTHEAST CORNER Of SECTION JO, TO v.NSHIP 6 SOOTH , RANGE 2 EAST, BALD\'l!N COUNTY, ALABAMA; THENCE RUN soum 00'-04'-59' \l,f,ST AL ONG lHE EAST LINE OF SAID SECTION 30 A DISTANCE Of 979.00 FEET1 THENCE RUN SQUlH e s ·-54•-~o-WEST A DISTANCE Of 4-0,00 FEET TO A 1 /2" REBl<R ON Tl1E WEST RIGHT-Of-WAY LINE OF -SECTION STREET (AKA COUNTY HIG/lWAY NO. 3X80' R/W), SAID POINT BEI NG 'THE POINT Of BEGINNING OF THE FOLLOl'!NC 0£SCRIBEO PARca; "!HENCE RUN SOU1H s9 ·-s•·-~o· \\£ST A DISiANCE Of' 621.70 FEET TO A CAPPED REBAR (CA()092LS): lllENCE RUN SOUlH oo•-07•-1r '/,(ST A DISTANCE QF ,o ... 09 FEET TO A CAPPED REBAR {WATTl£R); 11,ENCE ~UN NORTH <19 '-5<!'-0B" \\BT A DISTANCE Of 201.55 TO A CAPPEO REBAR (WATT1£R): THENCE RUN SOUTH 00'-0l'-52" 111:'ST A l)jSTANCE OF 29.45 FEET TO A CAPPED REBAR (WATTIER): lllENCE RUN SQIJ TH ,89'-5Y-32 ' WEST A DISTANCE OF 459.00 FEET TO A CAPPED REBAR (WATTER) ON THE V,EST LINE OF lHE NORTHE AST QUARTER Of THE NOOTHEAST OOARTER Of" SAID SECTION 30; THENCE RUN SOIJTH 00 '-16'-36" 'M:ST ALONG SAID 111:'ST UNE A DISTANCE Of 645.05 FEET TO A CRlfl!P TOP PIP£; 11,ENCE RUN SOUni 8 9'-♦l'-54" EAST A DISTANCE Of 1,284.76 PEET TO A CAPPED REBAR (KOUITTZ) ON THE YitST RJGfiT-OF-WAY UN E Of SAID SECTION STREET; THENCE RUN NORTH oo·-oJ'-'J" EAST Al.ONG SAID WEST RIGHT-OF-WAY UNE A DISTANCE OF 787 ,02 F£ET TO THE POINT OF BEGINN ING, THE DESCRI6EO PARCEL CONTAINS 21.175 ACRES , MORE OR LESS. MD THAT lllE PLAT OR 11,AP CONTAINED HEREON IS A "ffiUE Ai'ID CQRRECT MAP SHOV'1NG THE SUBDIVISION INTO WHICH THE PROP£RTY DESCRIBED IS OJ',10£0, GI\/ING lHE LENGTH AND BE/\Rli'IGS OF 7'"E BO UNDARIES OF EACH LOT ANO EASEMENT ANO ITS NUMB ER , AND SHOl\1NG THE STREETS, Alltvs AND PUBLIC GROUNDS, AND GMNG TI,f£ BEAR INGS, LENGTH, v.10TH AND NAMES Of' THE: STREETS. SAlO MAP FURTHER SHOWS TiiE RELATIClll Of THE LAND SO PlATll;D TO rrlE CO\£J<NMENT SURVEY, AND THAT PERMANENT MONUMENTS HAVE SEEN PLACEO AT POIITTS MARKED lllUS (l;l) AS HE!lEON S/10\Yl'I, I FURlHER CERTIFY TiiAT All PAATS Of TlllS SURIO' A!'ID ORA\lolNG HAvt i:!EEN COMPLETED II< ACCORDANC E l'!lll TiiE CURRENT REQUIREfl!ENTS OF THE STANDARDS OF' PRACTICE fOR SURVE YJ'1G IN lHE STATE OF AlABMIA TO THE BEST OF MY KNOWI.EOCE, INFORMAT!Otl, ANO BEUEF . l\1TNESS MY HANO THIS TliE ~.,.J, DAY OF' .2tf!f:"".'01 b.-:r: 2020, SUl'lvtYCR 1J1M-1 A, 'lJaitr AI.AflAMAU~ ENGINEER'S CERTIFICATE STA 'rE OF ALABAMA COU!'ITY OF BALDl'!N I, iHE UNOERSIGNW, A RE<l!Sn:RED ENGINEffi Ii-THE STAff Of ALABAI.IA HQLOING CERTI,ICATE NUMBER 25748, HEREBY CERTIFY THAT I HAVE DESIGNED THE v.llHlN IMPROVEM ENTS IN CONFORMITY 'MTH APPUCABLE CODES ANO LAWS AND V'11H THE PRINCIPALS OF GOOD EN~NEERING PRACJIC£. I F\JRTHER CERTIFY THAT I HAVE OBSERVED THE CONSlRUCTION OF THE V'1THIN IMPROVEM ENTS, 'THAT THE SAM E CONFORMS TO MY DESlGN, "THAT THE l\1THJN IS A mur AND ACCURATE REP!lESEN TATIDN O, IMPRO TS AS ltlSTAU.ED AND THAT SA)O ll,IPRO',O,!ENTS AR.E HEREBY RECOIJMENOED fOR TY Of FAIRHOPE, 1\1..AB~l,IA. ,.<><,=~... ., Hill TOP S!J BDl'IISICJ!,i, PHASE ONE PLANS \\!{!Cl-I ARE' CERnflED CONSIST Of PAGE ..1_ THAU .!fl_ EACH Of \\1ilCH BtARS BY SEAL AND SIGNATUR E. CERTIFICATE OF APPROVAL BY THE CITY OF FAJRHOPE PLANNING COt,OAISSION THE \'!THIN Pi.At OF THE Hill TOP SU801'11Sl0tl. Pl!ASt: ONE, FAIR HOPE , !slASAMA IS HERESY APP'.'i\iW BY THE0~fJ' FAJ~-PJ'MMNl<IINC A~25 0NIN G CCilMISSJON. w1s lHE U¥Ji-- CERTIFICATE OF APPROVAL BY THE COUNTY ENGINEER lHE' UNDERSIGNED , /IS COUNTY ENGINEER Of TI{E COUNTY Of !!ALO'MN, AlMJAMA, HEREB Y APPROVES lHE \\1THIN P T fO R ING SAME IN "ll'£nQBATE. omcE OF BALDIIIN COUNTY, ALABAAIA , TH THEjJZtillf!l'J~'_/,J. DAY Of ~('. 2020 l}lE UNDERSIGNED, AS AUTHOOIZED BY RIVIERA UllUTIES, HE!!Eey APPROVES THE v.rm11• PLAT FOR R~OING OF' SAME IN ~i~ TE OFFICE Of BALDYdN COUNTY, ALABAMA. "fHlS THE ~C: 2020 , AUTHORl2£D SEN CERTIFICATE OF APPROVAL BY FA IRHOPE PUBLIC UTILITI ES WATER AND SEWER DEP ARTMENT: TH E UNDERSIGNED, AS AUTHORIZED BY l"Al~OPE' PUBLIC UTILJTIES, HEREeY APF'llO\IES THE ~J~J.~M~~ECORD~~.,OF SAME ~yTH(j-P't,°2,!!";,zr'CE OF e~0~~ COUNTY. CERTIFICATE OF APPROVAL BY FAIRHOPE PUBLIC UTILITIES GAS DEPARTMENT: THE U~OERSlGNED, AS AUTHORIZED BY FAIRHOPE PUBLIC UTILITIES GAS OEPARn.tENT, HER EB Y ~~~":~ .. ~:,rr\~uN~/OR )f-Ji7'0ING Of l~'ot 5c:!oe.:;t omcr ~bz~AL0~1N .. --r::::,L~ X~JZEO REPR ESENTATIVE CERTIFICATE OF APPROVAL BY AT&T: THE UNDERSIGNED. AS AUTHORIZED B'I' AT&T, HEREBY APPROVES THE 'MTHIN PLAT FOR RE O!pi,Of SAf.!E IN THE l:J>QSloc~OITlCE OF BALDY/I~ COUNTY, ALASAI.V,, THIS THE _.J.Jo,._,_,.;;.-DAY Of ~~ 2020 l CERTIFICATE OF APPROVAL BY BALDWIN COUNTY 91 1: 11,E UNDERSIGNED, AS AUTHORIZED BY BALO\\IN COUNlY 911, HEREBY APPROVES THE 'MlHIN PLAT FOil RECORDI NG OF SAME IN 11iE !'~08ATE OFflCE OF BALD~lf'I CO<Ji'ITY, ALABf\MA. THIS l>lE -~----DAY OF ,S.,,~mb•r 2()20. ~*p~ CERTIFICATE Of APPROVAL BY BALDWIN COUNTY PLANNING DIRECTOR: THE UNDERSIG'lEO, AS DlRECTOR Of THE BALDIIIN COl,INTY PLANNING AND ZONING DE!'ARTMENT, HEREBY APPROVES THE 'Mlft!N PLAT FOR lHE RE'.23~ OF SAME IN THE ~~.l OFFICE or BALO'MN COUNTY, ALAl3 AM A TiilS TH E ~ DAY Of' s,... 2020. PLANNING DI FlOOO CERTIFlCA lE; THE PROPERTY D£SCRIBEO HEREON IS SHOv.N Clll mE f'Ei,tA FLOOD lNSURANCE RA TE l,IAP NUMEIERS 01003C0756 IA AND 01003C0757 M, DATED 04/19/2019, AND IS SHOWN TO BE It,/ FLOOD ZOOE "X -UNSHADEO . SITE DATA CURRENT ZON IN G: UNEAF! FEET Of STREETS, NUM BER Of LOTS: SMALLEST LOT SIZE: AVERAGE LOT SI ZE: COr.MON AREAS: TOTAL AREA: srn: DENSITY: UHZ00£0 BAI.O'IIIN COUNTY 2,923 LF 29 15,000 SF 19,619 Sf 5,018 AC 21.175 AC 1.37 LOTS/AC!lE LOT UTILITY & DRAINAGE EASEMENTS (EX¢El>T AS OTHE:RIIISE SHOYIN) FRONT & REAR: 15' SIOE; 15' (7,5' EAcH SIDE) LOT SIDEWALi< EASEMENT (EXCEPT AS OlHERV'1SE SHOV,,.) !'RONT 6' REQUIRED SETBACKS (EJ<CEPT As OTHERIIISE sHov,,.J) FR ONT: JO' REAR: JO' SIDE; 10' SIDE S'IREET: 20' UTILITIES WATE!r, SEWER & GAS: FAIRHOPE PUBUC UTILITIES 555 SO\JTH SECTION ST,, FAIRHOPE, AL 36532 JAY WHITJ,IAN (251) 9 28-8003 ELECTRICAL: RIIIERA UTIUTI ES 41 J E, LAUREL A VE, FOLEY, AL 36536 SCOTT SUGH (251) 943-5001 TaEPHONE: AT&T 2155 OLD SHELL ROAD, t,108ILE. AL 36507 WADE IIIT~Ell (251) 471-8361 SLIDE 0002746-D / ENGINEER: JADE CO!ISLL llNG, llC. P.O. BOX 1929; FAl~OPE, Al ,l6:;JJ 251-928-J«J HILL TOP SUBDIVISION PHASE ONE SURVEYOR: WA mm SUR\£'11NG. INC. -1321 OOv.tlTOll!IER LOOP NORTH, ST!: 20 \ l,jOBII.E, AL 36609 2~1-342-2640 DEVELOPER/OWNER : 1WO HmDs OESIQI & DEVELOPMENT; LLC 6567 ~AWTHOftHE LANE ; FAIRHOPE, AL J65JZ 251-209-71J6 PLAT OF SUBDIVISION S8PTEMBER 21, 2020 WAITIER SURVEYING, INC. PROFESSIONAL IL.AND SURVEYORS 4o18 llcwnt...,., LO<l) N., Sub H ltoblo, Alli>ano J6609 251-342-2644' FLOOD CERTIFICATE: THE PROPERTY DESCRIBED HEREON IS SHOWN ON THE FEMA FLOOD INSURANCE RATE MAP NUMBERS 01003C0756 M AND D1003C0757 M, DATED 04/19/2019, AND IS SHOWN TO BE IN FLOOD ZONE "X-UNSHADED. SITE DATA CURRENT ZONING: LINEAR FEET OF STREETS: NUMBER OF LOTS: SMALLEST LOT SIZE: AVERAGE LOT SIZE: COMMON AREAS: GREENSPACE AREA: TOTAL AREA: UNZONED BALD\\1N COUNTY 992 LF 8 15,000 SF 16,692 SF 0.742 AC 0.511 AC 4.705 AC LOT UTILITY & DRAINAGE EASEMENTS (EXCEPT AS OTHER\\1SE SHOWN) FRONT & REAR: 15' SIDE: 15' (7.5' EACH SIDE) LOT SIDEWALK EASEMENT (EXCEPT AS OTHER\\1SE SHOWN) FRONT 6' REQUIRED SETBACKS (EXCEPT AS OTHER\\1SE SHOWN) FRONT: 30' REAR: 30' SIDE: 10' SIDE STREET: 20' UTILITIES WATER, SEWER & GAS: FAIRHOPE PUBLIC UTILITIES 555 SOUTH SECTION ST., F Al RH OPE, AL 36532 JAY WHITMAN (251) 928-8003 ELECTRICAL: RIVIERA UTILITIES 413 E. LAUREL A VE, FOLEY, AL 36536 SCOTT SLIGH (251) 943-5001 TELEPHONE: AT&T 2155 OLD SHELL ROAD, MOBILE, AL 36607 WADE MITCHELL (251) 471-8361 ENGINEER: JADE CONSUL TING, LLC. P.O. BOX 1929; FAIRHOPE, AL 36533 251-928-3443 SURVEYOR: WATTIER SURVEYING, INC. 4321 DOWNTOWNER LOOP NORTH, STE 201 MOBILE, AL 36609 251-342-2640 DEVELOPER/OWNER: TWO HANDS DESIGN & DEVELOPMENT, LLC . 6567 HAWTHORNE LANE; FAIRHOPE, AL 36532 251-209-7135 LEGEND (R) RECORD BEARING OR DISTANCE (A) ACTUAL BEARING OR DISTANCE C.A.#8 COMMON AREA #8 FFE MINIMUM FINISHED FLOOR ELEVATIONS (NAVD88) CRF(2) CAPPED REBAR FOUND (MOORE) CRF(3) CAPPED REBAR FOUND (HMR) CRF(4) CAPPED REBAR FOUND {CA 0092LS) CRF(S) CAPPED REBAR FOUND (WA TTIER) CRF(6) CAPPED REBAR FOUND (FAIRHOPE) RRSF RAILROAD SPIKE FOUND RBF 1/2• REBAR FOUND CTF CRIMP TOP PIPE FOUND BSL BUILDING SETBACK LINE U&DE UTILITY & DRAINAGE EASEMENT SWE SIDEWALK EASEMENT CURVE C1 C2 C3 C4 cs CB C7 CB C9 C10 C11 C12 C13 C14 J.O. NO. 19-0309 COMP. FILE 2541 DWG. NO. 6S-2E-30-05 F.B. NO. 71-72 o· 60' 120' 180' ' 1" = 60' TEACHERS RETIREMENT SYSTEM OF ALABAMA C/0 DR DAVID G BRONNER 201S UNIONST MONTGOMERY, AL 36104 UNZCJ,lED 14 CR F(3) COMMON AREA#6 15 BONNER, BOBBIE J. C/0 CRO'M'l CASTLE INC. 4017 WA9-IINGTOO ROAD Md.lURRAY, PA 15317 UNZONEO ' ' I HILL TOP SUBDIVISION PHASE ONE INSTRUMENT # ) \, 16 17 TWIN BEACH ROAD ~~=~~ ~ ~ POINT OF COMMENCEMENT / 3' NORTHEAST CORNER OF SECTION 30, TOWNSHIP 6 SOUTH, RANGE 2 EAST BALD\\1N COUNTY, ALABAMA AS SHOWN ON SURVEY BY GEO-SURVEYING, INC., DATED 11/08/99 POINT OF BEGINNING WEST 40.0' (R) S89'58'46"W 39.94' (A)\ CRF(6) 18 WEST 622.0' (R) 1\ S89'58'46"W 621.97' (A) CRF(6)l .ENKINS, SHELLY ETUX DELANEY Ell.EN DALE 398S INGLESIOEST FAIRHCPE, AL 36532 , , UNZONED 19 2r=::: ~a ""' g(,O ~" /''a, is !'l [/)p 0 0 (/) \ AREA DATA LOT 30 19,875 SF 0.456 AC LOT 31 15,021 SF 0.345 AC LOT 32 15,000 SF 0.344 AC LOT 33 18,143 SF 0.417 AC LOT 34 17,815 SF 0.409 AC LOT 35 15,000 SF 0.344 AC LOT 36 15,050 SF 0.346 AC LOT 37 17,632 SF 0.405 AC C.A. 7 8,717 SF 0.200 AC C.A. 8 21,734 SF 0.499 AC C.A. 9 1,223 SF 0.028 AC C.A. 10 666 SF 0.015 AC ---~--------'----------------------_____ __) ...---- / CURVE DATA DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING 21'16'41" 80.00' 29.71' N10"35'06"W 22'37'11" 80.00' 31.58' N32'32'01 "W 28'37'07" 125.00' 62.44' N29'32'03"W 15'29'59" 125.00' 33.82' N07'28'29"W 11'30'30" 125.00' 25.11' S05'47'45"W 30'05'13" 125.00' 65.64' S26'35'37"W 41'36'21" 80.00' 58.09' s2o·so•o3"w 90'43'15" 25.00' 39.58' S45'19'07"E 35·44'17" 85.00' 54.50' s1 s·24'39"w 99·01'34" 25.00' 43.21' S86'17'35"W 44'28'09" 85.00' 65.97' N21'57'34"W 89'02'45" 25.00' 38.85' N44'47'53"E 78'27'47" 25.00' 34.24' sso·os·22"w 78'27'47" 25.00' 34.24' N51 '26'51 "W LINE DATA LINE BEARING DISTANCE L1 N00'03'15"E 29.83' L2 N00'16'30"E 39.91' L3 N68'44'24"E 54.54' L4 N00'16'30"E 20.00' LS N89'19'16"E 67.16' L6 S89'19'16"W 42.99' L7 N89'19'16"E 51.01' LS N89'19'16"E 39.61' L9 soo·o2•3o"w 20.00' L10 S89'19'16"W 14.86' L11 sss·o2'04"w 77.02' L12 soo·o2'3o"w 7.04' L13 S89 '19'16"W 28.11' PETIOLE DRIVE CHORD DISTANCE 29.54' 31.38' 61.79' 33.71' 25.06' 64.89' 56.82' 35.58' 53.57' 38.03' 64.33' 35.06' 31.62' 31.62' SURVEYOR'S CERTIFICATE STATE OF ALABAMA COUNTY OF BALD\\1N I, MARK A. WATTIER, A LICENSED SURVEYOR IN THE STATE OF ALABAMA, HEREBY CERTIFY THAT I HAYE SURVEYED THE PROPERTY OF TWO HANDS OESIGN & DEVELOPMENT, LLC, SITUATED IN BALDWIN COUNTY, ALABAMA AND DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SECTION 30, TOWNSHIP 6 SOUTH, RANGE 2 EAST. BAL0\\1N COUNTY, ALABAMA; THENCE RUN SOUTH 00'-04'-39" WEST ALONG THE EAST LINE OF SAID SECTION 30 A DISTANCE OF 650.71 FEET; THENCE RUN SOUTH 89'-58'-46" WEST A DISTANCE OF 39.94 FEE T TO A CAP PED REBAR (FAIRHOPE) ON TH E WEST RIGHT-OF-WAY LINE OF S. SECTION STREET (AKA COUNTY HIGHWAY NO. 3)(80' R/W); THENCE CONTINUE SOUTH 89'-58'-46" WEST A DISTANCE OF 621.97 FEET TO A CAPPED REBAR (FAIRHOPE) AT THE POINT OF BEGINNING OF THE FOLL0\\1NG DESCRIBED PARCEL; THENCE RUN SOUTH oo·-02'-30" WEST A DISTANCE OF 328.94 FEET TO A CAPPED REBAR (CA 0092LS); THENCE RUN SOUTH 00'-07'-17" WEST A DISTANCE OF 104.09 FEET TO A CAPPED REBAR (WATTIER); THENCE RUN NORTH 89'-58'-08" WEST A DISTANCE OF 201.55 FEET TO A CAPPED REBAR (WATTIER); THENCE RUN SOUTH oo·-01'-52" WEST A DISTANCE OF 29.45 FEET TO A CAPPED REBAR (WATTIER); THENCE RUN SOUTH 89'-53'-32" WEST A DISTANCE OF 257.95 FEET TO A CAPPED REBAR (MOORE) THENCE RUN NORTH 00'-16'-30" EAST A DISTANCE OF 457.43 FEET TO A CAPPED REBAR (HMR); THENCE RUN NORTH 89'-19'-16" EAST A DISTANCE OF 457.81 FEET TO THE POINT OF BEGINNING. THE DESCRIBED PARCEL CONTAINS 4.705 ACRES, MORE OR LESS. AND THAT THE PLAT OR MAP CONTAINED HEREON IS A TRUE AND CORRECT MAP SHOl>1NG THE SUBDlv1SION INTO WHICH THE PROPERTY DESCRIBED IS DIVIDED, Glv1NG THE LENGTH AND BEARINGS OF THE BOUNDARIES OF EACH LOT AND EASEMENT AND ITS NUMBER, AND SHOWING THE STREETS, ALLEYS AND PUBLIC GROUNDS, AND GIVING THE BEARINGS, LENGTH, \\1DTH AND NAMES OF THE STREETS. SAID MAP FURTHER SHOWS THE RELATION OF THE LAND SO PLATTED TO THE GOVERNMENT SURVEY, AND THAT PERMANENT MONUMENTS HAVE BEEN PLACED AT POINTS MARKED THUS (0) AS HEREON SHOWN. I FURTHER CERTIFY THAT ALL PARTS OF THIS SURVEY AND DRAWING HAYE BEEN COMPLETED IN ACCORDANCE 111TH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. \\1TNESS MY HAND THIS THE __ DAY OF ------~ 2020. SURVEYOR _____________ _ ALABAMA LICENSE #20364 CERTIFICATE OF APPROVAL BY BALDWIN COUNTY 911: THE UNDERSIGNED, AS AUTHORIZED BY BALD\\1N COUNTY 911, HEREBY APPROVES THE \\1THIN PLAT FOR RECORDING OF SAME IN THE PROBATE OFFICE OF BALD\\1N COUNTY, ALABAMA. THIS THE ______ DAY OF ________ 2020. AUTHORIZED REPRESENTATIVE NOTES: 1. FOR THE LOCATION OF ALL UTILITIES, SEE CONSTRUCTION PLANS. 2. 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. 3. STORM WATER DETENTION AREAS ARE NOT THE RESPONSIBILITY OF BALDWIN COUNTY OR THE CITY OF FAIRHOPE TO MAINTAIN. 4. THERE IS A DEDICATED DRAINAGE, UTILITY, AND MAINTENANCE EASEMENT OVER THE ENTIRETY OF COMMON AREAS 7, 8 AND 9. 5. CAPPED REBARS (WATTIER) HAYE BEEN SET AT ALL CORNERS UNLESS OTHER\\1SE NOTED. 6. 11-lE HOMEOWNER'S ASSOCIATION \\1LL BE RESPONSIBLE FOR THE MAINTENANCE, IF APPLICABLE, AND ENERGY COSTS OF THE STREET LIGHTS. 7. ALL DRIVEWAY CULVERT PIPE SHALL BE MINIMUM 22"X13" RCAP 111TH PAVED PIPE HEADWALLS MEETING BALDWIN COUNTY HIGHWAY DEPARTMENT STANDARDS. FAIRHOPE AVENUE TWIN BEECH ROAD §~ ~ If S1-c 0 _/ 'e:lllll BATTI..ES ROAD § ~ N ~ W*E OLD BATTLES ROAD s NOT TO SCALE VIC'NITY MAP CERTIFICATION OF OWNERSHIP AND DEDICATION THIS IS TO CERTI FY THAT TWO HANDS DESIGN & DEVELOPMENT, LLC IS THE OWNER OF THE LAND SHOWN AND DESCRIBED HEREON, AND THAT THE SAME HAS CAUSED SAID LAND TO BE SURVEYED AND SUBDIVIDED AS INDICATED HEREON, FOR THE USES AND PURPOSES HEREIN SET FORTH, AND DO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE DESIGN AND TITLE HEREON INDICATED; AND GRANT ALL EASEMENTS AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER OPEN SPACES TO PUBLIC OR PRIVATE USE AS NOTED, TOGETHER 111TH SUCH RESTRICTIONS AND COVENANTS NOTED BELOW OR ATTACHED IN A SEPARATE LEGAL DOCUMENT. DATED THIS ___ DAY OF ________ 2020. OWNER CERTIFICATION BY NOTARY PUBLIC STATE OF ALABAMA COUNTY OF BALDWIN 60-U~N-=Tc-:Y.~HE=R=E=B-,Y-c=E=R==T=1F=Y"'TH=A-=T-_-:_-:_-:_-:_-:__A_N_o_TA_R_Y_Pu_B_L_1c_1N_A_N_D ~HRo:i'tl~AtTt 1Js AND ___________ OF TWO HANDS DESIGN & DEVELOPMENT, LLC, IS SIGNED TO THE FOREGOING INSTRUMENT, AND WHO IS KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON ms DAY, THAT BEING INFORMED OF THE CONTENTS OF THE INSTRUMENT, AND AS SUCH OFFICER AND WITH FULL AUTHORITY, EXECUTED THE SAME VOLUNTARILY FOR AND AS THE ACT OF SAID CORPORATION. GIVEN UNDER MY HAND AND NOTORIAL SEAL THIS ____ DAY OF ________ 2020. NOTARY PUBLIC CERTIFICATE OF APPROVAL BY THE CITY OF FAIRHOPE PLANNING COMMISSION THE \\1THIN PLAT OF THE HILL TOP SUBDlv1SION, PHASE TWO, FAIRHOPE, ALABAMA IS HEREBY APPROVED BY THE CITY OF FAIRHOPE PLANNING ANO ZONING COMMISSION, THIS THE DAY OF ________ 2020 CHAIRMAN, PLANNING COMMISSION CERTIFICATE OF APPROVAL BY RIVIERA UTILITIES: THE UNDERSIGNED, AS AUTHORIZED BY RIVIERA UTILITIES, HEREBY APPROVES THE WITHIN PLAT FOR RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS THE ______ DAY OF ________ 2020 AUTHORIZED REPRESENTATIVE CERTIFICATE OF APPROVAL BY FAIRHOPE PUBLIC UTILITIES: THE UNDERSIGNED, AS AUTHORIZED BY FAIRHOPE PUBLIC UTILITIES, HEREBY APPROVES THE \\1THIN PLAT FOR RECORDING OF SAME IN THE PROBATE OFFICE OF 8ALD\\1N COUNTY, ALABAMA. THIS THE ______ DAY OF ________ 2020 AUTHORIZED REPRESENTATIVE CERTIFICATE OF APPROVAL BY AT&T: THE UNDERSIGNED, AS AUTHORIZED BY AT&T, HEREBY APPROVES THE \\1THIN PLAT FOR RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS THE ______ DAY OF ________ 2020 AUTHORIZED REPRESENTATIVE HILL TOP SUBDIVISION PHASE TWO FEBRUARY 14, 2020 PLAT OF SUBDIV'S'ON WATilER SURVEYING, INC. PROFESSIONAL LAND SURVEYORS 4321 Downtowner Loop N., Suite 201 ijobile, Alabama 36609 251-342-26~ Revised 06 /2006 CITY OF FAIRHOPE P.O. DRAWER 429 FAIRHOPE, AL 36533 251/928-2136 PETITION FOR ANNEXATION STATE OF ALABAMA )( COUNTY OF BALDWIN )( We, the undersigned PETITIONER(S), owner(s) of the lands in fee simple described in the attached EXHIBIT A, such property being without the Corporate Limits of the City of Fairhope, Alabama, but being contiguous to the said Corporate Limits; and such property not lying within the corporate limits or police jurisdiction of any other municipality, do, by these presents, hereby petition the City of Fairhope, a municipal corporation, that said property be annexed into the City ofFairhope, Alabama. The subject land is delineated on the map attached hereto as EXHIBIT B. This petition is filed under authority of Section t l-42•2 l, Code of Alabama, 1975, as amended. D This petition is for R-1 Zoning ~ The condition of the Petition is that zoning be established as __ P_U_D ____ _ Concurrent with Annexation. (Zoning Request) Is this property colony property ___ Yes ~ No. If this property is colony property the Fairhope Single Tax Office must sign as a petitioner. ~ \ --t---...__ ~ Jason Tickle ~reofPetiti~ _P_ri_n_t -p-et-it-io_n_e_r-'s_n_a_m_e _____ _ Signature of Petitioner Print petitioner's name Signature of Petitioner Print petitioner's name Physical Address of property being annexed: _H_ill _T_o.:..p _P_h_as_e_l_&_II _______ _ Petitioner's Current Physical Address ; 23389 Main Street Montrose, Alabama 36532 Petitioner's Current Mailing Address: 23389 Main Street Montrose, Alabama 36532 Telephone Number(s): __ 2_5_1·_2_78_·_55_3_3 _______________ _ Home Work County Tax Parcel Number: __ s _ee_lis_t _________________ _ Backroom :tlscrs :mray :Library :Mail :POP - '"rno1.hPmrlnn r ~R'7s:''i0 """"'~~Q()V mhnv i:,u r.nrmi;-rn~ thP u :-a m1mA~tta,..h Pt1it i tinn rnr QnnPV ~n,. Revised 06/2006 U.S JUSTICE DEPARTMENT INFORMATION D Size of property (acres or square feet} __ 2_s_.a_a_ac __________ _ D If property is occupied, give number of housing units 13 lots sold, some under construction D Number of Persons residing in each unit, and their race __ o ________ _ D If property is unoccupied, give proposed use ____________ _ D If property is being developed as a subdivision, give subdivision name Hill To p Phase I & ll D Number of lots within proposed subdivision __ 3_7 __________ _ I, Le.S" \~ lL \J ,'c,J.a..o ((,;-,~)' a Notary Public in and for said State and County, hereby certify that Jason Tickle whose name(s) is/are signed to the forgoing Petition and . who is/a re known to me, this day appeared before me and, being first duly sworn, acknowledge that he/she/they have voluntarily executed this Petition on this day same bears date. ,11111 11 ,, _ .J ~ I~ ~ L ,,,,'~~~~-~~~-~~under my Hand and Seal this 21_ day of 5q>kmou·, 20..ll_, ... ~. .1-0.. ~ ::: lli •• .._\BTAR ~ • •. -/--:. ~1'. ' J . A_ • ~-= ~ ~Sea •. :. __:~ >Jl, _-. (.JL.IL,c:, ~ "° ; ~ -•-: N~ry~hlk -•• • fu:: ~ ~-\. PlffiL\C / ~ 2 , . .,..~ .. .. -$, ,,,;"-1.f(_. • ··• •• ¢-v,,,' ,, ., ,, I, _____________ a Notary Public in and for said State and County, hereby certify that ____________ whose name(s) is.la re signed to the forgoing Petition and who is /are known to me, this day appeared before me and, being first duly sworn, acknowledge that he/she/they have voluntarily executed this Petition on this day same bears date. Given under my Hand and Seal this ___ day of _____ , 20 __ , (Seal) Notary Public My commission expires ________ _ I, _____________ a Notary Public in and for said State and County, hereby certify that ____________ whose name(s) is/are signed to the forgoing Petition and who is/are known to me, this day appeared before me and, being first duly sworn, acknowledge that he/she/they have voluntarily executed this Petition on this day same bears date. Given under my Hand and Seal this ___ day of _____ , 20 __ , (Seal) Notary Public My commission expires ________ _ Backroom: sers :mray :Library:Mail :POP · tnfn0L h'3mrlnn ~~QiJ:"'iO n ia t •ll\.n:lnV mhnv •s:'\U linrm-C rnr thP n mimAo QII h •P .n titinn fnr-onnPv ~nr BIG C ANOERUNSAND BARLN HIGBEE RDSTATE HWY 181FALLI N GWA TER BL V D City of FairhopePlanning Commission November 1, 2021 ¯BIGCANOE RUNFAL LIN G W ATER BLVD STATE HWY 181SD 21.42 - Harvest Green East Phase 1 Legend COF Corp. Limits PUD - Planned Unit Development R-1 - Low Density Single-Family COF Planning Jurisdiction ¯ ¯ ^ Project Name:Harvest Green East, Phase 1Site Data:55.62 acresProject Type:120-Lot SubdivisionJurisdiction:Fairhope Planning JurisdictionZoning District:PUD (Planned Unit Development)PPIN Number:17735, 77776General Location:East side of State Highway 181 across from The Waters Subdivision Surveyor of Record: Engineer of Record:SE Civil, LLCOwner / Developer:Silverhill Enterprises, LLCSchool District:Fairhope East Elementary School, Fairhope Middle and High Schools Recommendation:Approved w/ ConditionsPrepared by: Mike Jeffries Pa ge 5 o f10 APPLICATI ON FOR S UBDMSION PLAT APPROVAL Application Type: D Vill:agt.: Subdivision III Preliminary Pla:l D Miaor u.bdivkjou D Informal (No Fee) D FinalPlat 0 Multiple Ooot1pancy P.raject Attachments: Iii Ar6des of Incorporation or ist aU associated investors Date o Application; _J .... t ... 2 ... a...,12...,.1'------- Pl'ope rty Owner / Leaseh o l der Information . &11"1.t<bil 'E'nt:e :,p.,t ■n. I.I.C Name of Property Owner: l?llT sdlvex l!,i 1 ~~"·"'P~, •••• !.LC Phone Numb r: Address of Property wner: -""l.=12"'-=B=ay<-..a::C.:.:ir.....,_Dr::,..i::.,v_:,:_e _______ ~-------- City: Ho] J amd State: J1l Zip : 494211 Proposed Subdivision Name: .... s ... a._=.:.a·e=-=e"'-t--'G""r""een""'· ::.-=Si=lil=· .... P=h=a=5e:_...:l ___________ _ No . Acres in Plat: _, ... 2 .... , 1> ... 1 ________ No. Lots/Uni s: __,._12.,,,0"-------- Parce No: Current Zoning: __...,PDD"""------- Au.thorizcd Agent Information Plat mu:.l 1J go.e~ l' roperty wner l'o r:u;:e (,t he CJ y (l • iI-hop!! Name of Authorized Agent: ss c:➔Yi i , uc Phone Number: 2s -!l'9o-s.su Address: 01m a o.1oo mt>. etva syH:e w City: Fa:l..Jlflil9 State: AL Zip : __::,l=li!i::.:;.:J..a.2 __ _ Contact Pe on . Surv,e:,or /Engineer Information Nanie of Firm~ sE 01vn I.LC • Phone Number: .2 !H -99o -6sEi6 Add.res : e Bo Holcomb Rbo, SU.i.t e. ~.P Cicy: ""a rhope State: ------z ;p : -=36.,,_,,S=l2=----- Contaot Per.son : _r,.UJ:Y Smit:b _ Plat Fee Calculation: Reference : Ordinance 1269 Signamres~ I certify that I am the property owner/ le-aseho der of the above described _woperty and hereby w bwi t this pla • to the Cicy for reVJew. •1r p roperty is owned by Fairhope Sin,gle C-0rp. an a:u 11,omed Single Tax repr esentativ·e shall sign this application. ' Properi;y Owne;r I Leaseh lder Printed N D ate 9(n{~ STATI: 01' ALABAMA JOUIGN LIMIDDLWJWTY COMPANY (LLC) APPLICATION l'Oll ll&GISTRATION PURPOSE: In order to n,gilW a foreign entil;y (any adity formed ou1Bide of Alabama) 10 transact businells in Alabama, the enti1f must deliver to 11m Secmlary of Stale for filing a Application for RepSlndion to Section lOA-1-7.04. Code ofA,w+,pa 197S. sss11s s,ss s • • .. f • &•SIS In Slin -..-4 I CU -.,. I I 111 lNSTRUCTIONS: Mail a Biped original of this completed· Application fur Rqpsrration and the filing fee of SlS0.00 (cmlit card, clteck. GrDIDDe'J Older)totbe Sea..,. ofSfatt, ....... Senkll, P.O. Bos 5616. .Moafpaery, Ala..., 361&5f16 or you may -a: • u GI m -s GI i;:: IIIS -.x a. ......... •rtUX OM u.a:UJ t-5' anail your application· to "· rcirin.cmitjcs@.sos,al§bmna.gov. If you m: sending dWI filing via email and paying the ssandard SISO fee you SOS 011b Ute may JJU!chase a copy of the fifing on our website after the filing has been procesaed -'IWW.SOS.111@'.--:-~ : ••• sean:b Govemmmt Records and Business F.ntif;y Re00lds for the filing "worbd through elate'" and your filing based on the date emailed. If you elect expedited processing completed within approximately three business days after receipt by SOS, you may have 1he Slaoaped copy emailed to you. Expedited processing is S2SO.OO (a $100.00 mq,edite fee plus the SIS0.00 filiq fee). If you are mailinr/couriering the applicatic:m and would like an acknowJetw,ment mclude a copy ad postage paid seltadm1111d mvelope. The enti1y will not be tegistmd if the cndit card does not authorim and will be removed ftom the index if the check is disllonored ($30 NSF fee). All pmcessing inalructions n complete m this form and Payment Oplion Sbeel; cowr letters an, not neeasary 111d. will not be reviewed. neldnmloll .. pletlaatldlfona ••befJpedorlaNr pmdld. ll'AX •bwllliou: wil aot he adolowlld&ed, proc:e•ed, or retuaed. I. The legal name of the finign entity • recorded in the jurisdiction in which it was formed/organbnf: SILVERHILL ENJEBPftlSl;S, LLC 2. The name of the foreign entity for use in Alabama only if different fiom the 1epl name•: • A fictitious name may be used only if 1he legal :name is not available for use in Alabama or the DIIID8 does not contain the words '"Limilai Liability Company"' or the abbreviation "1..L.C." or "LLC" (lOA-t-S.06). 3. If a :ficthious name is used 1he unc:lmsianed certifies the resolution of the LI.C's governing aulborif¥ to adopt the fictitious mme fiJr use in J.laJwna -nd affirms the authority to make such a certification mmr IOA-1-7.cn. 4. A copy of the name n,gi.atration tmved fiom the Office of the Alabama Secnmy of State must be attadlecl. 5. Bntity1sjmisdiction offonnadon:'""UIC......., .... HIGAN..,._...___ ___________________ _ (Stale orCoUD11y,. ifformlld outside the Unikd States, offomlldion) 6. Date of the entity's formation in stab'aountry of jurisdiction: ___j2J ,a /2012 (MMIDD/YYYY) 7. 1be undmigned certiflel that the foreign entit,y exists as a valid Limim:l Liabuity Company uoder the laws of the mtity's jurisdk:lion of formadon. Foreign LLC -3/2012 Palelof2 ..J(\JS DI SSS IS ....1 .... cga, ISSSJS Ill u.s-• • • I • .... (\Jf'M &•& I fl'r Ill ......... In SI ....... ..... --,ru ■CJ) >-ru • -·-I'll .f,ll ..... I .'3'+-.... ru I roe .f.llM,... -C-ct (\J O'I l'OREIGN LIMl'l'm LIAIIIUl'Y COMPANY (LLC) APPLICATION POR DGJSTRATION a: • IJ.II'--s -s LI I II a. .... Ill :sr--.... ■s CJ) llllfl lll•r1M zs,:::u--.... I. The finign eldi1;y will begin OI' bepn traoseeting busi:arss ht Alabama (this must be compleb:d): Began doing taiDtiss:_l__J_ __ (MM/DD/YYYY) wm begin doiD& huamca: 01 /__m_t201s (MMIDDIYYYY) 9. Street(NoPOBow)Adcmsofprim:ipaloflice:52 BAYMEADOWS, HOLLAND, MI 48421 •c -.::ice. •rtt.lX U.Cl:LLI MdingAddnmQfcliftinot _______________________ _ 10. NllllCI of registered agent for service of process (MUST be phys~ located in Alabama)~. ______ _ c T CORPORfJION SYSTEM I J. Street (No PO Bow) Adcbas of initial ftlliaten,cl office (MUST be office of registered 181U and physically locallld in Alabama): 2 NORTH JACKSQN STREET, SUITE 805. MONTGOMERY, AL 38104 Mailing Address in AlahamaofregistmedltgeDt/office (if diffaent,;,....... ___________ _ 12 ,27, 2012 oau, In order to review the sections of the Code of A.labama 1975 referred to in the ffling fonn you may access www.sos.algma.19v and click the Govemuamt Records 1ab. Choose the Code of Alllhama link to review. Foreign LLC -3/2012 Pap2of2 1119 .f,11 ..... OM t--5 Beth Chapman Secretary of State P. 0. Box5616 Montgomery, AL 36103-5616 STATE OF ALABAMA I, Beth Chapman, Secretary of State of Alabama, having custody of the Great and Principal Seal of said State, do hereby certify that pursuant to the provisions of Title 1 OA, Chapter l, Article 5, Code of Alabama 1975, and upon an examination of the entity records on file in this office, the following entity name is registered as available: Silverhill Enterprises, LLC This foreign limited liability company was formed in Michigan as Silverhill Enterprises, LLC and is for the exclusive use of Audrey M. Gusta&on, 52 Bay Meadows, Holland, MI 49424 for a period of one year beginning December 27, 2012 and expiring December 27, 2013. 144-306 In Testbnony Whereof, I have hereunto set my hand and affixed the Great Seal of the State, at the Capitol, in the city of Montgomery, on this day. 12/27/2012 Date ~d.-r:•· ... Beth Chapman Secretary of State M,_~ Date Ti ■e 13010 Fih xp Total 03/009 ba ■a f State ity FLL 2/27/2012 17:00 3 Pg $150.00 $.00 $100.00 --------$250.00 1 SD 21.42 Harvest Green East Ph 1 – November 1, 2021 Summary of Request: The owner is FST Silverhill Enterprises, LLC. The applicant is Terracore Development Services. The property received approval for conditional annexation to Planned Unit Development (PUD) in September 2021. The PUD Ordinance #1728 includes a site plan that the development must be built in substantial conformance to. This application is also being reviewed against Fairhope Subdivision Regulations and all other applicable ordinances. Larry Smith, P.E., with SE Civil is the engineer of record for the project and the authorized agent. The PUD has 375 Single Family lots and one lot for a future fire station dedicated to the City of Fairhope. The development is separated into four phases: - Harvest Green East Ph1 - Harvest Green East Ph2 - Harvest Green West Ph1 - Harvest Green West Ph2 This application is for Harvest Green East Phase 1 containing 120 lots. - Lot 120 is proposed fire station lot. Comments: - Utilities: All connections and work in ALDOT ROW will require permitting from ALDOT. o Water – Water is provided by Fairhope and requires an aid to construction costs. o Sewer – Sewer is provided by Fairhope. o Power – Riviera Utilities o Gas – Gas is not requested for this development. - Traffic: o A traffic study was completed and warranted right turn lanes for all entrances into the proposed development. Also recommended was a southbound left turn lane at the intersection of St Hwy 181 and Falling Waters BLVD. ALDOT has been contacted and met with the applicant to discuss the project. Currently a traffic signal is not warranted by the provided TIS. o The traffic study considered all phases of the development. o All traffic improvements will require permitting and approval through ALDOT. - Site and Drainage: o The drainage plan has been designed for Harvest Green East Ph1 and Ph2. o Drainage is collected in a series of inlets and underground drainage pipes that will discharge into 5 proposed wet ponds. o The site contains existing wetlands and provides the required buffering and signage. o The drainage was reviewed by a third-party Neel-Schaffer.  Initial comments are included in this report and were addressed by the applicant.  Secondary comments are minor and as a condition of approval must be addressed by the applicant and approved by City of Fairhope’s Public Works Director. o Drainage work done in ALDOT ROW will require ALDOT permitting and approval. 2 SD 21.42 Harvest Green East Ph 1 – November 1, 2021 - Landscaping: o The landscape plan in is accordance to what was approved with the PUD. At time of Final Plat City Horticulturalist will verify all street trees and landscaping meets approved plans. - General Comments: o The acceptance of lot 120, the future fire station, to the City of Fairhope will occur after final plat. o Construction is anticipated to start 2/1/22 and Final plat submittal 2/1/23. Staff Recommendation of case SD 21.42 Harvest Green East Ph1: Approve with the Following Conditions: 1. Traffic improvements recommended/required by the Traffic Study and/or ALDOT will be installed by the Developer. 2. Final placement, capacity, and aid to construction costs for all utilities shall be approved by the respective superintendent. Aid to construction costs shall be determined prior to application of building permit. 3. All sidewalks and street trees are required to be installed prior to final plat application. SURVEYOR'S CERTIFICATEHARVEST GREEN EASTPHASE ONEA PLANNED UNIT DEVELOPMENTCivil (251) 990-6566880 HOLCOMB BLVDFAIRHOPE, AL 36532Engineering& SurveyingPROJ MGRFILEPROJECTSCALEDEDHARVEST GREEN EAST202109291"120'CHKD.DEDDRAWN RDC060120240120 SCALESHEETOF13SURVEYOR'S NOTES:FLOOD STATEMENTCERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (WATER):CERTIFICATE OF LEASEHOLD OWNERSHIPCERTIFICATE OF NOTARY PUBLIC:CERTIFICATE OF OWNERSHIPCERTIFICATE OF NOTARY PUBLIC:CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE (SEWER):GENERAL NOTES:GREENSPACE MAINTENANCECERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING DIRECTORCERTIFICATE OF APPROVAL BY RIVIERA UTILITIES (ELECTRIC):CERTIFICATE OF APPROVAL BY AT&T (TELEPHONE):ENGINEER'S CERTIFICATECERTIFICATE OF APPROVAL BY E-911 ADDRESSING:CERTIFICATE OF OWNERSHIPCERTIFICATE OF NOTARY PUBLIC:Water:Sewer:Power:Telephone:CITY OF FAIRHOPECITY OF FAIRHOPERIVIERA UTILITIESAT&TUtility Providers:Owner:Total AreaZoningTotal LotsDensityMin. LotSmallest LotLargest Lot55.61PUD1202.16 / AC52x140 (7280 SF)7,280 SF (LOT 1)14,533 SF (LOT 71)Street Length 6,556 LFDeveloper:Lots 1 through 70Front:Rear:Side:30 Ft.30 Ft.5 Ft.Side Street: 20 Ft.SILVERHILL ENTERPRISES, LLC112 BAY CIR DRHOLLAND, MI 4942468V PAYDIRT, LLC299892 WOODROW LN, STE 300SPANISH FORT, AL 36527Parcel InformationParcel Numbers:05-46-01-02-0-000-002.00005-46-01-02-0-000-001.508BUILDING SETBACKSLots 71 through 119Front:Rear:Side:30 Ft.30 Ft.7.5 Ft.Side Street: 20 Ft.VICINITY MAPSITESee Sheet 2 of 3 forDetailed GeometrySee Sheet 3 of 3 forDetailed GeometryGREEN SPACE DENSITY CALCULATION55.61 TOTAL GROSS ACRES-10.62 ROWs, DETENTION, WETLANDS44.99 ACRES119/44.99 = 2.65 UNITS PER ACRE (G.S. DENSITY) 15% REQUIREDQUALIFYING GREEN SPACE CALCULATION2.12 AC G.S. 1 (EXCLUDES POND)6.27 AC G.S. 2 (EXCLUDES POND)3.57 AC G.S. 32.95 AC G.S. 4 (EXCLUDES POND)0.51 AC G.S. 515.42 AC TOTAL GREENSPACE (27.7%)Common Areas 20.11 AC (36%)Max. Height 30 FTBuffer Signs 6BY: _________ DATE· ____ _ ;:j ~i o' ~ ~! ill -', 01 a., 10. " ~26 I 27 28 29 3Q ~ ~ m ~0.00' A-27.50' CHB-N21"38'1 CH□-27.50' 34 35 PROPERTY LIES IN FLOOD ZONE "X" AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER NUMBER 010006, , DATED APRIL 19, STATE OF ALABAMA COUNTY OF BALDV¥1N GIVEN UNDER MY HAND AND OFFICIAL SEAL THE _____ DAY °'----------75 FUTURE _DEVELOPMENT ~ i / ~ ,., , S~o1·s9•2o"E /" 149.35' S00"17.'34"W -230,29'/ ,cfl :::~.~-~?' • 504, i 7' f7"E 395.81' '" CHB-N82"54'19"E / CH□-57.13' COMMON AREA 8 "h,G.S. 4"01 2.95 AC I -1 ~ I \ COMMON AREA 5 j G.S. 2 6.27 AC \ FAIRHOPE SINGLE TAX CORPORATION, AN ALABAMA CORPORATION BY: __________ _ AS ITS PRESIDENT BY· __________ _ SECRETARY STATE OF ALABAMA COUNTY OF BALD'MN GIV~N UNDER MY HAND AND OFFICIAL SEAL THE ____ DAY OF _________ _ NOTARY PUBLIC MY COMMISSION EXPIRES HARVEST GREEN EAST PHASE ONE-PLANS \\IHICH ARE CERTIFIED CONSIST OF PAGE THRU EACH OF WHICH BEARS BY SEAL AND SIGNATURE DATED THIS DAY OF----~ STATE OF ALABAMA COUNTYOFBALOV¥1N z--c::E.~l";--c::::z .. ...:: I, DAVID E. DIEHL, A LICENSED SURVEYOR OF BALDWIN COUNTY, ALABAMA, HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN HEREON, SITUATED IN BALDWIN COUNTY, ALABAMA AND DESCRIBED AS FOLLOWS COMMENCE AT THE NORTHWEST CORNER OF SECTION 2, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA AND RUN THENCE SOUTH 89 DEGREES 39 MINUTES 20 SECONDS EAST, ALONG THE NORTH LINE OF OF SAID SECTION 2, A DISTANCE OF 133.72 FEET TO A 1/2" CAPPED REBAR (SE CIVIL) ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 181 FOR THE POINT OF BEGINNING: THENCE CONTINUE SOUTH 89 DEGREES 39 MINUTES 20 SECONDS EAST, A DISTANCE OF 670.19 FEET: THENCE RUN SOUTH 00 DEGREES 20 MINUTES 40 SECONDS WEST, A DISTANCE OF 205.00 FEET; THENCE RUN NORTH 89 DEGREES 39 MINUTES 20 SECONDS WEST, A DISTANCE OF 14.07 FEET: THENCE RUN SOUTH 00 DEGREES 20 MINUTES 40 SECONDS WEST, A DISTANCE OF 155.00 FEET; THENCE RUN NORTH 89 DEGREES 39 MINUTES 20 SECONDS WEST, A DISTANCE OF 44.53 FEET; THENCE RUN SOUTH 00 DEGREES 20 MINUTES 40 SECONDS WEST, A DISTANCE OF 190.00 FEET; THENCE RUN NORTH 89 DEGREES 39 MINUTES 20 SECONDS WEST, A DISTANCE OF 10.60 FEET; THENCE RUN SOUTH 00 DEGREES 20 MINUTES 40 SECONDS WEST, A DISTANCE OF 155.00 FEET; THENCE RUN NORTH 89 DEGREES 39 MINUTES 20 SECONDS WEST, A DISTANCE OF 196.40 FEET; THENCE RUN SOUTH 00 DEGREES 20 MINUTES 40 SECONDS WEST, A DISTANCE OF 140.00 FEET: THENCE RUN SOUTH 04 DEGREES 2.3 MINUTES 46 SECONDS WEST, A DISTANCE OF 50.13 FEET; THENCE RUN SOUTH 00 DEGREES 20 MINUTES 40 SECONDS WEST, A DISTANCE OF FEET: THENCE RUN SOUTH 89 DEGREES .39 MINUTES 20 SECONDS EAST, A DISTANCE OF FEET; THENCE ALONG A CURVE TO THE RIGHT, HAYING A RADIUS OF 550.00 FEET, AN ARC LENGTH OF 27.50 FEET, (CHORD BEARS NORTH 21 DEGREES 38 MINUTES 1.3 SECONDS WEST, A DISTANCE OF 27.50 FEET): THENCE NORTH 69 DEGREES 47 MINUTES 44 SECONDS EAST, A DISTANCE OF 190.00 FEET; THENCE SOUTH 24 DEGREES 10 MINUTES 40 SECONDS EAST, A DISTANCE OF 132.62 FEET; THENCE SOUTH 13 DEGREES 29 MINUTES 53 SECONDS EAST, A DISTANCE OF 142.65 FEET; THENCE SOUTH 09 DEGREES 15 MINUTES .36 SECONDS EAST, A DISTANCE OF 124.02 FEET; THENCE SOUTH 79 DEGREES .35 MINUTES 57 SECONDS WEST, A DISTANCE OF 140.00 FEET; THENCE ALONG A CURVE TO THE LEFT, HAYING A RADIUS OF 1944.97 FEET, AN ARC LENGTH OF 46.35 FEET, (CHORD BEARS SOUTH 11 DEGREES 05 MINUTES 01 SECONDS EAST, A DISTANCE OF 46.34 FEET): THENCE ALONG A COMPOUND CURVE TO THE LEFT, HAVING A RADIUS OF 60.00 FEET, AN ARC LENGTH OF 28.08 FEET, (CHORD BEARS SOUTH 25 DEGREES 10 MINUTES 31 SECONDS EAST, A DISTANCE OF 27.83 FEET); THENCE ALONG A REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 90.00 FEET, AN ARC LENGTH OF 39.11 FEET, (CHORD BEARS SOUTH 26 DEGREES 08 MINUTES 07 SECONDS EAST, A OF 38.80 FEET): THENCE RUN SOUTH 14 DEGREES 02 MINUTES 28 SECONDS EAST, A OF 23.92 FEET; THENCE ALONG A CURVE TO THE LEFT, HAYI\JG A RADIUS OF 25.00 FEET, AN ARC LENGTH OF 38.26 FEET, (CHORD BEARS SOUTH 58 DEGREES 14 MINUTES 07 SECONDS EAST, A DISTANCE OF 34.63 FEET); THENCE RUN SOUTH 12 DEGREES 04 MINUTES 28 SECONDS EAST, A DISTANCE OF 50.00 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 745.00 FEET, AN ARC LENGTH OF 30.39 FEET, (CHORD BEARS SOUTH 76 DEGREES 45 MINUTES 25 SECONDS WEST, A DISTANCE OF 30.39 FEET); THENCE RUN SOUTH 14 DEGREES 24 MINUTES 42 SECONDS EAST, A DISTANCE OF 140.00 FEET; THENCE RUN SOUTH 78 DEGREES 44 MINUTES 53 SECONDS EAST, A DISTANCE OF .36.79 FEET: THENCE RUN SOUTH 11 DEGREES 11 MINUTES 23 SECONDS EAST, A DISTANCE OF 190.00 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAYING A RADIUS OF 400.00 FEET, AN ARC LENGTH OF 57.18 FEET, (CHORD BEARS NORTH 82 DEGREES 54 MINUTES 19 SECONDS EAST, A DISTANCE OF 57.1.3 FEET); THENCE RUN SOUTH 04 DEGREES 17 MINUTES 47 SECONDS EAST, A DISTANCE OF 395.81 FEET: THENCE RUN SOUTH 01 DEGREES 59 MINUTES 20 SECONDS EAST, A DISTANCE OF 149.35 FEET; THENCE RUN SOUTH 00 DEGREES 17 MINUTES 34 SECONDS WEST, A DISTANCE OF 230.29 FEET: THENCE NORTH 89 DEGREES 49 MINUTES 40 SECONDS WEST, A DISTANCE OF 106.04 FEET; THENCE NORTH 89 DEGREES 49 MINUTES 40 SECONDS WEST, A DISTANCE OF 1079.73 FEET TO A 1/2 INCH CAPPED REBAR (SE CIVIL) ON THE AFOREMENTIONED EAST RIGHT-OF-WAY OF STATE HIGHWAY 181; THENCE ALONG SAID EAST RIGHT-OF-WAY THE FOLLOW1NG DESCRIBED COURSES: NORTH 00 DEGREES 09 MINUTES 44 SECONDS EAST, A DISTANCE OF 242.59 FEET TO A 1 /2 INCH CAPPED REBAR (SE CI\/IL); THENCE RUN NORTH 89 DEGREES 45 MINUTES 31 SECONDS WEST, A DISTANCE OF 63.45 FEET TO A 1 /2 INCH CAPPED REBAR (SE CIVIL); THENCE RUN NORTH 00 DEGREES 17 MINUTES 29 SECONDS A DISTANCE OF 970.84 FEET TO A 1/2 INCH CAPPED REBAR (SE CIVIL): THENCE RUN 89 DEGREES 37 MINUTES 20 SECONDS EAST, A DISTANCE OF 76.49 FEET TO A 1/2 INCH CAPPED REBAR (SE CIVIL); THENCE RUN NORTH 00 DEGREES 29 MINUTES 14 SECONDS EAST, A DISTANCE OF 113.96 FEET TO A 1/2 INCH CAPPED REBAR (SE CIYIL): THENCE RUN NORTH 89 DEGREES 42 MINUTES 26 SECONDS WEST, A DISTANCE OF 76.69 FEET TO A 1 /2 INCH CAPPED REBAR (SE CIVIL); THENCE NORTH 00 DEGREES 03 MINUTES 35 SECONDS A DISTANCE OF 4.81 FEET TO A CONCRETE MONUMENT (ALDOT): THENCE 05 DEGREES 15 MINUTES 51 SECONDS WEST, A DISTANCE OF 273.24 FEET TO A CONCRETE MONUMENT (ALDOT): THENCE NORTH 02 DEGREES 09 MINUTES 28 SECONDS ¥VEST, A DISTANCE OF 261.14 FEET TO A CONCRETE MONUMENT (ALDOT); THENCE RUN NORTH 09 DEGREES 55 MINUTES 11 SECONDS 143.91 FEET TO A 1/2 INCH CAPPED REBAR (SE CIVIL): THENCE ALONG A HAVING A RADIUS OF 7509.44 FEET, AN ARC LENGTH OF 312.96 FEET, (CHORD BEARS NORTH 00 DEGREES 54 MINUTES 06 SECONDS WEST, A DISTANCE OF 312.94 FEET) TO A 6"X6" CONCRETE MONUMENT (ALDOT); NORTH 11 DEGREES 46 MINUTES 10 SECONDS WEST, A DISTANCE OF 143.90 FEET TO A CONCRETE MONUMENT (ALDOT): THENCE RUN NORTH 00 DEGREES 17 MINUTES 32 SECONDS EAST, A DISTANCE OF 191.26 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 55.61 ACRES, MORE OR LESS. AND THAT THE PLAT OR MAP CONTAINED HEREON IS A TRUE AND CORRECT MAP SHOWING THE SUBDIVISION INTO WHICH THE PROPERTY DESCRIBED IS DIVIDED GIVING THE LENGTH AND BEARINGS OF THE BOUNDARIES OF EACH LOT AND EASEMENT AND ITS NUMBER AND SHOWING THE STREETS, ALLEYS AND PUBLIC GROUNDS AND GIVING THE BEARINGS, LENGTH, WIDTH ANO NAMES OF THE STREETS, SAID MAP FURTHER SHOW'S THE RELATION OF THE LAND SO PLATTED TO THE GOVERNMENT SURVEY, AND THAT PERMANENT MONUMENTS HAVE BEEN PLACED AT POINTS MARKED THUS (0) AS HEREON SHOWN. I FURTHER CERTIFY THAT ALL PARTS OF THIS SURVEY AND DRAWING HAYE BEEN COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MINIMUM TECHNICAL STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE INFORMATION AND BELIEF -~\\\\llllllflll//f/11, WITNESS MY HAND THIS THE _____ DAY OF ----~ 2021 ; ~~'e, /*~~\;\ ALABAMA LICENSE # 26014 ~ i ~ i j lJ;.ft,,11vd'!4,,i "',,,/lo-····-._/;; "' ~,,,,,,111i1it1\\\\\\~ SURVEYOR DAVID E, DIEHL, PLS SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL. HARVEST GREEN EASTPHASE ONEA PLANNED UNIT DEVELOPMENTPROJ MGRFILEPROJECTSCALEDEDHARVEST GREEN EAST202109291"=60'CHKD.DEDDRAWN RDC0306012060 SCALESHEETOF23SEE SHEET 3 OF 3 FOR CONTINUATIONCivil (251) 990-6566880 HOLCOMB BLVDFAIRHOPE, AL 36532Engineering& SurveyingLEGEND:! -,-ITT ' I I I I \ \ / / \ / / / ( / / I / R~400.00' A=57.18' ,--140.0o'--,7 : 8~09SF I : I 0.20AC I L_soo·20·4o"w_J \ - - - ---r'X/Br: VJ CCC c cfbc-_,? , 1/?CAP I / CURVE C1 C2 C3 C4 cs C6 Cl CB C9 C10 C11 C12 C13 C14 C15 C1 6 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 C47 C48 C49 RADIUS ARC LENGTH 25.00' 39.25' 25.00' 46.37' 150.00' 55.66' 200.00' 59.70' 25.00' 39.27' 25.00' 39.27' 25.00' 39.27' 25.00' 37.97' 549.00' 28.56' 524.00' 27.26' 25.00' 13.73' 60.00' 60.58' 60.00' 27.63' 60.00' 27.63' 60.00' 20.78' 60.00' 15.07' 60.00' 24.74' 25.00' 13.73' 25.00' 40.57' 25.00' 37.97' 500.00' 23.51' 525.00' 24.69' 550 00' 7.30' 550.00' 18.57' 125.00' 17.31' 125.00' 49.28' 125.00' 49.28' 125 00' 49.28' 125.00' 31.82' 100.00' 157.58' 75.00' 118.19' 200.00' 37.64' 25.00' 41.88' 225.00' 42.34' 250 00' 11.44' 250.00' 35.60' 25.00' 39.29' 525 00' 52.63' 625 00' 169.59' 625.00' 159.24' 625.00' 10.35' 600.00' 99.75' 650.00' 19.61' 650.00' 60.27' 650.00' 59.76' 650 00' 36.74' 1994.97' 8.71' 1994.97' 1 s.00· 1944.97' 46.35' )7 = mE HYDRANT ~ = SEWER VALVE 6tJ = GAS VALVE ------:l = GUY WIRE CQ, = UTILITY POLE .A = UTILITY MARKER CHORD BEARING 544·40·54"[ N41 '22'0D"E N83'52'20"E N81"47'35"E s44·39'2o"E s4s·20•4o"w s44·39•2o"E S46'50'06"W N01'50'06"E s01·so·oo"w S19·03'33"w S05"52'01 "W sog·s2'oo"E s09·s2·oo"E s13·os·2o"E S03'58'34"W S22'58'55"W S19'03'32''W S43'09'54"E S46'50'06"W S01'58'43"W s01·ss'43"w S02'56' 44"W S01'35'55"W S03'20'08"E S1 S-35'51 "E S41'11 '15"E S63'46'38"E ss2·21 ·so"E S44'30'43"E S44' 30' 43"E N84"57' 12"E N31'34'12"E N84"57' 12"E N89'01 '59"E N83'38'31 "E sss·2s'10"E S23'04'34"E S18"10'28"E S18'38'56"E S10'52'31"E s21·11·06"E s25·os·o1 "E s21·33'47"E S15·7 5'24"E S12"01 '13"E S10·31 '34"E S10'51 '59"E S11'05'01 "E CMF D = CONCRETE MONUMENT FOUND CRF O = CAPPED REBAR FOUND CRS • = CAPPED REBAR SET (SE CIV1L) CHORD LENGTH 35.34' 40.00' 55.34' 59.48' 35.36' 35.36' 35.36' 34.42' 28.56' 27.26' 13.56' 58.04' 27.39' 27.39' 20.67' 15.03' 24.56' 13.56' 36.26' 34.42' 23.51' 24.68' 7.30' 18.57' 17.30' 48.96' 48.96' 48.96' 31.73' 141.78' 106.33' 37 58' 37.15' 42.28' 11.44' 35.57' 35.37' 52.61' 169.07' 158.81' 10.35' 99.64' 19.61' 60.25' 59.73' 36.74' 8.71' 1 s.00· 46.34' (J) = CONSENT JUDGEMENT FOR CONDEMNATION BEARING AND DISTANCE ALD0T = ALABAMA DEPARTMENT OF TRANSPORTATION RCAP = REINFORCED CONCRETE ARCH PIPE RCP = REINFORCED CONCRETE PIPE HW = HEADWALL = POST & WIRE FENCE = OVERHEAD P0'NER LINE = GAS LINE z--lEE-.~rl"'r•CiiZ-..:: HARVEST GREEN EASTPHASE ONEA PLANNED UNIT DEVELOPMENTPROJ MGRFILEPROJECTSCALEDEDHARVEST GREEN EAST202109291"=60'CHKD.DEDDRAWN RDC0306012060 SCALESHEETOF33SEE SHEET 2 OF 3 FOR CONTINUATIONCivil (251) 990-6566880 HOLCOMB BLVDFAIRHOPE, AL 36532Engineering& Surveying-7 i ~ N-J -7 I 8. I N ~~ -7 : 8 j ~ y_ J -7 -: Is :,:: I ~ ~ y_ J -7 I I I L J -7 / : ~ i I ~ /_ J -7 I -~ I I 7 ,_J -7 (i /I I I 'I /_ J ,_ J \ \ 108 7/y /<,~ I I -V}::r G:::s;;------1 '°G \ COMMON AREA 5 \ G.S. 2 6.27· AC \ 441703 SF 10.H AC "-\ \ \ S04"17'47"E 395.B1 0 'i' s01·59'2o"E 149.35' COMMON AREA 8 174192 SF ~.00 AC "'0, G.S. 4 <o, 2.95 AC S01"29'52"W z2.25' 75.00' ..._ 1§0.00' 75.00' r-~--7 ,----7 ~----7 / ~ I ~ ! }"J !-. 115 ~~ 114 ~8 113~Is ~~z " 1g1f/[ ~ ~ igt~o/[i; ~ I f 1 ~ ~-1 _____ .,..J L ____ c=cl L ____ .,..J 33.83' 7-5.0D' 75.00' ~ soo· 17:34"'w 230 29' __/ -75.00' 77.28'. ---------------,----7 ~ -\}:: ~ I i ~ 1tl ~ t ~ 111 ,-OJ 0.24 AC OJ ::t::_ I o::J CO I I z T I L _____ T -L---S00'45'33"E 3_67.90' ----+------. 18853' ----,-' G8J 75.00' 52.71' C'&)" l L ____ _J I jg I ~1 _w, 179.31 114.77' ,------7 I I I 88 I I 12570 SF I I 0.29 AC / L-s00·10·2o"w-J 1--139.35'--l 0 0 ~ ;:? N m I I " o §; I 87 I § \: / I 91...1 75.00' \' 65.42' 85.71' ;I ~,, 15.00'~ ,,, 95.02' I ~ I 10451 SF I ~, '1" >---~_-_s_oo_·_10_·2_o_"w_-_J __ ~.,.. ~ ~ C•102 ,----7 ,-----7 ro ~ _Y ~ I _n 25 90 ~ ~ 89 g 10488 SF ~ g 12184 SF 0.24 AC ~ I 0.28 AC I L_ ___ _J C78 c79 62.85' _ S00"45'33"E _ --, ------+--~,----+-c153 u; Cl ~ T, 81 ·"' 82 83 ,/; ti 11050 SF ~ ; 10980 ✓ (D N !;; 0.25/AC ~· ()10 7 // \_ ~ L,, ___ 7".'.:._J L __ _ / I 0 85 Qg' 82.11' 84.32' / j ;,1 fit 1c 00::,:~0N ~=:• '"';' 1 -,-_J ·~, 'X't,() 163161 SF CO .J.75 AC (9 I I I I -2~_-C/) I:::. t--------------,,--~---+~------,---~· v, N00'17'29"E 45 / w ~ ~ / I 0:: IN g1:.,I-Jlt-\-\ ~<O 7! /? f::, :;-I I I f ,--139.35 I 86 I I I 1138651'" 0.26 AC / "' ~,~ -,;10\\t-" 120 /' -! .. /. J 2 " 8 \-\s,B-00 , (FIRE STATION) 1 ~ -j~ :ii _ Rf>-?--'( cO -\ \ l 12 .,. "' CURVE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH C50 1969.97' 187.33' S13'07'30"E 187.26' C51 60.00' 26.09' SOD' 39'27"W 25.89' C52 90.00' 42.10' s00·17'08"E 41.72' C53 60.00' 28.08' S25"10'.31 "E 27.83' C54 90.00' 39.11' S26"08'07"E 38.80' C55 25.00' 38.26' S58' 14'07"E 34.63' C56 745.00' 30.39' S76'45'25"W 30.39' C57 25.00' 36.37' S27'08'38"W 33.25' C58 770.00' 1057.45' S38'35'00''W 976.29' C59 770.00' 62.36' S75' 36'20"W 62.34' C60 770.00' 692.06' S47'32'16"W 669.00' C61 770.00' 303.03' S10'30'55''W 301.08' C62 100.00' 155.45' S45"17'.36"E 140.27' C63 425.00' 590.22' s39·01'32"w 543.92' C64 745.00' 89.17' S72'09'35''W 89.11' C65 745.00' 59.17' s55· 1 s·os"w 89.11' C66 745.00' 89.17' S58'26'41 "W 89.11' C67 745.00' 30.14' S5.3"51'26"W 30.13' C68 60.00' 29.90' S38'25'13"W 29.60' C69 60 00' 30.54' S38'43'20''W 30.21' C70 60.00' 26.28' S65"50'56"W 26.07' C71 25.00' 14.49' S61'47'14''W 14.29' en 745.00' 50.42' S43' 14'24''W 50.41' C73 745.00' 89.17' S37'52'21 "W 89.11' C74 745.00' 89.17' S31'00'54"W 89.11' C75 745.00' 89.17' S24"09'27"W 89.11' C76 745.00' 89.17' s1T1a'oo"w 89.11' C77 745.00' 89.17' S10"26'.34"W 89.11' C78 745.00' 89.17' S03'35'07"W 89.11' C79 745.00' 11.90' S00' 18'05"E 11.90' C80 75.00' 116.59' S45'17'36"E 105.20' C81 25.00' 39.68' N44"42'24"E 35.64' C82 450.00' 70.70' N03" 44' 31 "E 70.63' C83 450.00' 70.70' N12'44'37"E 70.63' C84 450.00' 70.70' N21·44'44"E 70.63' C85 450.00' 70.70' N30"44'50"E 70.63' C86 450.00' 70.B7' N39"45'35"E 70.80' C87 123.00' 38.31' N35"20'58"E 38.15' C88 60.00' 34.97' N43"07'23"E 34.47' C89 60.00' 28.55' N73"27'10"E 28.29' C90 25.00' 12.63' N72" 36' 45"E 12.50' C91 450.00' 162.35' S68"28'28"W 161.47' C91 450.00' 32.32' N60"11'45"E 32.31' C92 450.00' 70.70' N66.45'16"E 70.63' C93 450.00' 59.34' N75"01 '58"E 59.29' C94 590.00' 92.70' S66'45'16"W 92.60' C95 590.00' 92.70' S57'45'10"W 92.60' C96 590.00' 92.70' S48'45'03''W 92.60' C97 590.00' 92.70' S39'44'57''W 92.60' C98 590.00' 92.70' S30"44'so"w 92.60' C99 590.00' 92.70' s21·44'44"w 92.60' C100 590.00' 92.70' S12'44'37"W 92.60' C101 590.00' 92.70' s03·44'31 "w 92.60' C102 605.00' 9.67' Noo·1 s'o5"w 9.67' C103 605.00' 72.41' N03"35'07"E 72.37' C104 605.00' 72.41' N10"26'34"E 72.37' C105 605.00' 72.41' N17'1 B'OO"E 72.37' C106 605.00' 72.41' N24"09'27"E 72.37' C107 605.00' 72.41' N31·00'54"E 72 . .37' C108 605.00' 72.41' N3T52'21 "E 72.37' C109 605.00' 72.41' N44"43'48"E 72.37' C110 605.00' 72.41' N51"35'14"E 72.37' C111 605.00' 72.41' N58"26' 41 "E 72.37' C112 605.00' 72.41' N65"18'08"E 72.37' C113 400.00' 82.48' S72'54'12"W 82.33' C114 400.00' 41.76' s54·00'2o"w 41.74' C115 60.00' 32.28' S45"36'11 "W 31.89' C116 60.00' 30.35' s44·40'49"w 30.02' C117 60.00' 23.75' S70'30'39"W 23.60' C118 25.00' 15.27' S64'21'17"W 15.03' C119 400.00' 66.30' S42'06'32''W 66.22' C120 400.00' 103,45' S29'57'06''W 103.16' C121 400.00' 103.45' S15'08'01 ''W 103.16' C122 400.00' 59.23' S03"28'58"W 59.17' C123 25.00' 38.86' S45"17'36"E 35.07' C124 125.00' 14.94' N86"24'17"W 14.93' C125 125.00' 59.31' N69"23'21 "W 58.75' C126 125.00' 59.31' N42"12'11"W 58.76' C127 125.00' 50.25' N1 T05'35"W 49.91' C128 125.00' 10.51' N03"10'04"W 10.51' C129 500.00' 207.59' N7T48'48"W 206.1 o' C130 525.00' 264.86' S75'15'16"E 262.06' C131 550.00' 224 99' S7T59'17"E 223.43' C132 25.00' 36.87' S23'40'22"E 33.62' C133 25.00' 38.47' N69"39'01 "E 34.78' C134 250.00' 88.86' N79"31 '30"W 88.39' C135 150.00' 53.31' N79'31 '30"W 53.03' C136 25.00' 39.27' N44·42'2s"w 35.35' C137 25.00' 39.27' N45"17'32"E 35.36' C138 795.00' 12.90' N26"02'03"E 12.90' C139 795.00' 72.27' N29"06'13"E 72.25' C140 795.00' 72.27' N34" 1 8' 44"E 72.25' C141 795.00' 72.37' N39"31 '28"E 72.35' C142 795.00' 20.00' N42"51 '11 "E 20.00' C143 146.00' 45.36' N34'40'23"E 45.1 s' C144 60.00' 29.15' N39.41'19"E 28.86' C145 60.00' 29.28' N6T35'01 "E 28.99' C146 25.00' 13.05' N66"36'35"E 12.90' C147 795.00' 32.53' N52"49' 44"E 32.53' C148 795.00' 72.27' N56'36'20"E 72.25' C149 795.00' 72.27' N61"48'51"E 72.25' C150 795.00' 61.16' N66"37'21 "E 61.14' C151 795.00' 73.13' S15'56'20"W 73.11' C152 795.00' 72.27' N10-41 '57"E 72.25' C153 795.00' 72.27' NOS-29'26"E 72.25' C154 795.00' 50.58' N01"03'49''E 50.57' z--lE~~.,.,_...,c::z_...,: 7$%/(2)&217(176&&&29(5*5$',1* '5$,1$*(3/$1&216758&7,21'(7$,/66,7( 3$9(0(17'(7$,/6&216758&7,21'(7$,/6:$7(5'(7$,/6&&''(526,21 6(',0(17&21752/3/$1'HYHORSHU93D\'LUW//&:RRGURZ/DQH6XLWH6SDQLVK)RUW$/&216758&7,21'(7$,/6(526,21&21752/'(7$,/6'''35(/,0,1$5<3/$7&&87,/,7<3/$133336,'(:$/.675((7/,*+7 6,*1$*(3/$15.QRZZKDW VEHORZEHIRUH\RXGLJ&DOO&/($5,1**58%%,1* '(02/,7,213/$1&&PROPOSED CONSTRUCTION PLANSforHarvest Green EastPhase 1$/6WDWH+Z\)DLUKRSH$/0LOH0DUNHU1RUWK7XUQRXW0LOH0DUNHU6RXWK7XUQRXWPRELIMINARY3/$1 352),/(652$':$<6&& 321'3/$1 287)$//'(7$,/6Civil Engineering& Surveying+ROFRPE%OYG6WH))DLUKRSH$/REVISIONS:NO.REVISIONDATE APPR.5(9,6,2163333 3/$1 352),/(6',7&+(6POSTED/DESIGN SPEED LIMIT: 20 MPH&52666(&7,21652$':$<6;6;60INITIAL FAIRHOPE SUBMITTAL9/28/21 TLS&*(1(5$/127(6&216758&7,21'(7$,/66(:(5'(7$,/6'&217$&76*$6'(3$570(17&,7<2))$,5+23(057(55<+2/0$16287+6(&7,21675((7)$,5+23($/$%$0$:$7(5 6(:(5'(3$570(17&,7<2))$,5+23(05-$621/$1*/(<6287+6(&7,21675((7)$,5+23($/$%$0$%8,/',1*'(3$570(17&,7<2))$,5+23(05(5,.&257,1$66287+6(&7,21675((7)$,5+23($/$%$0$5,9,(5$87,/,7,(6056&2776/,*+(/$85(/$9(18()2/(<$/$%$0$3/$11,1*=21,1*'(3$570(17&,7<2))$,5+23(05+817(56,002166287+6(&7,21675((7)$,5+23($/$%$0$38%/,&:25.6'(3$570(17055,&+$5'-2+16211257+6(&7,21675((7)$,5+23($/$%$0$&,7<2))$,5+23(&&9,&,1,7<0$3176^/d$/'27'(7$,/6 127(6''ENGINEER'S CERTIFICATEI, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certifythat I have reviewed the design herein which was done under my direct control and supervision and that, to the best of myprofessional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope MunicipalCode and to all other rules, regulations, laws, and ordinances applicable to my design.Project EngineerOctober 20th, 2021Name of Project to which this Certificate Applies: Harvest Green East - Phase1.Plans which are certified consist of Pages Cover Sheet thru Sheet XS19.&52666(&7,216',7&+(6;6;63333 672506(:(5352),/(61FAIRHOPE RESUBMITTAL10/20/21 TLS 6+((7&-5%'5$:1'$7(6&$/(-2%1R1766($/$)),;5(9,6,21'$7(*(1(5$/127(6Civil Engineering& Surveying+ROFRPE%OYG6WH))DLUKRSH$/123527(&7('75((6:,//%(5(029(''(6758&7,9(/<'$0$*('087,/$7('5(/2&$7('',6),*85(''(6752<('&87'2:125(;&(66,9(/<3581(''85,1*7+(&2175$&7256+$//)$0,/,$5,=(7+(06(/9(6:,7+$//2)7+((;,67,1*&21',7,216$77+(6,7(,1&/8',1*87,/,7,(6685)$&(6(7&$1'6+$//%()8//<5(63216,%/()25$1<'$0$*(67+(<&$86(721(:$1'(;,67,1*&216758&7,213523(57<$1'$1<81$87+25,=('',65837,217287,/,7,(6216,7($1'72$'-$&(173523(57,(635,2572&216758&7,21(;,67,1*87,/,7,(6$7352326('&211(&7,216$1'&5266,1*66+$//%(),(/'(;&$9$7('729(5,)</2&$7,216(/(9$7,21$1'6,=(127,)<7+((1*,1((5,00(',$7(/<:,7+$1<'(9,$7,21625&21)/,&76&216758&7,21$&7,9,7,(6&2175$&7256+$//%(5(63216,%/()25$//5(/2&$7,216,1&/8',1*%87127/,0,7('(;,67,1*6758&785(6:,7+,1&216758&7,21/,0,76$5(72%($%$1'21('5(029('255(/2&$7('$61(&(66$5<$//&2676+$//%(,1&/8'(',17+(%$6(%,'72$//87,/,7,(667250'5$,1$*(6,*1675$)),&6,*1$/6 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6/,672)0$7(5,$/6$1'$33529('0$18)$&785(56Harvest GreenEast SubdivisionFairhope, Alabama 36532127(67+,66,7(6+$//$'+(5(727+(5('62,/$1'&/$<25',1$1&(5('62,/$1'&/$<,6352+,%,7(':,7+,1 2)&5,7,&$/$5($6,1&/8',1*:(7/$1'6$1'675($067+,66,7(6+$//$'+(5(727+(&,7<2))$,5+23(:(7/$1'25',1$1&(12',6785%$1&(,6$//2:(':,7+,17+( :(7/$1'%8))(5,1&/8',1*&/($5,1*$&7,9,7<5('62,/ &/$<6+$//127%(86(',1321'&216758&7,21$63(55('62,/ &/$<25',1$1&( $/'273$5&(/'(/,1($7(':(7/$1'6POLENTA AVE.HULLER AVE.ALFALFA ST.3,1$ '&257()/367+:<)$,5+23($/,167580(17PHASE 1PHASE 2PHASE 1PHASE 2PHASE 1PHASE 2PHASE 1PHASE 2PHASE 1PHASE 2PHASE 1PHASE 2ALFALFA ST.POLENTA AVE.HULLER AVE.MILLET AVE.TILLAGE ST.TILLAGE ST.PHASE 1PHASE 27(03$/'27&2167($6(0(17 :(7/$1'%8))(5MILLET AVE.3$5.67$7(+,*+:$<5:9$5,(66&$/(6+((7&-5%'5$:1'$7(6&$/(-2%1R 6($/$)),;5(9,6,21'$7(5.QRZZKDW VEHORZEHIRUH\RXGLJ&DOO&/($5,1**58%%,1* '(02/,7,213/$1Civil Engineering& Surveying+ROFRPE%OYG6WH))DLUKRSH$//(*(1'&/($5,1*/,0,76Harvest GreenEast SubdivisionFairhope, Alabama 36532/ _--::: / ( __ _,, __ I I --~ I ~,,.,-~--I I I ) --------\--\ \ ---\ \ ' \ ~ --I I ,-,~ / , , , I , I , r, ' ' 1 , 1 ' I I \ \ \ \ ._::-------------------/ I -----__., 7(03$/'27&2167($6(0(17$/'273$5&(/3(/93(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3( THRESHING BLVD.BUSHEL LOOP3,1$,&-5/$1'$,&257(,,,)/367+:<)$,5+23($/,167580(17+:+:5&3,19 ,19 ,19 ,19 &33 PHASE 1PHASE 2 PHASE 1PHASE 2PHASE 1PHASE 2BUSHEL LOOP3$5.3$5.322/0$,/23(1),5(67$7,21'(',&$7(')25553/$<6&$/(6+((7&-5%'5$:1'$7(6&$/(-2%1R 6($/$)),;5(9,6,21'$7(5.QRZZKDW VEHORZEHIRUH\RXGLJ&DOO&/($5,1**58%%,1* '(02/,7,213/$1Civil Engineering& Surveying+ROFRPE%OYG6WH))DLUKRSH$//(*(1'&/($5,1*/,0,76Harvest GreenEast SubdivisionFairhope, Alabama 365325(029((;,67,1*'5,9(:$< &8/9(575(029((;,67,1*&8/9(57I J_/ \ 1 /1 o__ _c;,/ I _j i / 1/ 'f-L _Li --/ 0 / I I-/ I I / / I I I O / / I / / / $/'273$5&(/'(/,1($7(':(7/$1'6POLENTA AVE.HULLER AVE.ALFALFA ST.3,1$ '&257()/367+:<)$,5+23($/,167580(17+:+:;5&$35&35&3+:+:,19,19 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I I ~ LO::,,. 1=1 1-1 - -\ \ \ z IE.,< 7 \ 7(03$/'27&2167($6(0(17$/'273$5&(/ THRESHING BLVD.BUSHEL LOOP3,1$,&-5/$1'$,&257(,,,)/367+:<)$,5+23($/,167580(17+:+:;5&$3,19 ,19 +:,19 5&3,19 :(7321'7232)321' %277202)321' 1:6( '+:<5 '+:<5 PHASE 1PHASE 2 6$)(7<%(1&+6$)(7<%(1&+6$)(7<%(1&+6$)(7<%(1&+PHASE 1PHASE 2PHASE 1PHASE 26$)(7<%(1&+:(7321' BUSHEL LOOP3$5.3$5.322/0$,/23(1),5(67$7,21'(',&$7(')25553/$<&'''''''''(((')))))****&) ++(--'))')'(*,167$//&21&5(7(',7&+'6(('(7$,/ '5$,1$*(($6(0(17 '5$,1$*(($6(0(1767250/,1('6758&785('0(6'-%'-%'6'6'6'6'6'-%'-%'6'6'6'(7$,/6""" ,19,1 5,0 ,19,1 ,19287 5,0 ,19,1 ,19287 7+52$7 ,19,1 ,19,1 ,19,1 ,19287 7+52$7 ,19,1 ,19287 7+52$7 ,19,1 ,19287 7+52$7 ,19,1 ,19287 7+52$7 ,19287 5,0 ,19,1 ,19287 5,0 ,19,1 ,19287 7+52$7 ,19,1 ,19287 7+52$7 ,19287 7+52$7 ,19287 67250/,1('1$0(6,=( 7<3(5&35&35&35&35&35&35&35&35&35&35&35&3/(1*7+/)/)/)/)/)/)/)/)/)/)/)/)6/23(67250/,1((6758&785((0(6(-%(6(6(','(7$,/6""" ,19,1 5,0 ,19,1 ,19,1 ,19287 7+52$7 ,19,1 ,19287 7+52$7 ,19287 5,0 ,19287 67250/,1((1$0(6,=( 7<3(5&35&35&35&3/(1*7+/)/)/)/)6/23(67250/,1()6758&785()0(6)-%)6)6)6)6):,):,)6'(7$,/6""" ,19,1 5,0 ,19,1 ,19287 7+52$7 ,19,1 ,19287 7+52$7 ,19,1 ,19287 7+52$7 ,19,1 ,19,1 ,19287 7+52$7 ,19,1 ,19287 7+52$7 ,19,1 ,19287 7+52$7 ,19287 7+52$7 ,19287 67250/,1()1$0(6,=( 7<3(5&35&35&35&35&35&35&35&3/(1*7+/)/)/)/)/)/)/)/)6/23(67250/,1(*6758&785(*0(6*-%*6*6*6'(7$,/6""" ,19,1 5,0 ,19,1 ,19287 7+52$7 ,19,1 ,19287 7+52$7 ,19,1 ,19287 7+52$7 ,19287 67250/,1(*1$0(6,=( 7<3(5&35&35&35&3/(1*7+/)/)/)/)6/23(67250/,1(+6758&785(+0(6+0(6'(7$,/6""" ,19,1 """ ,19287 67250/,1(+1$0(6,=( 7<3(5&3/(1*7+/)6/23(67250/,1(-6758&785(-0(6-2&6'(7$,/6""" ,19,1 5,0 ,19287 67250/,1(-1$0(6,=( 7<3(5&3/(1*7+/)6/23(,19287 ,19287 ,19287 ,19287 ,19,1 ,19287 ,19,1 ,19287 6&$/(6+((7&-5%'5$:1'$7(6&$/(-2%1R 6($/$)),;5(9,6,21'$7(5.QRZZKDW VEHORZEHIRUH\RXGLJ&DOO*5$',1* '5$,1$*(3/$1Civil Engineering& Surveying+ROFRPE%OYG6WH))DLUKRSH$/Harvest GreenEast SubdivisionFairhope, Alabama 36532I I - -I I I r-r\ I " I '\ I __.1_,,,="-4' I I " \ \ / \ \ \ ~/':/ / / / / / ~ I I ~ I -I -------1----I I I ~--t~~1 z--■E~~~<-.iiiiiiiiiiiiiiiiiiiiiiiiii::< $/'273$5&(/'(/,1($7(':(7/$1'6POLENTA AVE.HULLER AVE.ALFALFA ST.3,1$ '&257()/367+:<)$,5+23($/,167580(17PHASE 1PHASE 2PHASE 1PHASE 2PHASE 1PHASE 2PHASE 1PHASE 2PHASE 1PHASE 2PHASE 1PHASE 2ALFALFA ST.POLENTA AVE.HULLER AVE.MILLET AVE.TILLAGE ST.TILLAGE ST.PHASE 1PHASE 27(03$/'27&2167($6(0(17 :(7/$1'%8))(5MILLET AVE.3$5.67$7(+,*+:$<5:9$5,(6;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;),3),3),3),3232323),3&,3),3&,3&,3),3),3),3),3&,3),3&,3),3&,3),3&,3),3&,3&(3&,3),3&,3),3&,3),3&,3),3),3&,3&,3),3),3&,3),3&,3),36%6%6%6%::::::::::763608763608763608763608763608763608763608763608763608763608763608763608763608,167$//7216&/$665,35$3,167$//7216&/$665,35$3,167$//7216&/$665,35$362'321'%$1.6,00(',$7(/<8321&216758&7,21:::6%6%6%,167$// ',$0(7(57(0325$5<7851$5281',167$// ',$0(7(57(0325$5<7851$5281'6&$/(6+((7&-5%'5$:1'$7(6&$/(-2%1R 6($/$)),;5(9,6,21'$7(5.QRZZKDW VEHORZEHIRUH\RXGLJ&DOO(526,21 6(',0(17&21752/3/$1Civil Engineering& Surveying+ROFRPE%OYG6WH))DLUKRSH$/Harvest GreenEast SubdivisionFairhope, Alabama 36532),36%&(3/(*(1'087636(&%23'9&,3),3&,3:) / ~----I / __ ---::::...__ ~/ ----"'-~ I I 1 1 1 1 I I \ I I ' ' I ' I I --------\---\ \ ---\ ' ~ --I I --\-\ \ \ " \ ... ,. ~ 7' ____ , --------\ \ \ \ 0 ~a. 0 SElllE<T BARRER ' 0 '""" llROP INLET PROlECll"' ' -0 Ull.CHING 0 """""'" SEE>NG 0 PERIIAIDT SEE>NG ~o fml~CONTin 0 OOTlET PROTECTKM< -0 ...... ON 0 ""8NfT PROTECTKM< 0 S1RA.WWAT11..ES CD~p~ 7(03$/'27&2167($6(0(17$/'273$5&(/3(/93(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3(3( THRESHING BLVD.BUSHEL LOOP3,1$,&-5/$1'$,&257(,,,)/367+:<)$,5+23($/,167580(17 PHASE 1PHASE 2 PHASE 1PHASE 2PHASE 1PHASE 2 BUSHEL LOOP8*78*78*73$5.3$5.322/0$,/23(1),5(67$7,21'(',&$7(')25553/$<;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;),3),3),3),3),323232323232323),3&,3),3&,3),3&,3&,3),3&,3),3),3&,3),3&,3),3),3&,3),3&,3),3&,3),3),3&,3),3&,3),3&,3),3&,3&,3),36%6%6%),3&,3),36%6%&(3:::::::),3&,3763608763608763608763608763608763608763608763608763608763608763608),3,167$//7216&/$665,35$3,167$//7216&/$665,35$3,167$//7216&/$665,35$3,167$//7216&/$665,35$3,167$//7216&/$665,35$3,167$//7216&/$665,35$3,167$//7216&/$665,35$3),3,167$//6.,00(56(('(7$,/,167$// ',$0(7(57(0325$5<7851$5281'&,3),36&$/(6+((7&-5%'5$:1'$7(6&$/(-2%1R 6($/$)),;5(9,6,21'$7(5.QRZZKDW 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"--I I " :-i " I : I I I I I L "'--------~----) ___ / -----------------------------------------i I J_ I I I --__ J ___ J __ l __ _\ \ / I I j I I ~-----C=:::J C=:::J E:=J C=:::J Open PARK PARK PARK PARK OPEN TEMP. ALDOT CONST. EASEMENT ALDOT PARCEL ALDOT PARCELDELIN E A T E D WETL A N D S 117118119120121121117118119120 118119120125126127128129 118 119120121122123117123 124125126127128 113114115113114117118119120121122123118119120121122123113114115116117106107108109110111112113114115116117108109110 111 112113114115116117 120108109110111112113114115116117118119 116116117117118119110111112113114115116 117118 119 120108109107107108109110111112113114115116117118119120121122123122123 120 121 119 119120124122123121122123124121117118119115116 117118119118119120120120 121 122119119120122123121125 123 122123121 107108109110106105104104 10399100101102103104105106107108109110111112113114115116117118119120121114115116117118119120121120121 119118119 120 121122130129122123124125126127128107108109110111112113114115116117118119 120 121102103104105102103104103104102989910010110298 99 100 101 102 103 104 105 106 107 108 109 110 1111121131141151161171189697 98 99100101102103104105106 107 108109 110 111 112 113 114 115 116 92 93 94 959697 98 99 100 101 102 103 104105 89 909192939495969899100101102103104 919293949596979899100101102103104105106107108109110111112105106107 108 109110111112 103104114115116106107108109110111112104105106107108109110111112113114115116117118119120120 119 929394 9596 97 98 99100101102103104105106107108109110102103104105106107108109110111105106107108109110111 108106 107 THRESHING BLVD.GLEANING ST.BUSHELL LOOPBUSHELL LOOPFALLOW CIR.SORGHUM ST.MILLET AVE.POLENTA AVE.HULLER AVE.ALFALFA ST. 05-46-01-02-0-000-001.503 PIN: 14535 A.I.C., JR LAND A.I. CORTE, III, FLP 23100 ST HWY 181 FAIRHOPE, AL 36532 INSTRUMENT 1358159 05-46-01-02-0-000-001.505 PIN: 14396 BERTOLLA PROPERTIES, LLCPO BOX 1527DAPHNE, AL 36526INSTRUMENT 613831 05-43-07-35-0-000-006.000 PIN: 8598 A&D CORTE, FLP 23100 ST HWY 181 FAIRHOPE, AL 36532 INSTRUMENT 1127132 HWHW 13-1/2"X22"RCAP HWHWHWHW 18" RCP13-1/2" X 22" RCAP15" RCP (2) 42" RCPHWHW INV 115.43'INV 117.41' HW INV 101.23' 30" RC P INV 97.30' INV 104.31'INV 104.37'6" RCPINV 97.15'36" RCPINV 99.13'INV 101.56'INV 102.82'18" CPPINV 117.16'INV 119.05'INV 118.2518 RCPINV 117.56'INV 117.04'INV 111.93'INV 111.93' INV 111.96'INV 111.96' HWL HW 24" RCPINV 120.61'INV 120.18' WET POND 5 TOP OF POND=100.00 BOTTOM OF POND=90.00 NWSE=95.00 DHW(25-YR)=97.93 DHW(100-YR)=98.91 WET POND 4 TOP OF POND=119.00, BOTTOM OF POND=109.00 NWSE=114.00, DHW(25-YR)=117.02, DHW(100-YR)=117.95 WET POND 3 TOP OF POND=110.00 BOTTOM OF POND=100.00 NWSE=105.00 DHW(25-YR)=107.77 DHW(100-YR)=108.69 STATE HWY 181 R/W VARIES RI/RO RI/RO FULL ACCESS (PER ALDOT) PHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 FIRE STATION DEDICATED FOR STATE HWY 181 R/W VARIES ALFALFA ST.POLENTA AVE.HULLER AVE.MILLET AVE.TILLAGE ST.TILLAGE ST. SAFETY BENCH SAFETY BENCH SAFETY BENC H SA F E T Y B E N C H SAFETY BENCH S A F E T Y B E N C H SAFETY BENCH SAFETY BENCH BUSHELL LOOPPHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 05-43-07-35-0-000-007.000PIN: 63504A&D CORTE, FLP23100 ST HWY 181FAIRHOPE, AL 36532INSTRUMENT 1127128 05-46-01-02-0-000-001.507PIN: 77573A&D CORTE, FLP23100 ST HWY 181FAIRHOPE, AL 36532INSTRUMENT 1127130 WET POND 1 TOP OF POND=120.00 BOTTOM OF POND=112.00 NWSE=117.00 DHW(25-YR)=119.12 DHW(100-YR)=119.55 SAFE T Y B E N C H SAFETY BENCHSAFETY BENCHWET POND 2 TOP OF POND=110.00 BOTTOM OF POND=96.00 NWSE=101.00 DHW(25-YR)=107.02 DHW(100-YR)=109.04 SAFET Y B E N C H SAF E T Y B E N C H SAFETY BENCHTEMP. ALDOT CONST. EASEMENT 120 117 116 112 120 120 117 110 110 100 105100110113100 11 0 11 3 105 110 104 100 110110105100104113 110 105 100 104 BU S H E L L L O O P DELINEATEDWETLANDS 109 113 114 120119 119118 120 119 114 95 100 94 90 110 95 100100 9594 90 105 100 95 108 100 95 98 10030'WE T L A N D B U F F E R ST R E A M B U F F E R WET L A N D B U F F E R STREAM BUFFER30'W E T L A N D B U F F E R WETL A N D B U F F E R S T R E AM B U F F E R WETLAND BUFFERSTREAM BUFFER STREA M B U FFE R 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 120 89909192 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111112113114115116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142143144145146147148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164165166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182183 184 185 186 187 188 189 190 191 192 193 194195 196 197 198 199 200 201 202 203 204 205 206207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 111 115 12012112 0 120 1181 1 9 119 1 2 0 117116117118 118 117 1 1 71161 1 6117118115113117115113 12011911 7 115 114 116 117 11411 2 110 110109 122 122 121120118118119120121 122 121121123 122126125123128125124122118 123122121120 120121 12612 5 1 2 4 122125 127128 129129123 122 121 120 124125126 1271261251241251261271231241231221211201231221211241191181171161151141191201211221201191 1 0 112 108 108109110111SS SS SS SSSS SS SSSSSSSSSSSSSSSS SSSSSSSSSSSSSS SS SSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS113114 115112114 121 20" PE 20" LV 24" PE 36" PE 24" PE 20" PE 22" PE 24" PE 20" PE20" PE 20" PE 36" PE34" PE 48" PE 21" PE 20" PE20" PE 20" PE 20" PE 36" PE 48" PE 36" PE 48" PE 32" PE 20" PE 20" PE 20" PE 20" PE 20" PE 20" PE 20" PE 20" PE 23" PE 24" PE 24" PE 21" PE 27" PE 32" PE 22" PE 28" PE 22" PE 24" PE 20" PE 36" LV 25" LV 60" LV 36" LV 32" LV 28" CE 60" LV 22" LV 48" LV 48" LV 28" LV 29" LV 36" LV 61" LV 35" LV 21" WO 31" LV 32" LV 28" LV 20" LO20" LO 24" LO 20" LO 34" LO 36" CE 48" LV28" LV 28" LO 25" MA 35" LV 48" LV 34" LV 32" LV 20" LO 20" LO 22" LO 24" LO22" WO 34" WO48" LO 36" LV 36" LV 32" LV 20" LV 30" HI 28" LO 65" LV 41" LV 52" LV 26" LO 25" LV 25" MA 24" LV 33" LV 26" LV 20" LO 20" LO 22" LO29" LO 26" LO 20" LO 20" PN 23" WO 00150'300'N O R T HScale: 1"= 150'TREE PRESERVATION & REMOVAL PLAN1TREE PRESERVATION NOTESTREE PROTECTION1/4" = 1'-0"Maintain existinggrade with the treeprotection fenceunless otherwiseindicated on theplans.2" x 6' steel postsor approved equal.5" thicklayer of mulch.Notes:1- See specifications for additional treeprotection requirements.2- If there is no existing irrigation, seespecifications for watering requirements.3- No pruning shall be performed exceptby approved arborist.4- No equipment shall operate inside theprotective fencing including during fenceinstallation and removal.5- See site preparation plan for anymodifications with the Tree Protectionarea.SECTION VIEWKEEP OUTTREEPROTECTIONAREA8.5" x 11"signlaminated inplastic spacedevery 50'along thefence.URBAN TREE FOUNDATION © 2014OPEN SOURCE FREE TO USETree Protectionfence: High densitypolyethylene fencingwith 3.5" x 1.5"openings; Color-orange. Steel postsinstalled at 8' o.c.2FX-PL-FX-TRMT-02__l_ > \ ,,·, -cc .. 7""~=:::::=:::::-M-~• X JREF SlJRYfY DISC! AIMER· 1. ALL TREE SURVEY INFORMATION HAS BEEN PROVIDED TO LANDSCAPE ARCHITECT BY S.E. CIVIL. JREF PRESERVATION /REM OYA I NOTES· J 1. ALL TREES PROPOSED FOR REMOVAL ARE SHOWN IN A SHADE OF GRAY W/ AN •x• ON TOP, WHILE ALL TREES TO BE PRESERVED ARE SHOWN IN BLACK. 2. TREES IN EXCESS OF 2D~ IN DIAf.iETER ARE CONSIDERED PROTECTED. 3. FOR THE FIRST EFFORTS OF CONSTRUCTION, THE DEVELOPER LOOKS TO ONLY REMOVE TREES TO WHERE THE ROADS, PONDS, OR UllLlllES WILL BE LOCATED. DURING HOME CONSTRUCTION, EACH LOT HOME BUILDER MAY ELECT TO SAVE OR REMOVE TREES ON THE LOT AS DEEf.iED NECESSARY. 1---------------------------~~~-~==~I rn HARVEST GREEN EAST -TREE PRESERVATION CREDITS -Sec. 20.5-4(m) Tol!II Tresi'To Be Prei.erved: Totcil Tr&e Credit.Iii E'ornied: Cllll:!Jrul!!S, ~ io'' a.,va llllnolnemb .2.1" Ca,ya illinoinensk 22" Ol,ya lllinolnensls 2A" "'""' illlnoii'ltt1iii 28" C.,ya llliflOlnensk :lA" C.,ya llllnofnNlsk lo" O,,ya lllfnoT11~sb .... Ol,ya jlltnofnl!fflk 30" Ca,ya ... 11f' Junptnt~ vitgint:ina lo" Junptrus vfrglnl:tn1 2S" MaS®llo e,amllrollil io'' ....... ... io'' Qu,1rcu1-~urifolra 22" Quercus lilurifo1Lo 24" °'-t,1rcus i.u,1ro1i, l6" Quer~i l.lurlfoll.i 111" Quercus l.aurifo1ta 29'' Quercus laurifoir.a 34" Qut!!tCUS l.aurifolta .... Queran ta.u,,foUa 11" O,Uerau. nlgra. 22" Ollera.1:5 ni,gra 23" Querc:t.1:. "O!"' 34" Qu@rC'U~ ni,gr.a io'' Que,cus. Wginiana 22" °'-tClfCUS virglnfan1 l4" Quercu5 WBfr,1in1 2S" Querws ""Ii"""' 26" Qu,ercu5-virglniana 28'' Quucu5 wginfana 29'' Quero.is wginlilna 31" Querc:us Vl'&[nt.ana 32'' Outf'd.15, vtl!inlano 33" OueJCU:. virglf'l~n.a 34" Que,a.1:5 'llfrglnlilnil 35'' QuerCU5 ~giQi.ana 36" 0,U,MCUS vi'ginlana 41" Ql.l!rCUS vi'gini.ana 48'' o.u,,,cus vi'gini:a.na S2" Quercu!I Wg1Qial'li 00'' Ouoe,cu, virglnJ.an1 61'1 Querw5-wglnlan.a 6s'' Quera.15 w.-ginl.;ana TREE REMOVAL Tcual TrNs To 8• Removed'. To\~ TtN Oebi\1-CQMhHUiti!itdl:: _gr( cee:cu:cs ei:e.m&:E P«.i.n 12 2 P«an Pecan P«o:n l'«<o Peoao P°"'n Pean Hrdory Cl!'dar Cedar Magnoliai p;.., LaurelOak l.ai1.1rf10tk 1 Llurel01~ J..aurelOak J..urelOak LaurelOak Laure.loa, 1.aU~IOallc w'11tet"o.ak Watet"o.ak W,i11tet"Oilk WatHo.iJc. Uw! O.ak UY• O.k UweO-aik Uwee>ik Owl!Oa'k I.NeOa'k liwl!Oa'k lNeO.a.k l U!aieO.a-k 4 Owe Oak I u..o.~ liweOak lN!O.ak liw!O.a.k 1 u~eO.ak • UweOo.~ 1 Uwe Oak LiweOak I.Ne Oak 00,tl ~ ~ COMMQNNAME JllY OEQITSPERTREE '111' C.,va lllloolnensb P<ao 6 2 Jl" Ca.~ IUlno.l,11:11515" Pec:.,11 13" Clrv;, IUEnolp~sb, Peari 24'' Cary.a illtl'lolnensls Pecan 271 Cary.a iil[nolnens&-Pl!Gln 32'' Cary.a illinolnenYS' Pl!GIA Crown drip line or other limit of Tree Protection area. See tree preservation plan for fence alignment. 93 Trees 31.!Credls ]:gl6L C:f£QIIS 24 • ~ u 4 16 18 3-4 9 3-16 ,. 20 • 24 s 14 13T,aas 33Dtb«s TOTAL DEBITS 12 2 landscape architecture land planning placemaking Foley, Alabama ,!!! P. 251.948.7181 ii MobMe, Alabama P. 251.344.+023 ·•-l,. ,...JJackson,Mississippi .A..: __. -.: __. P. 601. 790.0781 D ES I G N Peasocolc, Flccldc P. 850.20.3.4252 landscape architects www.was-design.cam [Ni]@LJ li'@ffi!~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. ..,, .... ___ -----------No. Date Revisions / Submissions _ 09.25.21 _Cf1Y_S_UB_M_ITI_AL _____ _ ---------------------------------------------------------------------------SW ,..., vrw Checked 213163-123 Project No. 09.24.21 Sheel:Tltle TREE PRESERVATION & REMOVAL PLAN Sheet No. TPlOO Open PARK PARK PARK PARK OPEN TEMP. ALDOT CONST. EASEMENT ALDOT PARCEL ALDOTPARCELDELIN E A T E D WETLA N D S 117118119120121121117 118 119120118119120125126127128129 118 119120121122123117123 124125126127128 113114115113114117118119120121122123118119120121122123113114115116117106107108109110111112113114115116117108109110 111 112113114115116117 120108109110111112113114115116117118119116116117117 118119110111112113114115116 117118 119 120108109107107108109110111112113114115116117118119120121122123122123 120 121 119 119120124122123121122123124121117118119115116 117118119118119120120120 121 122119119120122123121125 123 122123121 107108109110105104104 10399100101102103104105106107108109110111112113114115116117118119120121114115116117118119120121120121119118119120 121122130129122123124125126127128107108109110111112113114115116117118119 120 121102103104105102103104103104102989910010110298 99 100 101 102 103 104 105 106 107 108 109 110 1111121131141151161171189697 98 99100 101102103104105106 107 108 109 110 111 112 113 114 115 116 92 93 94 959697 98 99 100 101 102 103 104105 89 909192939495969899100101102103104 919293949596979899100101102103104105106107108109110111112105106107 108 109110111112 103104114115116106107108109110111112104105106107108109110111112113114115116117118119120 120 119 929394 9596 97 98 99100101102103104105106107108109110102103104105106107108109110111105106107108109110111 108106 107 THRESHING BLVD.GLEANING ST.BUSHELL LOOPBUSHELL LOOPFALLOW CIR.SORGHUM ST.MILLET AVE.POLENTA AVE.HULLER AVE.ALFALFA ST. 05-46-01-02-0-000-001.503PIN: 14535A.I.C., JR LAND A.I. CORTE, III, FLP23100 ST HWY 181FAIRHOPE, AL 36532 INSTRUMENT 1358159 05-46-01-02-0-000-001.505 PIN: 14396 BERTOLLA PROPERTIES, LLCPO BOX 1527DAPHNE, AL 36526INSTRUMENT 613831 05-43-07-35-0-000-006.000PIN: 8598A&D CORTE, FLP 23100 ST HWY 181FAIRHOPE, AL 36532INSTRUMENT 1127132 HWHW 13-1/2"X22"RCAP HWHWHWHW 18" RCP13-1/2" X 22" RCAP15" RCP (2) 42" RCPHWHW INV 115.43'INV 117.41' HW INV 101.23' 30" RC P INV 97.30' INV 104.31'INV 104.37'CPINV 97.15'36" RCPINV 99.13'INV 101.56'INV 102.82'18" CPPINV 117.16'INV 119.05' INV 117.56'INV 117.04'INV 111.93'INV 111.93' INV 111.96'INV 111.96' HWL HW 24" RCPINV 120.61'INV 120.18' WET POND 5 TOP OF POND=100.00BOTTOM OF POND=90.00 NWSE=95.00 DHW(25-YR)=97.93 DHW(100-YR)=98.91 WET POND 4TOP OF POND=119.00, BOTTOM OF POND=109.00NWSE=114.00, DHW(25-YR)=117.02, DHW(100-YR)=117.95 WET POND 3TOP OF POND=110.00 BOTTOM OF POND=100.00 NWSE=105.00DHW(25-YR)=107.77DHW(100-YR)=108.69 STATE HWY 181 R/W VARIES RI/RO RI/RO FULL ACCESS (PER ALDOT) PHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 FIRE STATION DEDICATED FOR STATE HWY 181 R/W VARIES ALFALFA ST.POLENTA AVE.HULLER AVE.MILLET AVE.TILLAGE ST.TILLAGE ST. SAFETY BENCH SAFETY BENCH SAFETY BENC H SA F E T Y B E N C H SAFETY BENCH S A F E T Y B E N C H SAFETY BENCH SAFETY BENCH BUSHELL LOOPPHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 05-43-07-35-0-000-007.000PIN: 63504A&D CORTE, FLP 23100 ST HWY 181 FAIRHOPE, AL 36532INSTRUMENT 1127128 05-46-01-02-0-000-001.507PIN: 77573A&D CORTE, FLP 23100 ST HWY 181 FAIRHOPE, AL 36532INSTRUMENT 1127130 WET POND 1TOP OF POND=120.00 BOTTOM OF POND=112.00 NWSE=117.00 DHW(25-YR)=119.12DHW(100-YR)=119.55 SAFE T Y B E N C H SAFETY BENCHSAFETY BENCHWET POND 2 TOP OF POND=110.00BOTTOM OF POND=96.00 NWSE=101.00 DHW(25-YR)=107.02 DHW(100-YR)=109.04 SAFETY B E N C H SAFE T Y B E N C H SAFETY BENCHTEMP. ALDOT CONST. EASEMENT 120 117 116 112 120 120 117 110 110 100 10510011011310 0 11 0 11 3 105 110 104 100 110110105100104113 110 105 100 104 BU S H E L L L O O P DELINEATEDWETLANDS 109 113 114 120119 119118 120 119 114 95 100 94 90 110 95 100100 9594 90 105 100 95 108 100 95 98 10030'WE T L A N D B U F F E R ST R E A M B U F F E R WET L A N D B U F F E R STREAM BUFFER30'WE T L A N D B U F F E R WETLA N D B U F F E R S T R E A M B U F F E R WETLAND BUFFERSTREAM BUFFER STREA M B U FF E R 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 120 89909192 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111112113114115116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142143144145146147148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164165166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182183 184 185 186 187 188 189 190 191 192 193 194195 196 197 198 199 200 201 202 203 204 205 206207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 111 115 12012112 0 120 1181 1 9 119 12 0 117116117118 118 117 1 1 71161 1 6117118115113117115113 12011911 7 115 114 116 117 11411 2 110 110109 122 122 121120118118119120121 122 121121123 122126125123128125124122118 123122121120 120121 126125 1 2 4 122125 127128 129129123 122 121 120 124125126 1271261251241251261271231241231221211201231221211241191181171161151141191201211221201191 1 0 112 108 108109110111SS SS SSSS SSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSS SS SS SSSSSSSSSSSSSSSSSS113114 115112114 121 20" LV 24" PE 36" PE 24" PE 20" PE 22" PE 24" PE 20" PE20" PE 20" PE 36" PE34" PE 48" PE 21" PE 20" PE20" PE 20" PE 20" PE 36" PE 48" PE 36" PE 48" PE 20" PE 20" PE 20" PE 21" PE 28" PE 22" PE 24" PE 20" PE 36" LV 25" LV 60" LV 36" LV 32" LV 28" CE 60" LV 22" LV 48" LV 48" LV 28" LV 29" LV 36" LV 61" LV 35" LV 21" WO 31" LV 32" LV 28" LV 20" LO20" LO 24" LO 20" LO 34" LO 36" CE 48" LV28" LV 28" LO 25" MA 35" LV 48" LV 34" LV 32" LV 20" LO 20" LO 22" LO 24" LO22" WO 34" WO48" LO 36" LV 36" LV 32" LV 20" LV 30" HI 28" LO 65" LV 41" LV 52" LV 26" LO 25" LV 25" MA 24" LV 33" LV 26" LV 20" LO 20" LO 22" LO29" LO 26" LO 20" LO 20" PN 23" WO 00200'400'N O R T HLANDSCAPE MASTER PLAN1GENERAL NOTES1LP2001LP201~~-J_ I I I I I I I J 0---------------2~~-~=I~ Scale: 1"= 200' W IBEF Pl ACEMENT NOTfS· 1.) ALL TREES SHALL BE 15 GAL AND/OR 1.5"-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. 4.) ALL TREES SHALL BE PRUNED SO THAT NOT FOLIAGE, LIMBS OR OTHER OBSTRUCTIONS EXISTING BETWEEN 2.5 AND 10 FEET FROt.4 ADJACENT STREET GRADE. 5.) IN AREAS WHERE PLANTING STRIPS ARE OPTlONAL AND NOT PROVIDED, SIDEWALKS TEN FEET OR GREATER SHALL PRO\IIDE 4'X4' TREE WELLS ALONG THE CURB SO THE TREES MAY BE PLANTED IN CONFORMANCE WITH THESE REQUIREMENTS. 6.) PER TREE ORDINANCE, St.4ALL TREES WILL BE PLANTED IN BETWEEN WALK AND CURB AREAS LESS THAN 5 FEET. t.4EDIUt.l TREES CAN BE PLANlEO BETWEEN 5-7 FEET ANO LARGE GROWING TREES CAN BE PLANTED IF AREA BETWEEN WALK ANO CURB IS 7 FEET OR MORE (SEE ORDINANCE FOR UST). 7.) DEVELOPER SHALL BE RESPONSIBLE FOR WATERING TREES PRIOR TO SUBDIVISION ACCEPTANCE ANO DURING 2-YEAR MAINlENANCE PERIOD. TREE PROTECTION NOTES· 1.) TREES IN EXCESS OF 20~ IN DIAMETER ARE CONSIDERED PROTEClED AND SHALL RECEIVE THE TREE PROlECTION AS DETAILED ON THIS SHEET. NO DIGGING TRENCHING OR OTHER SOIL DISTURBANCE SHALL BE ALLOM:D IN THE FENCED AREA. 2.) TREES SHALL NOT BE REMOVED PRIOR TO ISSUANCE OF PERt.4IT TO DO SO. THE CITY OF FAIRHOPE UTILIZED THE FOLLOWING RESTITUTION REQUIREMENTS FOR TREES THAT ARE REt.40VED WITHOUT A PERMIT. 3.) ANY PERSON 'MSHING TO REMOVE OR RELOCAlE A SIGNIFICANT TREE SHALL MAKE A WRITTEN APPLICATION WITH THE OTY HORTICULTURIST. THE APPLICATION SHALL INCLUDE A LANDSCAPE PLAN. THE CITY HORTICULTURIST MUST APPROVE OR DENY THE PERMIT WITHIN 14 WORKING DAYS AFTER RECEIPT OF APPLICATION. OISTl.JRBFD AREA NOlfS· ANY DISTURBED AREAS SHALL RECEIVE APPROPRIAlE SOIL STABILIZATION MAlERIAL AS NECESSARY. landscape architecture land planning placemaking Foley, Alabama ,!!! P. 251.948.7181 ii t.4obMe, Alabama P. 251.344.+D23 ·•-l,. ,...JJackson,Mississippi .A.: __. -.: __. P. 601. 790.0781 D ES I G N Peasocolc. Flccldc P. 850.203.4252 landscape architects www.was-design.com [Ni]@LJ li"@ffl! ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. ..,, ____ -----------No. Date Revisions / Submissions _ 09.25.21 _Cf1Y_S_UB_M_ITI_AL _____ _ ---------------------------------------------------------------------------SW ,...,, vrw Checked 213163-123 Project. No. 09.24.21 Sheel:Tltle LANDSCAPE MASTER PLAN Sheet No. LPlOO PARK A P DELIN E A T E D WETL A N D S 117118119120121121117 118119120118119120125126127128129 118119120121122123117123124125126127128 113114115113114117118119120121122123912012112212320121122123122 123 120 121 119 119120124122123121122123124121781915116 117118119119120125118119 120 121122130129122123124125126127128119 120 121MILLET AVE.POLENTA AVE.HULLER AVE.ALFA L 05-43-07-35-0-000-006.000 PIN: 8598 A&D CORTE, FLP 23100 ST HWY 181 FAIRHOPE, AL 36532 INSTRUMENT 1127132 HWHW 13-1/2" RCA15" RCP (2) 42" RCPHWINV 119.05' INV 117.56'INV 117.04'INV 111.93'INV 111.93' INV 111.96'INV 111 96' HWL HW 24" RCP INV 120.61'INV 120.18' WET POND 4 TOP OF POND=119.00, BOTTOM OF POND=109.00 NWSE=114.00, DHW(25-YR)=117.02, DHW(100-YR)=117.95 STATE HWY 181 R/W VARIES RI/RO PHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 PHASE 1 PHASE 2 ALFALFA ST.POLENTA AVE.HULLER AVE.MILLET AVE.TILLAGE ST.TILLAGE ST. SAFETY BENCH SAFETY BENCH PHASE 1 PHASE 2 05-43-07-35-0-000-007.000 PIN: 63504 A&D CORTE, FLP 23100 ST HWY 181 FAIRHOPE, AL 36532 INSTRUMENT 1127128 05-46-01-02-0-000-001.507 PIN: 77573 A&D CORTE, FLP 23100 ST HWY 181 FAIRHOPE, AL 36532 INSTRUMENT 1127130 WET POND 1 TOP OF POND=120.00 BOTTOM OF POND=112.00 NWSE=117.00 DHW(25-YR)=119.12 DHW(100-YR)=119.55 SAFE T Y B E N C H SAFETY BENCH SAFET Y B E N C H SAF E T Y B E N C H TEMP. ALDOT CONST. EASEMENT 120 117 116 112 120120117 109 113 114 120119 119118 120 119 114 WETL A N D B U F F E R 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 176 177 178 179 180 181 182183 184 185 186 187 188 189 190 191 192 193 194195 196 197 198 199 200 201 202 203 204 205 206207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 122 122 121120118118119120121 122 121121123 122126125123128125124122123122121120 120121 1261 2 5 1 2 4 122125 127128 129129123 122 121 120 124125126 127126125124125126127123124123122121120123122121124119120121122120119SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS121TREESCODEQTYBOTANICAL NAMECOMMON NAMECONTCALHTREMARKSBH 26 BETULA NIGRARIVER BIRCH15 GAL8`-10`MIN.3 TRUNKSLN 19 LAGERSTROEMIA INDICA `NATCHEZ` `NATCHEZ` CRAPE MYRTLE 30 GAL8`-10`MINIMUM 3 TRUNKS; FULL HEADLT 87 LIRIODENDRON TULIPIFERATULIP TREE15 GAL10`-12`FULL HEAD, SPECIMEN QUALITYQN 108 QUERCUS NUTTALLIINUTTALL OAK15 GAL8`-10`FULL HEAD, SPECIMEN QUALITYQS 139 QUERCUS SHUMARDIISHUMARD RED OAK15 GAL8`-10`FULL HEAD, SPECIMEN QUALITYQV 38 QUERCUS VIRGINIANASOUTHERN LIVE OAK 15 GAL8`-10`FULL HEAD, SPECIMEN QUALITYTD 24 TAXODIUM DISTICHUMBALD CYPRESS15 GAL10`-12`FULL HEAD, SPECIMEN QUALITYCP2 92 ULMUS AMERICANA `FLORIDANA` FLORIDA ELM15 GAL 1.5" - 2" 10`-12`FULL HEAD, SPECIMEN QUALITYPALM TREESCODEQTYBOTANICAL NAMECOMMON NAMECONTCALHTREMARKSSP 10 SABAL PALMETTOSABAL PALMFG14-16` HCLEAR-TRUNK HEIGHT NOTEDSHRUBSCODEQTYBOTANICAL NAMECOMMON NAMECONTHTWSPACINGREMARKSMC3 192 MYRICA CERIFERA COMMON WAX MYRTLE 3 GAL 72" o.c. SHRUB FORM, FULL TO GROUNDSB 150 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 3 GAL 48" o.c.PLANT SCHEDULE00100'200'N O R T HLADSCAPE PLANTING ENLARGEMENT PLAN15' WIDE CRUSHED ASPHALTTRAIL COMMON AREACONNECTORNEIGHBORHOOD ENTRY SIGN: DESIGNIN PROGRESS & WILL ADHERE TOFAIRHOPE SIGN REGULATIONS6' HIGH WOODEN FENCE W/EVERGREEN HEDGE ON HWY. 181 SIDEOPEN SPACE PARK BENCHUNDER SHADE TREEOPEN SPACE PARK BENCHUNDER SHADE TREE5' WIDE CRUSHED ASPHALT TRAIL6' HIGH WOODEN FENCE ONBACKSIDE OF LOTS TO BEINSTALLED BY HOMEBUILDER W/EVERGREEN HEDGEI / I • I ( I 0 Scale, 1•-100' 0 0 0 0 0 0 0 0 ® 0 landscape architecture land planning plocemoking Foley, Alabama ,!!! P. 251.948.7181 ii MobMe, Alabama P. 251.344.+o23 ·•-l,. ,,.JJackson,Mississippi .A.: __. -.: ___. P. 601. 790.0781 D ES I G N Peasocola, Flaclda P. 850.20.3.4252 landscape architects www.wos-design.com [Ni]@LJ li"@ffl! ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. ..,, ___ --------No. Date Revisions / Submissions _ 09.25.21 _C_IIY_S_UB_MITI_AL ____ _ -------------------------------------------------------SW ,...,, vrw Checked 213163-123 Project No. 09.24.21 Dett Sheel:Tltle LANDSCAPE PLANTING ENLARGEMENT PLAN Sheet No. LP200 Open PARK PARK PARK OPEN TEMP. ALDOT CONST. EASEMENT ALDOT PARCEL ALDOT PARCEL118119113114115116117 106107108109110111112113114115116117108109110 111 112113114115116117 120108109110111112113114115116117118119116116117117118119110111112113114115116117118 119 120108109107107108109110111112113114115116117118119120 2 1 107108109110106105104104 10399100101102103104105106107108109110111112113114115116117118119120121114115116117118119120121120121119989910010110298 99 100 101 102 103 104 105 106 107 108 109 110 1111121131141151161171189697 98 99100101102103104105106 107 108109110 111 112 113 114 115 116 9293949596979899100101102103104105 89 909192939495969899100101102103104 919293949596979899100101102103104105106107108109110111112105106107 108 109110111112 103104114115116106107108109110111112104105106107108109110111112113114115116117118119120120 119 929394959697 98 99100101102103104105106107108109110102103104105106107108109110111105106107108109110111 108106107 THRESHING BLVD.GLEANING ST.BUSHELL LOOPBUSHELL LOOPFALLOW CIR.SORGHUM ST. L FALFA ST. 05-46-01-02-0-000-001.503 PIN: 14535 A.I.C., JR LAND A.I. CORTE, III, FLP 23100 ST HWY 181 FAIRHOPE, AL 36532 INSTRUMENT 1358159 05-46-01-02-0-000-001.505 PIN: 14396 BERTOLLA PROPERTIES, LLC PO BOX 1527 DAPHNE, AL 36526 INSTRUMENT 613831 HWHW 13-1/2"X22" RCAP HWHW 18" RCP -1/2" X 22" RCAP HW INV 115.43'INV 117.41' HW INV 101.23' 30" RC P INV 97.30' INV 104.31'INV 104.37'36" RCPINV 97.15'36" RCPINV 99.13'INV 101.56'INV 102.82'18" CPPINV 117.16'INV 118.25'18" RWET POND 5 TOP OF POND=100.00 BOTTOM OF POND=90.00 NWSE=95.00 DHW(25-YR)=97.93 DHW(100-YR)=98.91 WET POND 3 TOP OF POND=110.00 BOTTOM OF POND=100.00 NWSE=105.00 DHW(25-YR)=107.77 DHW(100-YR)=108.69 FULL ACCESS (PER ALDOT) PHASE 1 PHASE 2 FIRE STATION DEDICATED FOR STATE HWY 181 R/W VARIES SAFETY BENCH SAFETY BENCH SAFETY BEN C H SA F E T Y B E N C H SAFETY BENCHSAFETY BENCHBUSHELL LOOPPHASE 1 PHASE 2 PHASE 1 PHASE 2 SAFETY BENCHWET POND 2 TOP OF POND=110.00 BOTTOM OF POND=96.00 NWSE=101.00 DHW(25-YR)=107.02 DHW(100-YR)=109.04 SAFETY BENCH110 110 100 10510011011310 0 11 0 11 3 105 110 104 100 110110105100104113 110 105 100 104 BU S H E L L L O O P DELINEATEDWETLANDS 95 100 94 90 110 95100100959490 105 100 95 108 100 95 98 10030'WETLAND BUFFERSTREAM BUFFER WETLAND BUFFERSTREAM BUFFER30'WETLAND BUFFERSTREAM BUFFER WETLAND BUFFERSTREAM BUFFERSTREAM BUFFER 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 120 89909192 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111112113114115116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142143144145146147148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164165166 167 168 169 170 171 172 173 174 175 111 115 12012112 0 120 1181 1 9 11 9 1 2 0 117116117118 118 117 1 1 71161 1 6117118115113117115113 120119117 115 114 116 117 1141 1 2 110 110109 118 1191181171161151141 1 0 112 108 108109110111SS SS SS SS SSSSSSSS SS SS SSSSSSSSSSSSSS SSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SSSSSSSS SS SS SS SS SSSSSSSSSS113114 115112114 20" LV 24" PE 36" PE 24" PE 20" PE 22" PE 24" PE 20" PE20" PE 20" PE 36" PE34" PE 48" PE 21" PE 20" PE20" PE 20" PE 20" PE 36" PE 48" PE 36" PE 48" PE 20" PE 20" PE 20" PE 21" PE 28" PE 22" PE 24" PE 20" PE 36" LV 60" LV 36" LV32" LV28" CE60" LV 22" LV 48" LV48" LV 28" LV29" LV 36" LV 61" LV35" LV 21" WO31" LV 32" LV28" LV20" LO20" LO24" LO20" LO34" LO36" CE48" LV28" LV 28" LO25" MA35" LV 48" LV34" LV 32" LV20" LO20" LO 22" LO24" LO22" WO34" WO48" LO 36" LV 36" LV32" LV 20" LV 30" HI 28" LO 65" LV 41" LV 52" LV 26" LO25" LV25" MA 24" LV 33" LV 26" LV 20" LO20" LO22" LO29" LO26" LO20" LO20" PN 23" WO 00100'200'N O R T HLANDSCAPE PLANTING ENLARGEMENT PLAN1AMENITY AREA W/POOL, RESTROOMS,CBU MAIL,OPEN-AIREDPAVILION, &PLAYGROUND5' WIDE CRUSHED ASPHALTTRAIL COMMON AREACONNECTORNEIGHBORHOODENTRY SIGN:DESIGN INPROGRESS &WILL ADHERE TOFAIRHOPE SIGNREGULATIONS6' HIGH WOODENFENCE W/EVERGREEN HEDGEON HWY. 181 SIDEOPEN SPACE PARK BENCHUNDER SHADE TREEOPEN SPACEPARK BENCHUNDER SHADETREE5' WIDE CRUSHED ASPHALT TRAIL. -·-·••· ---. -~ __ LJ -~I_J; _ _I ·.. I -.L--JL-__,.-~ '/ I I/ 0 I '1. ''i ' .·•••••••• ·, _____ • ·--. __ -.,.-----.. . '· '-' ~~oo=--_________________________________________ ____JL....~-:=t:::::::!I rn landscape architecture land planning plocemoking Foley, Alabama ,!!! P. 251.948.7181 ii MobMe, Alabama P. 251.344.+o23 i._ ~ ~ ~ Jackson, Mississippi D ES I G N :~n~~~:i:~-~~!~o P. 850.20.3.4252 landscape architects www.wos-design.com ..,,_ [Ni]@LJ li"@ffl! ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE • -----------No. Date Revisions / Submissions -----~------09.25.21 _C_flY_S_UB_MITI_AL~-----------------------------------------------------------SW ,...,, vrw Checked 213163-123 Project No. 09.24.21 oat, Sheel:Tltle LANDSCAPE PLANTING ENLARGEMENT PLAN Sheet No. LP201 PLANTING ATSHRUB AREAS.STAKING DETAILPLANTING ATTURF AREAS.PLANT PIT DETAILTREE PLANTING - GUY STRAP3GENERAL PLANTING NOTES••••••••••••••••••••1SHRUB PLANTING5MULTI-TRUNK TREE STAKING••2AABBTYPICAL PLANT SPACING6WOOD FENCE W/TOP RAILELEVATION4SIDE VIEWFRONT VIEWTOP VIEW6' EXPANDED METAL BENCH7ASPHALT TRAIL PAVING DETAIL8CROSSTIE TIMBER EDGING DETAIL9NOTE: 1. 6' LONG SUPERSAVER OUTDOOR PLAYERS BENCH BY TREETOP PRODUCTS, STYLE: BACKLESS, COLOR: GREEN. 2. INSTALL PER MANUFACTURER'S SPECIFCATIONS. ------6' ----,r o--3-/-f!'--1,---'1'-------------1-2-93-43-.1-3---18-.--0 I <D 1 N CONT. CHAMFER AROUND TOP OF POSTS 2Nx6N TOP RAIL, TYP. ~----~~~ N SUPPORT RAILS, "-~" 1Nx4• TRIM BOARD, TYP. "-1 Nx6• FENCE BOARDS, TYP., NAILS-WIDTH SPACING BETWEEN BOARDS s·xs" POST, TYP., BEYOND. SPACE ON 8' 011/2" FORM :S' CONTINUOUS SAUCER AROUND PLANTING PIT 2" CRUSHED ASPHALT PAVEMENT, INSTALLED IN 1" LIFTS 1'-'1' 4" -6" DENSE AGGREGATE BASE. INSTALL IN 2 LAYERS, ROLL & STABILIZE AFTER PLACED 321216-20 CENTERS. '!-j 111111..,..1 ,-11.,,,......-1-111-11-111 NOTE: ALL WOOD SHALL BE PRESSURE TREATED NO. 2 SOUTHERN YELLOW PINE. HEIGHT MAY BE ADJUSTED TO SUIT PROJECT. 2•xs• BOTTOM RAIL, + TYP. FINISH GRADE 3000 PSI CONCRETE N \ FOOTING l '<, '<, '~ UNDISTURBED SUBGRADE ~ 11=11-' PLANTING TABLETS, AGRIFORM OR EQUAL, PER MANUF. RECOMMENDATIONS. BACKFILL WITH A MIXTURE OF PLANTING PIT SPOIL ANO PREPARED PLANTING f---------~ SOIL, PER SPECS, FROM ADJACENT PLANTING AREA UNDISTURBED SUBGRADE 0 1/2" -1'-0" GENERAL CONDITIONS 323129.23-02 0----1" -1 '-0" DETAIL-FILE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE INSPECTION PRIOR TO LANDSCAPE CONSTRUCTION ANO INSTALLATION IN ORDER TO ACQUAINT HIMSELF WITH EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF LANDSCAPE MATERIAL AT ALL TIMES. LANDSCAPE CONTRACTOR TO COORDINATE SAFE STAGING AREA WITH GENERAL CONTRACTOR AND/OR OWNER. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL, INCLUDING GRASS, FOR 365 CONSECUTIVE CALENDAR DAYS FROM SUBSTANTIAL COMPLETION OF THE WORK, AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. ALL AREAS IMPACTED NEGATIVELY BY CONSTRUCTION PROCESSES SHALL BE RETURNED TO ORIGINAL CONDITION OR BETTER PRIOR TO SUBSTANTIAL COMPLETION. I ANQSCAPf AREA $011 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 CONJUNCTION W'ITH COMPOST INCORPORATION, AS NECESSARY. RAKE SOIL SURFACE SMOOTH PRIOR TO PLANTING. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. WATER THOROUGHLY AFTER PLANTING. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 3% POSITIVE DRAINAGE IN ALL PLANTING BEDS. ANY OTHER PROPOSED DRAINAGE METHODS SHALL BE COORDINATED WITH PLANTING EFFORTS TO MINIMIZE CONFLICTS AND MAINTAIN PROPER FUNCTION OF DRAINAGE SYSTEMS. 01·-1· 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 TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM INJURY, INSECTS AND DISEASES. PLANTS SHALL EQUAL OR SURPASS QUALITY AS DEFINED IN THE CURRENT ISSUE OF "AMERICAN STANDARDS FOR NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERY"'4EN, 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 SHOULO BE PERFORMED DURING FIRST GROWING SEASON EXCEPT FOR REMOVING DAMAGED OF DEAD GROWTH. WOUND PAINT IS NOT RECOMMENDED FOR ANY CUTS. ALL PLANTING AREAS, TREE PITS, AND OTHER AREAS INDICATED ON PLANS SHALL BE MULCHED WITH A SETTLED LAYER OF THE INDICATED MULCH: □ 3" DEPTH PINE BARK □ 4" DEPTH SHREDDED HARDWOOD MULCH ~ 3" DEPTH LONGLEAF PINESTRAW, SETTLED TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING AREAS AND LAWN, UNLESS NOTED OTHERWISE. TREE STAKING SHALL BE PROVIDED TO KEEP TREES PLUMB AND PROTECTED FROM EXCESSIVE WINDS. ALL TREE-STAKING APPARATUS SHALL BE RE"'40VED 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 01•-1·-o· 1111-11 L11--L I ~ FINISH GRADE I.I ~ SUBGRADE 2•x4Nx16" P.T. PINE STAKE, NAILED TO CROSSTIE "--cuRs 32 9413.13-07 SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR -SPACED IN ROWS PARALLED TO THE STRAIGHT EDGE. SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGES. CURVED EDGES TO BE VERY SMOOTH RADII. 0 NOT TO SCALE 329399-04 = STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6-9" FROM TOP OF STAKE. 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL TRUNK. 2N x 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING. c="f1~ttf FORM SAUCER WITH 3" -Cl I ~ CONTINUOUS RIM f¼'""-'-'--l....L-f--'"'1!=ffi='=l't-3" MULCH ~~t~ SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. + SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. 2X ROOTBALL KEEP MULCH 2N -3" FROM BASE OF TREE. MULCH WATER WELL AREA TO 3'" DEPTH. 3" HIGH WATER WELL AT SHRUB AREAS. FINISHED GRADE AT SHRUBS. ~ 7c-J SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS 0 1/2" -1·-0· 329343-01 0~1----1-·--o-.---------------3-29-3-43-.-26---o-2 landscape architecture land planning placemaking Foley, Alabama ,!!! P. 251.948.7181 ii MobMe, Alabama P. 251.344.+o23 ·•-l,. ,..JJackson,Mississippi .A.: __. -.: _..... P. 601. 790.0781 D ES I G N Peasocolc. Flc,;dc P. 850.203.4252 landscape architects www.was-design.com [Ni]@LJ li"@ffl! ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. ..,, ____ -----------No. Date Revisions / Submissions _ D9.25.21 _CrIY_S_UB_M_ITI_AL _____ _ ---------------------------------------------------------------------------SW ,...,, vrw Checked 213163-123 Project No. 09.24.21 Sheel:Tltle LANDSCAPE PLANTING DETAILS Sheet No. LP500 DRAINAGE NARRATIVE AND CALCULATIONS HARVEST GREEN EAST Prepared By: Civil Engineering & Surveying PROJECT NUMBER: 20210929 ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of m y 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 tlesi1·(gn ,;:. · ! ' ;;,-,;, --~ • -.,\\ .~ f ?I_..,, ,,~· \ \~ . ,. ' ... :?'1-: ;?' 1~-<}--,-~:. ,, ·. :)·/ '\ -.. . ...-~~ f:i ... ; f :: ... '> ~---,.,fT\ ~ ?-c:::::::-----~::::--..::;--=-:: .,,, : • ~-. •• -.. , ~ .J•~ = Pro1ect Engmeer ~ ,. ;_ • !HY~•·c~·;·~'.~: ;_1.1, f " ~ S ~~ \ k:>, ~ _: ·'.'-:; 2 ~.o:i: ~\ ..... < .. ~ . & .... , .. 't '-.l ......... October 20th 2021 .... ., '-" ,: .. ,. G ~T! ... -✓• .~ •,· ' .. , ✓-;._.:-~::;:1;.;..:':.' .. ::-..l /,;\'-·•~,· //,:, .. j . ' § P: ..,. ..... "\-,." '7,.-.... , ' ''It • -.-L • • •\\\'-" Name of Project to which this Certificate Applies: HARVEST GREEN EAST ''1:11 nm ' Plans which are certified consist of Page _L_ thru~. C Pu-. I ) I -thN ;.!.!A {Ps;-.z.) MAINTENANCE STATEMENT An HOA shall be formed and will be required to maintain any and all stormwater facilities and structures located outside of the publicly accepted right-of-way. 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-65 66 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 Table of Contents Project Description ........................................................................................................................1 Proposed Hydraulic Analysis ........................................................................................................1 Summary of Results .......................................................................................................................2 Water Quality Calculations ..........................................................................................................4 TSS Removal ..................................................................................................................................4 Downstream Analysis ....................................................................................................................4 Appendix A .....................................................................................................................................6 Vicinity & Drainage Maps .................................................................................................... Appendix B .....................................................................................................................................7 HydroCAD Report ................................................................................................................. Appendix C .....................................................................................................................................8 StormCAD Report Tables ...................................................................................................... Appendix D .....................................................................................................................................9 Soil Information ..................................................................................................................... Appendix E ...................................................................................................................................10 NOAA Rainfall Data .............................................................................................................. 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 1 | Page PROJECT DESCRIPTION Harvest Green East includes (227) residential houses located in Fairhope, Alabama. The total Harvest Green East project site contains approximately 110.26 acres in two phases. Phase 1 contains approximately 55.61 acres with 119 residential lots and 1 lot adjacent to the Southern site entrance dedicated for a proposed fire station. Phase 2 contains approximately 54.65 acres with 108 residential lots. The site is in Section 2 of Township 6 South, Range 2 East and is on the East side of State Highway 181 approximately 0.79 miles north of State Highway 104. The terrain of the site includes a high point near the center of the property and the North perimeter of the property with five (5) basins discharging off the property towards the Northwest, West, Southwest, South, & East. The Northwest basin discharges into existing wetlands that ultimately discharges West through two (2) parallel 42” concrete pipes under State Highway 181. When this stormwater flow discharges to the West side of State Highway 181, it enters a blue line stream that flows Northwest to an existing wet pond. The West basin discharges to the West perimeter of the site that ultimately discharges West through a 36” concrete pipe under State Highway 181. The Southwest basin discharges to the Southwest corner of the property the ultimately discharges to Northwest through a 30” concrete pipe under State Highway 181. When this stormwater flow discharges to the West side of State Highway 181, it flows to an existing wet pond adjacent to the entrance of The Waters Subdivision. The South basin discharges to the South perimeter of the site where it enters a UT to Pensacola Branch. The East basin discharges into an existing wetland area within Pensacola Branch that flows from North to South. Elevations range throughout the property from 129 ft to 90 ft. The site is mixed with farmland, & a grass/wooded combination. A map showing the vicinity can be seen in Appendix A. Stormwater will be collected in a series of inlets and underground drainage pipes. The underground drainage pipes will discharge into five (5) proposed wet ponds. Pond 1 will discharge into existing wetlands that ultimately discharges West through two (2) parallel 42” concrete pipes under State Highway 181. Pond 2 will discharge to the West perimeter of the site that ultimately discharges West through a 36” concrete pipe under State Highway 181. Pond 3 will discharge to the South perimeter of the site where it enters a UT to Pensacola Branch. Ponds 4 and 5 will discharge into an existing wetland area within Pensacola Branch that flows from North to South. PROPOSED HYDRAULIC ANALYSIS The SCS method for runoff estimation was used to develop the detention calculations for the project. NOAA has published depth curves specific to this area and the 2, 5, 10, 25, 50 and 100-year, 24-hour storm events were utilized in the drainage calculations for this site. The existing GIS contours along with field verified elevations for the area are used to determine the size of the drainage basin. A copy of the Drainage Map can be found in Appendix A. The drainage basin area is then plotted on the USDA Web Soil Survey to determine the soil characteristics. Soil surveys are made to provide information about the soils within the drainage area. They include a description of the soil types, their location, and tables that show soil properties and limitations affecting various uses. TR-20 presents a simplified procedure for estimating runoff and peak discharges in small watersheds. Using this procedure, the SCS Curve number method along with the information gained in the soil report, runoff is able to be estimated. The soil information for the site can be found in Appendix D. The time of concentration (Tc) was also necessary for the flow estimate. This value was estimated using the grade change from the most remote point of the drainage area to the location of the proposed inlet or pipe. This grade change and the total travel length can be applied to the TR-55 method to calculate the 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 2 | Page time of concentration. The TR-55 method computes travel time for each type of flow that is present, sheet flow, shallow concentrated flow or channel flow. HydroCAD utilizes the composite runoff curve number and the area of the drainage basin to determine the outflow of the drainage basin. A twenty-four-hour rainfall intensity for a two, five, ten, twenty-five, fifty, and one-hundred-year return storm event was applied to the drainage areas to determine the flow. The software was used to determine the flow exiting the drainage basin and entering the proposed detention pond for pre- and post-development scenarios. HydroCad analysis for the site can be found in Appendix B. StormCAD was used to analyze the closed drainage systems for the proposed project. A 25-year return period was used for design. Curbs and gutters channel storm water from the roadways; the storm water is then collected into wing inlets and yard inlets, which eventually is piped to the proposed stormwater ponds. Pond outfall structures will be installed in the pond and discharge into the existing discharge point at a controlled rate less than the pre-developed rate. StormCAD analysis for the site can be found in Appendix C. Grassed areas were estimated using a C-value of 0.25 and pervious areas were estimated using a C-value of 0.95. In each inlet drainage area, impervious areas were hand calculated and weighted with respect to pervious areas to establish a composite C-value for each individual inlet basin. According to our post developed calculations, there will be no adverse effects from our development. SUMMARY OF RESULTS Analysis determined that the proposed detention pond is adequate to effectively handle and store the peak post-development flows observed during a two, five, ten, twenty-five, fifty, and one-hundred-year return events. Please see HydroCad summary in Appendix B showing the pre-developed flow rates and post- developed flow rates for the 2, 5, 10, 25, 50 & 100-year storm events and the associated high-water elevations. A brief summary of the pre vs. post development discharge rates for the project may be seen on the following page. 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 3 | Page FLOWRATES(cfs) PRE(TOEASTWETLANDS)POST(TOEASTWETLANDS)REDUCTION HW (POND4)HW (POND5) 2YEAR 53.44 44.09 9.35 115.67 96.47 5YEAR 83.23 69.25 13.98 116.10 96.93 10YEAR 113.45 94.82 18.63 116.48 97.33 25YEAR 163.40 137.22 26.18 117.02 97.93 50YEAR 207.58 173.68 33.90 117.47 98.41 100YEAR 256.46 213.18 43.28 117.95 98.91 PONDTOP ͲͲͲ119.00 100.00 PRE(TOSOUTH)POST(TOSOUTH)REDUCTION HW (POND3) 2YEAR 30.18 18.33 11.85 106.39 5YEAR 43.89 27.27 16.62 106.82 10YEAR 57.37 36.32 21.05 107.20 25YEAR 79.12 51.23 27.89 107.77 50YEAR 98.03 64.44 33.59 108.22 100YEAR 118.73 80.39 38.34 108.69 PONDTOP ͲͲͲ110.00 PRE(TONWWETLANDS)POST(TONWWETLANDS)REDUCTION HW (POND1) 2YEAR 7.07 6.85 0.22 118.18 5YEAR 14.58 14.48 0.10 118.50 10YEAR 23.06 22.54 0.52 118.76 25YEAR 38.27 36.29 1.98 119.12 50YEAR 52.54 49.71 2.83 119.34 100YEAR 68.99 63.96 5.03 119.55 PONDTOP ͲͲͲ120.00 PRE(TOROWW(36"HW))POST(TOROWW(36"HW))REDUCTION HW (POND2) 2YEAR 29.12 17.90 11.22 103.26 5YEAR 43.34 29.29 14.05 104.56 10YEAR 57.48 40.14 17.34 105.69 25YEAR 80.47 65.36 15.11 107.02 50YEAR 100.64 82.49 18.15 107.96 100YEAR 122.74 90.40 32.34 109.04 PONDTOP ͲͲͲ110.00 PRE(TOROW SW(30"HW))POST(TOROWSW(30"HW))REDUCTION 2YEAR 15.08 13.24 1.84 5YEAR 22.26 19.44 2.82 10YEAR 29.37 25.51 3.86 25YEAR 40.87 35.31 5.56 50YEAR 50.90 43.83 7.07 100YEAR 61.91 53.16 8.75 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 4 | Page WATER QUALITY CALCULATIONS A = Area of the Site = 99.72 acres I = Percentage of Imperviousness = 33.67% P = Rainfall treatment depth = 1.8 inches Rv = Runoff coefficient WQv = Water quality treatment volume Rv = 0.015 + 0.0092I = 0.015 + 0.0092 (33.67) = 0.325 WQv = P * Rv * A/12 = 1.8 inches * 0.325 * 99.72 / 12 = 4.861 ac-ft = 211,760 ft3 The water quality volume is provided within the Wet Pond Storage of the ponds. Pond 1: The primary overflow orifice for the pond is set at an elevation of 117.00. The volume of the wet pond between an elevation of 112.00 (pond bottom) and 117.00 (overflow orifice) is 78,513 ft3. Pond 2: The primary overflow orifice for the pond is set at an elevation of 101.00. The volume of the wet pond between an elevation of 96.00 (pond bottom) and 101.00 (overflow orifice) is 82,394 ft3. Pond 3: The primary overflow orifice for the pond is set at an elevation of 105.00. The volume of the wet pond between an elevation of 100.00 (pond bottom) and 105.00 (overflow orifice) is 281,770 ft3. Pond 4: The primary overflow orifice for the pond is set at an elevation of 114.00. The volume of the wet pond between an elevation of 109.00 (pond bottom) and 114.00 (overflow orifice) is 53,740 ft3. Pond 5: The primary overflow orifice for the pond is set at an elevation of 95.00. The volume of the wet pond between an elevation of 90.00 (pond bottom) and 95.00 (overflow orifice) is 245,073 ft3. The total water quality volume provided within the five (5) wet ponds is 741,490 cubic feet of storage which is greater than the 211,760 cubic feet required. TSS REMOVAL The total suspended solids will be treated by the wet pond. Per the Subdivision Regulations, wet ponds have an 80% TSS removal efficiency. DOWNSTREAM ANALYSIS The site discharge ends up in one of three (3) basins. The East portion of the site, including Ponds 3, 4, and 5, discharges into a wetland area which is a part of Pensacola Branch. At the furthest Southeast point where the run-off from our site enters this existing draw, the upstream drainage basin is approximately 259.14 acres. The area within our development that discharges to this basin is approximately 59.59 acres (23.00% of the drainage basin at that point). The Northwest portion of the site, including Pond 1, discharges to an existing wetland area along the Western boundary of our site. From there stormwater flows West through two (2) parallel 42” concrete pipes under State Highway 181. When this stormwater flow discharges to the West side of State Highway 181, it enters a natural backwater tributary that leads to a large existing wet pond. At the furthest West point where the run-off from our site enters this existing 880 Holcomb Blvd., Suite 2F Fairhope, Alabama 36532 251-990-6566 5 | Page draw, the upstream drainage basin is approximately 23.44 acres. The area within our development that discharges to this basin is approximately 9.66 acres (41.21% of the drainage basin at that point). The West and Southwest portion of the site, including Pond 2, discharges into the East side Right-Of-Way of State Highway 181. From there it flows West under State Highway 181 via one of two culverts. When it daylights to the West side of 181 it ends up entering an existing wet pond adjacent to the entrance of The Waters Subdivision. At the furthest West point where the run-off from our site enters the Right-of-Way of State Highway 181, the upstream drainage basin is approximately 39.50 acres. The area with our development that discharges to this basin is approximately 30.47 acres (77.14% of the drainage basin at that point). Although this is more than the required 10%, no negative downstream effects are anticipated. The West flowing basins ultimately discharge into Fly Creek and drain approximately 2100’ before they discharge through any City infrastructure under CR-13. The East flowing basin ultimately discharges into Pensacola Branch and never enters any City infrastructure after the discharge point. 1-L NEEL-SCHAFFER engineers p l anners surveyors ~ -Solutions you can build upon October 21 , 2021 Mr. Hunter Simmons Planning and Zoning Manager 161 North Section Street Fairhope, Alabama 36532 Re: Drainage Review from Revised Plans -Harvest Green East (Phase I and IT) SR 18 1 Dear Mr. Simmons: environmental scientists landscape architects We have reviewed the drainage from latest site plans submittal for the above referenced property. P lease see the below the comments from our review: 1. Since the as built information is not provided for The Waters ponds, please use interconnected ponds modeling to show that the predevelopment flows that is entering The Waters Pond I is less than or equal to the post development flow on ce Harvest Green East is Built out. T he ca lc ulations shown in the revised sh ow an increase flow to the pond from existing to buildout (Ex 25-year existing flow in Pond l is 207.90 cfs and buildout fl ow in is 292.12 cfs.) 2. Please review gutter spreads widths. Make sure there is at least a one 8-foot travel l ane during the design event. Some of the inlets showing out beyond leaving one Jane open during the design event. (Ex. KS spread is 11.0' which is 3 inches from centerline of road. Please check other inlets such as LS.) 3. In rev iewing the pipe capacity in the StormCAD calculations, several p ipes have flows hig her than the capacity of the pipe. T h is will cause these pipes to be pressurized. Please modify if possibl e. (Example pipes 20 I , 204, 3 11 ,600 , 602 , etc .) If you have any questions, please give us a call. Sincerely, "ti:r~ C ameron, P.E. Senior Proj ect Manager 851-Eas t 1-65 Service Road South, Suite 1000, Mobile, Al. 36606 251 .471 ,2000, Fax 251.471.5997 1-L NEEL-SCHAFFER engineers planners surveyors ~ -Solut:ions you can build upon October I 1, 2021 Mr. Hunter Simmons Planning and Zoning Manager 16 I North Section Street Fairhope, Alabama 36532 Re: Drainage Review -Harvest Green East (Phase J and II) SR 181 Dear Mr. Simmons: environmental sc i entists landscape architects We have reviewed the drainage from latest site plans submittal for the above referenced property. Please see the below the comments from our review: I. In the Drainage Calculations, Wet Pond 2 flows offsite into a wet detention pond of the Waters Subdivision. Since this drainage is 77% of the drainage basin for this pond, and this pond discharges under City Road Big Canoe Run , please provide calculations to show that this development will have no adverse effect to this pond. The city will have as built information for this pond and overflow structure to be modeled. 2. In reviewing the time of concentration calculations, it has become common practice in the engineering community to use a maximum of I 00 feet TR-55 Sheet Flow Calculations for Time of Concentration. Please modify accordingly. 3. Please provide all assumptions and means of calculation for the C values used in StormCAD in your drainage report. Also please provide inlet basin maps to be included in your drainage report. 4. Please provide the means for aeration of the wet detention ponds for the project. 5. Review all pipe lengths called out in plans and compare to lengths in StormCAD. 6. Please review all Hydraulic Grade Line information to be below inlet rims. (ex. -see structure A3) 7. Please provide in StonnCAD results the full flow capacity of the pipes in the Conduit Tables. 8. Please provide gutter spread calculations for the gutter inlets for both phases. StormCAD software can used for this purpose. If you have any questions, please give us a call. Sincerely, ~s Senior Project Manager 851-East 1-65 Service Road South, Suite 1000 , Mobi l e, A L 36606 251 .471.2000, Fax 251.471 .5997 TRAFFIC IMPACT ANALYSIS for Harvest Green PUD Final Report September 2021 Prepared by: P,U.0 .NOTU. l S..~Bwndaf';~~ l.¥~<SN.?af4), Z. Al~ROWIIODtPlllllcMOI ffliallftlmol501eaftwldlll l Al..._...&hOw!l ... bel IIW!!Ufflof5fNll•IWffll11M1Mljfd IOll'lirllape~nipmv ADACOIIIOIMCI, 4 l,.cll~~--dep,c::IIIQ ac..-fordillKNtUXSin!t;. Adlai "°'~---~-........., __ HARVEST GREEN FAIRHOPE, AL Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16626 Harvest Green TIA\Report\Sec1_intro.doc TABLE OF CONTENTS Section ....................................................................................................................................................... Page No. Section 1 Introduction ................................................................................................... 1 - 1 Figure 1.1 Project Location Map ........................................................................ 1 - 2 Section 2 Existing Conditions ......................................................................................... 2 - 1 2.1 AL Highway 181 ......................................................................................................... 2 - 1 2.2 AL Highway 104 ......................................................................................................... 2 - 1 2.3 Falling Water Boulevard ............................................................................................. 2 - 1 2.4 Intersection of AL Highway 181 and AL Highway 104 ................................................. 2 - 1 2.5 Intersection of AL Highway 181 and Falling Water Boulevard ..................................... 2 - 1 Section 3 Evaluation of Existing Conditions ................................................................... 3 - 1 3.1 Existing Traffic Volumes ............................................................................................. 3 - 1 Table 3.1 Historical Daily Traffic Volumes ......................................................... 3 - 1 Figure 3.1 Existing Traffic Volumes .................................................................... 3 - 2 3.2 Basis of Analysis ........................................................................................................ 3 - 3 3.3 AL Highway 181 and AL Highway 104 ........................................................................ 3 - 3 Figure 3.2 Existing Intersection Level-of-Service ............................................... 3 - 3 3.4 AL Highway 181 and Falling Water Boulevard ............................................................ 3 - 4 Figure 3.3 Existing Intersection Level-of-Service ............................................... 3 - 4 Section 4 Proposed Development .................................................................................. 4 - 1 4.1 Proposed Site ............................................................................................................. 4 - 1 Figure 4.1 Proposed Site Plan .............................................................................. 4 - 2 4.2 Trip Generation .......................................................................................................... 4 - 3 Table 4.1 Trip Generation ................................................................................... 4 - 3 Figure 4.2 Site Traffic Assignment ........................................................................ 4 - 4 4.3 Non-Site Traffic Forecast ............................................................................................ 4 - 5 4.4 Year 2028 Total Traffic ............................................................................................... 4 - 5 Figure 4.3 2028 Non-Site Traffic........................................................................... 4 - 6 Figure 4.4 2028 Total Traffic ................................................................................ 4 - 7 4.5 Year 2028 Traffic Analysis .......................................................................................... 4 - 8 Table 4.2 Year 2028 Non-Site Traffic Level-of-Service ........................................ 4 - 8 Table 4.3 Year 2028 Total Traffic Level-of-Service.............................................. 4 - 8 Section 5 Recommendations and Conclusions ............................................................... 5 - 1 5.1 Auxiliary Lane Warrants ............................................................................................. 5 - 1 5.2 Signal Warrant Analysis ............................................................................................. 5 - 1 5.3 Conclusions ................................................................................................................ 5 - 2 Figure 5.1 Recommended Improvements ............................................................. 5 - 3 Figure 5.2 Recommended Improvements ............................................................. 5 - 4 HARVEST GREEN FAIRHOPE, AL Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16626 Harvest Green TIA\Report\Sec1_intro.doc Figure 5.3 Recommended Improvements ............................................................. 5 - 5 Appendix Year 2021 Existing Traffic Volumes Peak Hour Volumes and Trip Distribution Year 2021 Synchro & HCS Analysis Year 2028 Synchro & HCS Analysis Auxiliary Lane Warrants Signal Warrant Worksheets HARVEST GREEN FAIRHOPE, AL 1 - 1 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16626 Harvest Green TIA\Report\Sec1_intro.doc Section 1 Introduction This report summarizes the findings of the traffic analysis performed by Neel-Schaffer, Inc. as requested by TerraCore Development Services, LLC for the construction of Harvest Green. The project site is located along AL Highway 181 north of AL Highway 104 on both the east and west sides of the roadway in Fairhope, Alabama. Development of the site is planned to include the construction of a 375-lot single family subdivision. The purpose of this analysis is to estimate the trip generation potential for the project site and evaluate the impact of the site traffic on adjacent roadways and intersections. Based on these impacts, recommended improvements were evaluated to mitigate traffic concerns as they relate to the site development, if required. To analyze the related impact to the surrounding area, existing roadway capacity and non-site traffic levels-of-service were also evaluated. 10 1 1-L NEEL-SCHAFFER :. Solut:ions you can build upon l/) t-z PROJECT LOCAT ION HARVEST GREEN PUD PROJECT LOCATION MAP FIGURE lol HARVEST GREEN FAIRHOPE, AL 2 - 1 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16626 Harvest Green TIA\Report\Sec2_Xconditions.doc Section 2 Existing Conditions The project site is located on AL Highway 181 north of AL Highway 104 in Fairhope, AL. Currently, the site is farmland. Direct access to the property is limited to AL Highway 181. The study area is comprised of two intersections: AL Highway 181 with AL Highway 104 and AL Highway 181 with Falling Water Boulevard. 2.2 AL Highway 181 AL Highway 181 is an undivided two-lane highway. AL Highway 181 has a typical section that consists of 12-foot travel lanes and two-foot paved shoulders in each direction with an open drainage system. AL Highway 181 is functionally classified as a minor arterial and has a posted speed of 45 miles per hour. AL Highway 181 is currently under construction to widen the roadway to a four-lane divided section north of AL Highway 104. 2.2 AL Highway 104 AL Highway 104 is an undivided two-lane highway. AL Highway 104 has a typical section that consists of two 12-foot travel lanes and two-foot paved shoulders in each direction with an open drainage system. AL Highway 104 is functionally classified as a minor arterial and has a posted speed limit of 55 miles per hour in the vicinity of the project site. 2.3 Falling Water Boulevard Falling Water Boulevard is a divided two-lane roadway that provides access to The Waters subdivision. Falling Water Boulevard becomes an undivided two-lane roadway approximately 300 feet west of AL Highway 181. Falling Water Boulevard has a typical section that consists of two 12-foot travel lanes and closed drainage. Falling Water Boulevard is not a functionally classified roadway and has a posted speed limit of 25 miles per hour. 2.4 Intersection of AL Highway 181 and AL Highway 104 The intersection of AL Highway 181 and AL Highway 104 is a signalized intersection. All approaches widen to provide a dedicated left turn lane while the eastbound approach also provides a dedicated channelized right turn lane. All approaches also provide protected/permitted left turn phasing. The intersection will widen in the near future to provide a left turn lane, two throughs, and a channelized right turn lane northbound and southbound. The westbound approach will also be widened to provide a dedicated channelized right turn lane. 2.5 Intersection of AL Highway 181 and Falling Water Boulevard The intersection of AL Highway 181 and Falling Water Boulevard is an unsignalized intersection with AL Highway 181 being free flow. The northbound approach widens to provide a dedicated left turn lane while the southbound approach widens to provide a dedicated right turn lane. The eastbound approach is a single shared left-through-right lane. The intersection will widen in the near future. HARVEST GREEN FAIRHOPE, AL 3 - 1 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16626 Harvest Green TIA\Report\Sec3_Xanalysis.doc Section 3 Evaluation of Existing Conditions 3.1 Existing Traffic Volumes The project area for this analysis includes the signalized intersection of AL Highway 181 and AL Highway 104 and the unsignalized intersection of AL Highway 181 with Falling Water Boulevard. Turning movement counts conducted in September 2021 were utilized for this study. A review of the historical 24-hour daily traffic volumes from ALDOT traffic counts was conducted to see the historical impacts of traffic growth on the roadways adjacent to the project site. The comparison of traffic volumes is provided in Table 3.1. Table 3.1 – Historical Daily Traffic Volumes Year Location Hwy 181 N of Hwy 104 Hwy 181 S of Hwy 104 2020 15,742 14,967 2019 18,223 16,791 2018 17,302 15,943 2017 17,290 15,950 2016 17,290 15,950 2015 16,880 15,570 Annual Growth Factor 1.93%* 1.91%* * - Excludes 2020 Based on the historical traffic counts in the area, a 1.93% compounded annual growth rate was used to forecast non-site traffic from Year 2021 to Year 2028. The AADT’s from 2020 were excluded from the growth rate calculation due to likely COVID impacts on traffic. Figure 3.1 illustrates the Year 2021 Existing Traffic Volumes. -L.Cl 0 -L.Cl a~ ~o L.Cl L.Cl '<:l'" FALLING WATERS ~· (9) 21J ► (15)337 • ◄ 14 0 L.Cl -r-- '<:l'" - L.Cl --I'(") ~en '<:l'" ~ L 32 (26) ~228 (200) , 97 (87) (/) 1-z AL HWY 104 ' ------------------l•r------------------ LEGEND XX -AM PEAK (XX) -PM PEAK Iii -SIGNAL _._ -STOP SIGN 1-L NEEL-SCHAFFER : Sofu1:ions you can build upon (117) 77J (200) 259~ (75) 817 • -,.r - 00 >-3:: :::r: _J <( I'(") 00 r- 1..Cl O I'(") I'(")- HARVEST GREEN PUD 2021 EXISTING TRAFFIC VOLUMES FIGURE 3.1 HARVEST GREEN FAIRHOPE, AL 3 - 3 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16626 Harvest Green TIA\Report\Sec3_Xanalysis.doc 3.2 Basis of Analysis From a performance perspective, the effective operation of an intersection is evaluated based on the delay, turning movement volumes, traffic composition and roadway geometrics. The methodology utilized in this analysis is based on the Highway Capacity Manual, 6th Edition. Intersection level-of-service is based on delay per vehicle (in seconds). The level-of-service, as outlined in the Manual, is reported as a letter designation of LOS A through F (A is the least delay and F is the most delay). The delay range for signalized intersections and unsignalized intersections (roundabouts, all-way and two-way) is as follows: Signalized Intersections Unsignalized Intersections LOS Delay (s/veh) LOS Delay (s/veh) A A 0 B > 10 – 20 B > 10 – 15 C > 20 – 35 C > 15 – 25 D > 35 – 55 D > 25 – 35 E > 55 – 80 E > 35 – 50 F > 80 F > 50 A Synchro Model was utilized to evaluate the existing peak hour traffic volumes at the signalized intersection using the HCM reports. 3.3 AL Highway 181 and AL Highway 104 AL Highway 181 and AL Highway 104 intersection levels-of-service, based on the Year 2021 traffic volumes, are illustrated in Figure 3.2. This analysis is based on a signalized intersection. Figure 3.2 – Existing Intersection Level-of-Service AL Highway 181 and AL Highway 104 The intersection is currently operating at acceptable levels-of-service during the AM and PM Peak Hour. Level of Service Delay (sec/veh) Eastbound Westbound Northbound Southbound Overall Intersection 19 secfveh 19 secfveh C 21-35 D 36-55 E 56-80 I F >80 AM Peak PM Peak HARVEST GREEN FAIRHOPE, AL 3 - 4 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16626 Harvest Green TIA\Report\Sec3_Xanalysis.doc 3.4 AL Highway 181 and Falling Water Boulevard AL Highway 181 and Falling Water Boulevard intersection levels-of-service, based on the Year 2021 traffic volumes, are illustrated in Figure 3.3. This analysis is based on an unsignalized intersection with Falling Water Boulevard being stop controlled. Figure 3.3 – Existing Intersection Level-of-Service AL Highway 181 and Falling Water Boulevard The intersection is currently operating at acceptable levels-of-service during the AM and PM Peak Hour. Level of Service A B C D E F Delay (seclveh) 1-10 11-15 16-25 26-35 36-50 >50 Northbound Southbound Eastbound I AM Peak PM Peak HARVEST GREEN FAIRHOPE, AL 4 - 1 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16626 Harvest Green TIA\Report\Sec4_Panalysis.doc Section 4 Proposed Development 4.1 Proposed Site The site is currently planned to be developed with a 375-lot single family subdivision. The development is planned to have a new access onto AL Highway 181. Figure 4-1 illustrates the proposed site plan for this development. 1-L NEEL-SCHAFFER a Solut:ions you can build upon HARVEST GREEN PUD SITE PLAN FIGURE LI HARVEST GREEN FAIRHOPE, AL 4 - 3 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16626 Harvest Green TIA\Report\Sec4_Panalysis.doc 4.2 Trip Generation The trip generation of the single family subdivision was developed using the trip rates contained in the Institute of Transportation Engineers Trip Generation, 10th Edition. The generation was divided between the east and west as both operate independently of each other. The site traffic was assigned based on the demographic distribution in the study area and on the roadways that provide access to the project site. The trip generation calculation for the proposed site traffic is shown in Table 4.1. Table 4. 1 – Trip Generation Daily AM Peak Hour PM Peak Hour Land Use Intensity Trips Total In Out Total In Out Single-Family Detached Housing 148 Lots 1,491 110 28 82 148 93 55 Single-Family Detached Housing 227 Lots 2,210 166 42 124 223 140 83 Total 3,701 276 70 206 371 233 138 Daily Traffic Generation Single-Family Detached Housing [ITE 210] = Ln(T) = 0.92*Ln(X) + 2.71 AM Peak Hour Traffic Generation Single-Family Detached Housing [ITE 210] = T = 0.71(X) + 4.80 ; (25%in/75%out) PM Peak Hour Traffic Generation Single-Family Detached Housing [ITE 210] = Ln(T) = 0.96*Ln(X) + 0.20 ; (63%in/37%out) Source: ITE Trip Generation, 10th Edition The estimated site traffic volumes are illustrated in Figure 4.2. WEST DRIVE 2 WEST DRIVE I FALLING WATERS --40% r..D r--Vv -- vv L25 (17) ~· ◄ ► • r (27) 417 IV") IV") N ---N N N V - 1281 417 ► • co Ln --Ln r..D Ln Ln -N N L25 (16) ◄ ,74 1501 ► • r 0 IV") IV") - -Ln-N Ln r----- -No r<"lCO- CO N en V ' EAST DRIVE I 1,L -- (/) I-z 15% ~ ' ~ ~ • 5% AL HWY 104 LEGEND XX -AM PEAK (XXl -PM PEAK Iii -SIGNAL _._ -STOP SIGN 1-L NEEL-SCHAFFER : Solu1:ions you can build upon • (35) IIJ 4!. -co 40% ~ :::r: _J <( • co N -IV") TOTAL IN OUT en WEST AM 110 28 82 PM 148 93 55 AM 166 42 124 EAST PM 223 140 83 HARVEST GREEN PUD SITE TRAFFIC ASSIGNMENT FIGURE ~.2 HARVEST GREEN FAIRHOPE, AL 4 - 5 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16626 Harvest Green TIA\Report\Sec4_Panalysis.doc 4.3 Non-Site Traffic Forecast A 1.93% compounded annual growth rate was used to forecast non-site traffic from Year 2021 to Year 2028 for the study intersections as discussed previously in Section 3.1. Figure 4.3 illustrates the Year 2028 Non-Site Traffic Volumes. 4.4 Year 2028 Total Traffic Site generated traffic volumes were added to non-site traffic volumes to arrive at total (Year 2028) traffic volumes. Figure 4.4 illustrates the Year 2028 total traffic volumes. WEST DRIVE 2 WEST DRIVE I FALLING WATERS 00 IV") Lrl CT> r--- r--- -Lrl 14 -l""l -... -Lrl I"---::: ... I..D Lrl EAST DRIVE I (/) 1-z JtL • L 37 (30) ~ 261 (229) r Ill (99) AL HWY 104 ------------------<•t------------------ LEGEND XX -AM PEAK (XXl -PM PEAK Iii -SIGNAL _._ -STOP SIGN 1-L NEEL-SCHAFFER : Sofu1:ions you can build upon (134) 88J (229) 296~ (87) 937 • -,.r - 00 >-3::: :::r: _J <( -Nl"-- 1..0 Lrl Lrl l""l- c,,-- 0-, 00 r= ~-.:r~ IV") HARVEST GREEN PUD 2028 NON-SITE TRAFFIC VOLUMES FIGURE ·~L:3 WEST DRIVE 2 WEST DRIVE I LEGEND XX -AM PEAK (XX) -PM PEAK Iii -SIGNAL _._ -STOP SIGN FALLING WATERS ~ c..D ~rr'l c..D c..D v--'<:I'" '<:I'" rr) -1.rl ~· ► (27) 417 ~ ~ c..D r--w ""-- V C..0 -Lrl ~· ► (28) 417 ~ N ~ rr) ~ N ~ c..D c..D N =-1.rl ---Lrl rr) JfU) (10) 24J ► Wl o~ (17) 387 c:noo -co~ Nrr'lO --1.rl -vo 0 '<:I'" O"l -vv ~·~ (169) 99J (229) 296~ (87) 937 ◄ L25 (I)) •r ON o- c..D ~ N ~v c..D -O"l Lrl - • Lrl N c..D ~ N c..D - L25 (16) ~o Wl ◄ ,74 (50) l•r -rr) rr) -r--- ~Lrl~ r--~N -NV -c..D - c..D - L 41 (42) ~ 261 (229) 111 (99) ~ r • • • -,.r -co >-3::: :::r: _J <( -~ r-- c..D O Lrl co-c:n rr) :::: O"l ~ r---~-V - EAST DRIVE I 1-L NEEL-SCHAFFER HARVEST GREEN PUD : Solu1:ions you can build upon 2028 TOTAL TRAlFlFIC VOLUMES (/) 1-z AL HWY 104 ' FIGURE AJ.AJ HARVEST GREEN FAIRHOPE, AL 4 - 8 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16626 Harvest Green TIA\Report\Sec4_Panalysis.doc 4.5 Year 2028 Traffic Analysis An analysis of the Year 2028 Non-Site and Total traffic volumes was conducted using the information provided in the Highway Capacity Manual, Sixth Edition. The lane geometry and traffic control for the non-site and total traffic analysis includes the new roadway geometrics that are under construction. The total traffic analysis also includes a southbound left at the full median. The results of the analysis are shown in Table 4.2 and Table 4.3. Table 4.2 – Year 2028 Non-Site Traffic Level-of-Service Signalized Intersection Peak Hour Level-of-Service – Delay (sec/veh) Northbound Southbound Eastbound Westbound Total AL Hwy 181 / AL Hwy 104 AM B – 15 B – 16 B – 16 B – 15 B – 16 PM B – 14 B – 16 B – 15 B – 16 B – 15 Unsignalized Intersection Peak Hour Level-of-Service – Delay (sec/veh) Northbound Southbound Eastbound Westbound Total AL Hwy 181 / Falling Water Blvd AM A – 1 A B – 13 - - PM A – 1 A B – 12 - - Table 4.3 – Year 2028 Total Traffic Level-of-Service Signalized Intersection Peak Hour Level-of-Service – Delay (sec/veh) Northbound Southbound Eastbound Westbound Total AL Hwy 181 / AL Hwy 104 AM B – 15 B – 16 B – 17 B – 16 B – 16 PM B – 15 B – 16 B – 15 B – 17 B – 16 Unsignalized Intersection Peak Hour Level-of-Service – Delay (sec/veh) Northbound Southbound Eastbound Westbound Total AL Hwy 181 / Falling Water Blvd AM A – 1 A – 1 C – 16 C – 22 - PM A – 1 A – 1 C – 16 C – 24 - AL Hwy 181 / W. Driveway 1 AM - A B – 11 - - PM - A B – 11 - - AL Hwy 181 / E.W. Driveway 2 AM A A B – 11 B – 11 - PM A A B – 11 B – 11 - All intersections are anticipated to operate at acceptable levels-of-service in Year 2028 with the construction of the 375-lot subdivision. HARVEST GREEN FAIRHOPE, AL 5 - 1 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16626 Harvest Green TIA\Report\Sec5_Precom.doc Section 5 Recommendations and Conclusions 5.1 Auxiliary Lane Warrants The traffic volumes at the proposed intersections of AL Highway 181 with Falling Water/E. Driveway 1, AL Highway 181 with W. Driveway 1, and AL Highway 181 with E. Driveway 2/W. Driveway 2 were evaluated to determine if the warrants outlined in the National Cooperative Highway Research Program (NCHRP) Report 457, Evaluating Intersection Improvements: An Engineering Study Guide are anticipated to be met for constructing auxiliary right turn lanes. Report 457 contains graphical illustrations of the volume requirements for auxiliary lane warrants. The right turning traffic utilizes the advancing volume and right turning volume. The auxiliary lane warrants were evaluated using the 2028 total traffic volumes at the intersections of AL Highway 181 with Falling Water/E. Driveway 1, AL Highway 181 with W. Driveway 1, and AL Highway 181 with E. Driveway 2/W. Driveway 2. Based on anticipated traffic volumes, a southbound right turn lane is warranted at both proposed driveways and northbound right turn lanes are warranted at both proposed driveways. In addition, ALDOT’s Access Management Manual requires a southbound left turn lane at Falling Waters since that is a median opening. A level-of-service analysis was not performed at each intersection to determine the anticipated levels-of-service with the warranted turn lanes. The left turn lane was included in the previous 2028 analysis since it is a requirement. The right turn lanes will not reduce the level-of-service for the northbound and southbound movements. 5.2 Signal Warrant Analysis The City of Fairhope requested that signal warrants be considered at the intersection of AL Highway 181 and Falling Water Boulevard with the additional driveway for Harvest Green. Signal Warrants were analyzed using the existing counts collected in September 2021 with the addition of the anticipated site traffic. To determine if a traffic signal can be installed at a particular intersection, the traffic signal warrants outlined in the Manual on Uniform Traffic Control Devices (MUTCD) must be evaluated. There are nine warrants outlined in the MUTCD. Warrant 1 Eight-Hour Vehicle Volume Warrant 2 Four-Hour Vehicle Volume Warrant 3 Peak Hour Warrant 4 Pedestrian Volume Warrant 5 School Crossing Warrant 6 Coordinated Signal System Warrant 7 Crash Experience Warrant 8 Roadway Network Warrant 9 Intersection Near a Grade Crossing The first three warrants (the vehicular volume warrants) are the typical warrants that are evaluated to determine whether a traffic signal could be a potential improvement at an intersection. The volumes warrants are based on the higher volume minor street approach and the combined two-way major street approach volumes. HARVEST GREEN FAIRHOPE,AL 5-2 Neel-Schaffer, Inc. Mobile, Alabama M:\Projects\NS-16626 Harvest Green TIA\Report\Sec5_Precom.doc The eight-hour warrant sets forth minimum volumes for eight hours of the day for the heaviest volume approach of the minor street and the combined approach volume of the major street. The four-hour warrant and peak hour warrant involve plotting points on a graph based on volumes from the major and minor streets. Each of the three vehicular volume warrants have two alternatives for the signal warrant evaluation. The first is commonly referred to as a “full warrant”, where the minimum threshold is at the highest level and there are no adjustments for speed or population. The other is a “reduced warrant”, or 70% warrant. In this instance, the minimum threshold is reduced based on either a 40 mph or greater speed on the major street or if the intersection lies within the built- up area of an isolated community. The intersection of AL Highway 181 and Falling Water Boulevard/East Driveway 1 was evaluated to determine if a traffic signal may be warranted at this location. Since the posted speed on AL Highway 181 is 55 mph, the 70% reduction warrants could be applied. The westbound approach traffic was calculated as a percentage of the peak hour traffic based on the distribution of traffic counted coming out of The Waters Subdivision. The distribution is shown graphically with the following figure. Based on the proposed westbound approach and the 2021 counts for northbound and southbound, a traffic signal is not anticipated to be warranted. The analysis did not include any reduction for possible right turning vehicles. 5.3 Conclusions The development of the project site with a 375-single family lot subdivision is not anticipated to create capacity related deficiencies. The proposed driveways do meet the thresholds for right turn lanes and a southbound left turn lane at the intersection of AL Highway 181 and Falling Water Boulevard is required by the Access Management Manual. .... ::::, 0 I 1.2 1 0.8 ~ 0.6 Cl) c.. ~ 0.4 0.2 0 Typical Subdivision Daily Distribution 7:00 AM 8:00 AM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM Time 1-L NEEL-SCHAFFER :. Solut:ions you can build upon FIGURE 5.2 HARVEST GREEN DEVELOPMENT PROPOSED IMPROVEMENTS 3 2 42 1 3 2 1 1-L NEEL-SCHAFFER :. Solut:ions you can build upon .. -I _,;~ 1: . ,·~ . ,i( .. .".!.:. /l2 f., .• ' . ,,..~ .,,.,,.. ~~- ~/ / ,, ,q .,,,. V HARVEST GREEN DEVELOPMENT PROPOSED IMPROVEMENTS l ' . 1-L NEEL-SCHAFFER :. Solut:ions you can build upon HARVEST GREEN DEVELOPMENT PROPOSED IMPROVEMENTS .. ,d .,., ~-- ► ' . ...