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HomeMy WebLinkAbout03-06-2023 Planning Commission Agenda PacketFebruary 6, 2023 Planning Commission Minutes 1 The Planning Commission met Monday, February 6, 2023, at 5:00 PM at the City Municipal Complex, 161 N. Section Street in the Council Chambers. Present: Rebecca Bryant, Vice-Chair; Art Dyas; Harry Kohler; John Worsham; Hollie MacKellar; Clarice Hall-Black; Erik Cortinas, Building Official; Jack Burrell, City Council Liaison; Hunter Simmons, Planning and Zoning Manager; Mike Jeffries, Development Services Manager; Michelle Melton, City Planner; Casey Potts, City Planner; and Chris Williams, City Attorney. Absent: Lee Turner, Chairman. Vice-Chairman Bryant called the meeting to order at 5:01 PM. Old/New Business: Appointment of Planning Commission Secretary Summary: Staff recommends Hunter Simmons be appointed as Planning Commission Secretary, in the interim, until the Planning Clerk position is filled. Motion: Erik Cortinas made a motion to appoint Hunter Simmons as Planning Commission Secretary. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Rebecca Bryant, Art Dyas, John Worsham, Harry Kohler, Clarice Hall-Black, Hollie MacKellar, Councilman Burrell, and Erik Cortinas. NAY: None. SD 20.11 – Hilltop Subdivision, Phase II – Request of the applicant, Jade Consulting, LLC, for an extension of 6 months to submit for final plat approval. Summary: Hunter Simmons, Planning and Zoning Director, presented the extension request. A one-year extension was already granted and construction has begun. Staff does not have an issue with granting the six (6)month extension for the Hilltop Subdivision, Phase II Final Plat. Rebecca Bryant clarified that the extension request is in addition to the one (1) year already granted. Mr. Simmons confirmed. Rebecca Bryant then requested information regarding typical extension timeframes. Mr. Simmons responded that once the project is under construction, a one (1) year extension is typical. Additional time has been granted in the past under specific circumstances. A full second-year extension is not typical. However, six (6) months falls into what staff has recommended in the past. February 6, 2023 Planning Commission Minutes 2 Motion: John Worsham made a motion to grant a six (6) month extension of SD 20.11 Hilltop Subdivision, Phase II. Clarice Hall-Black seconded the motion. Councilman Burrell asked to discuss. Councilman Burrell asked if the applicant had been granted an extension request prior. Mr. Simmons responded that the six (6) month extension request is the second extension request for the project, the first extension being for one (1) year. Mr. Simmons explained that the project was originally outside of the City of Fairhope City Limits and later was annexed and zoned PUD, which created some delays for the project. The motion carried unanimously with the following vote: AYE: Rebecca Bryant, Art Dyas, John Worsham, Harry Kohler, Clarice Hall-Black, Hollie MacKellar, Councilman Burrell, and Erik Cortinas. NAY: None. Approval of the Minutes January 5, 2023: Councilman Burrell made a motion to approve the minutes as presented from the January 5, 2023, meeting. Art Dyas seconded the motion and the motion carried unanimously with the following vote: AYE: Rebecca Bryant, Art Dyas, John Worsham, Harry Kohler, Clarice Hall-Black, Hollie MacKellar, Councilman Burrell, and Erik Cortinas. NAY: None. Consideration of Agenda Items: UR 23.02 Request of Mediacom for a Section 11.52.11 (Ala. Code) Utility Review and approval of the proposed underground installation of approximately 13,605 LF of fiber in the Twin Beech Estates & Live Oaks Subdivision. Summary: Hunter Simmons presented on behalf of staff. Recommendation: Staff recommends approval of UR 23.02 subject to the following conditions: 1. A pre-construction meeting shall be held with the City prior to issuance of any permits. 2. 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. 3. 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. An additional right-of-way permit may be required for the potholing procedures. February 6, 2023 Planning Commission Minutes 3 4. Follow-up activities below required by staff and the applicant: 5. 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. 6. Provide draft door hanger for approval at time of pre-construction. 7. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. 8. Ensure enough space for proposed work is available within existing easement, if not applicant is responsible for either expanding existing easement or acquiring an additional easement. 9. Applicant shall contact Alabama One Call to locate all existing utilities (750ft max per day). 10. Utilities boxes shall be concentrated near existing boxes. 11. For permitting purposes, applicants shall provide subsurface utility engineering quality-level C, unless otherwise required by the Fairhope Building Department. Motion: Art Dyas made a motion to approve Case UR 23.02, the underground installation of approximately 13,605LF of fiber, subject to staff’s recommendation. Harry Kohler seconded the motion and the motion carried unanimously with the following vote: AYE: Rebecca Bryant, Art Dyas, John Worsham, Harry Kohler, Clarice Hall-Black, Hollie MacKellar, Councilman Burrell, and Erik Cortinas. NAY: None. ZC 23.01 Public hearing to consider the request of the Applicant, Kenneth Kleban, acting on behalf of the Owner, FST and Encounter Development, LLC, to establish an initial zoning of B-2, General Business District, concurrent with annexation into the City of Fairhope. The property is approximately 1.1 acres and is located near the northeast corner of State Highway 181 and State Highway 104. PPIN #77558 Summary: Casey Potts, City Planner presented on behalf of staff. Staff recommends approval of ZC 23.01. Councilman Burrell asked if the historical significance of the site was known to the public. Mr. Simmons clarified that the subject parcel is not the filming location of the “Close Encounters of the Third Kind” movie. The filming site is located further north on US Hwy 181. Mr. Simmons also notes that the subject property appears to not have had a portion acquired by ALDOT, like adjacent properties. Vice-Chair Bryant opened the public hearing. Having no one present to speak, the public hearing was closed. Motion: Art Dyas made a motion to recommend approval of Case ZC 23.01 to City Council. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Rebecca Bryant, Art Dyas, John Worsham, Harry Kohler, Clarice Hall-Black, Hollie MacKellar, Councilman Burrell, and Erik Cortinas. NAY: None. February 6, 2023 Planning Commission Minutes 4 SD 23.05 Public hearing to consider the request of the Applicant, Dewberry, acting on behalf of the Owner, North Hills at Fairhope, LLC for Final Plat Approval of North Hills, Phase 2, a 63- Lot Major Subdivision. The property is approximately 49.30 acres and is located north of State Highway 104, east of County Road 13, near the Waters Subdivision. PPIN #: 98367 Summary: Casey Potts presented the case summary, showing the site, plat, and drone footage. The remaining punch list items were discussed, specifically: - Two (2) chimney seals and one (1) rain stopper have not been installed. The materials have been delivered to the contractor and installation is pending. - All fire hydrant road markers have not been installed. An invoice has been provided. - Aerator installation is pending the installation of power services. Invoice has been provided. The applicant requested a waiver from the Preliminary Plat requirement of installing speed humps, per the approved design. The applicant proposes the installation of two (2) additional speed limit signs in lieu of the speed humps. The speed limit signs were ordered and would be installed promptly. Staff supports the waiver request. Drone footage of the site was shown. Mr. Simmons clarified that the site is presently tidier than depicted in the footage. Follow up activities are required by the applicant: - Copy of the recorded plat. Final plat must be recorded within 120 days after the date of final approval. - Copy of the recorded O&M agreement - Maintenance and Guaranty (M&G) Agreement executed by the developer – the mayor signs this agreement to fully execute it Sidewalks and street trees were installed with the Final Plat request. As such, a performance bond was not required. Recommendation: Staff recommends approval with the following conditions. 1. Installation of the remaining punch list items. 2. Complete required follow up activities. Staff believes this is a good opportunity to amend the subdivision regulations in the future to address alternatives to speed humps, which are not favored by Public Works or Planning Staff due to ongoing maintenance issues. Existing traffic control measures are vague, which inhibits input in preliminary stages of design and review. Mike Jeffries added that speed humps can be added to the development at a later date by City Council approval, if needed. Vice-Chair Bryant opened the public hearing. Having no one present to speak, the public hearing was closed. February 6, 2023 Planning Commission Minutes 5 Rance Reehl, the developer, was present and spoke to the waiver request. He stated that discussions were had between the Right-of-Way Inspector and Planning Staff and the consensus was that the speed humps were not necessary. He clarified that, if the Commission required their installation, he would install the speed humps. He stated that speed limit signs will be added to regulate traffic in lieu of the speed humps. Motion for Waiver Request: Councilman Burrell agreed with Mr. Reehl’s comments and made a motion to grant a waiver from installing the speed humps. Art Dyas seconded the motion and the motion carried unanimously with the following vote: AYE: Rebecca Bryant, Art Dyas, John Worsham, Harry Kohler, Clarice Hall-Black, Hollie MacKellar, Councilman Burrell, and Erik Cortinas. NAY: None. Motion for SD 23.05: Erik Cortinas made a motion to approve Case SD 23.05. Mr. Simmons then clarified if the intent was to approve subject to staff conditions. Mr. Cortinas then amended the motion to approve subject to staff conditions. Hollie MacKellar seconded the motion and the motion carried unanimously with the following vote: AYE: Rebecca Bryant, Art Dyas, John Worsham, Harry Kohler, Clarice Hall-Black, Hollie MacKellar, Councilman Burrell, and Erik Cortinas. NAY: None. SD 23.06 Public hearing to consider the request of the Applicant, S.E. Civil, acting on behalf of the Owner, 68V Overland Villas, LLC, for Final Plat Approval of Overland Townhomes, a 16- Unit Multiple Occupancy Project (MOP). The property is approximately 2.42 acres and is located on the south side of County Road 48, east of the River Mill Subdivision. PPIN #: 43640 Summary: Michelle Melton presented the case summary, showing the site, plat, and drone footage. In order to close out the MOP, the Applicant will need to complete the following “Follow Up Requirements of Applicant”: 1. Provide Maintenance Bond and Agreement for utilities being accepted by the City of Fairhope.  Be sure to include a clear exhibit of what is being accepted.  2. Provide a copy of the recorded O&M Agreement.  3. Record a copy of the As‐Built Site Plan with corrected “Property Zoning” as “PUD” in the site data table. (Labeled MOP Site Plan in Applicant submittals)  4. A specific note on the recorded As‐Built Site Plan pursuant to Subdivision Regulations, Art. V,  Section F(3)(d)(4). “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 the publicly  accepted right‐of‐way.”  February 6, 2023 Planning Commission Minutes 6 5. A specific note on the recorded As‐Built Site Plan stating the following:  “The internal right‐of‐ways, roads, easements and drainage facilities are private and will be  maintained by the POA. The internal right‐of‐ways, roads, easements and drainage facilities will not  be maintained by the City of Fairhope. If individual lots, sites, units, etc. are to be sold, the  developer/owner shall be required to meet the current City of Fairhope Subdivision Regulations in  effect at that time, and the property shall be brought into compliance with those regulations prior  to such sale or attempted sale.”  Recommendation: Staff recommends approval with the following conditions. 1. Install fencing for safety around pond.  2. Complete the aforementioned “Follow Up Requirements of Applicant” Mrs. Bryant expressed her disappointment that the fence alters the greenspace applicability of the pond. She states that this case presents an opportunity for greenspace regulation changes in the future. Vice-Chair Bryant opened the public hearing. Having no one present to speak, the public hearing was closed. Larry Smith, engineer, was present and elected to speak to the project. He stated that the pond is lined with bentonite clay, which will keep it from infiltrating. The pond is able to keep a static water level. He stated the confusion probably stemmed from pumping the water level down to make repair to a mitered in section that was not poured and then inspecting the repair. The pond is tied to irrigation to maintain a static water level. Motion: Mr. Simmons requested to clarify the conditions recommended by staff. He recommended removal of condition #1 from the recommendation, since the applicant has addressed this item. John Worsham made a motion to approve Case SD 23.06 subject to Condition #2, the completion of the aforementioned “Follow Up Requirements of Applicant.” Art Dyas seconded the motion. Jack Burrell requested to discuss the application further. He questioned whether removing the fence condition of approval would remove the requirement to have a fence installed in perpetuity. Mr. Smith offered to add a note on the MOP as-builts that fencing shall be required. John Worsham amended his motion to approve with the following conditions: 1. Complete the aforementioned “Follow Up Requirements of Applicant.” 2. Adding the fencing around the pond on the as-built drawings. Art Dyas seconded the motion and the motion carried unanimously with the following vote: February 6, 2023 Planning Commission Minutes 7 AYE: Rebecca Bryant, Art Dyas, John Worsham, Harry Kohler, Clarice Hall-Black, Hollie MacKellar, Councilman Burrell, and Erik Cortinas. NAY: None. SD 22.30 Public hearing to consider the request of the City of Fairhope’s Planning and Zoning Department, to accept Resolution 2022-06 for various proposed amendments to the City of Fairhope’s Subdivision Regulations Summary: Hunter Simmons presented the proposed Subdivision Regulation amendment. He stated that the majority of the changes are due to the change in enforcement of the Subdivision Regulations in the Extra- Territorial Jurisdiction that were approved by Planning Commission in December 2022. The definition and responsibility of the Subdivider, Contractor, and other parties are also clarified in the amendment. Mr. Simmons noted that a modification was made to the proposed Subdivision Regulations amendment proposed with the Staff Report. As presented at the meeting, Article V, Section C of the Subdivision Regulations was revised to address the impact of County maintained rights-of-way on development within the City Limits. Erik Cortinas requested that the definition of “flood insurance study” in Article II be amended to state “current Flood Insurance Rate Map (FIRM) published for Fairhope, AL (#010006)” in lieu of “the floodways as identified or delineated in the Flood Insurance Study for Baldwin County, Alabama.” Motion: Mr. Cortinas made a motion to approve the proposed Subdivision Regulations amendment subject to amending the definition of Floodway (a) in Article II to read “the floodways as identified or delineated in the current Flood Insurance Rate Map (FIRM) published for Fairhope, AL (#010006)” in lieu of “the floodways as identified or delineated in the Flood Insurance Study for Baldwin County, Alabama.” Clarice Hall-Black seconded the motion and the motion carried unanimously with the following vote: AYE: Rebecca Bryant, Art Dyas, John Worsham, Harry Kohler, Clarice Hall-Black, Hollie MacKellar, Councilman Burrell, and Erik Cortinas. NAY: None. Adjournment Rebecca Bryant made a motion to adjourn. Councilman Burrell seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Rebecca Bryant, Art Dyas, Harry Kohler, John Worsham, Hollie MacKellar, Erik Cortinas, and Councilman Burrell. NAY: None. Adjourned at 5:52 p.m. February 6, 2023 Planning Commission Minutes 8 _______________________ ________________________ Lee Turner, Chairman Hunter Simmons, Interim Secretary This digital package has been condensed for size and some documents may not contain all the original pages. All submittals were reviewed in full by staff in preparation for the reports prepared for the Planning Commission. 1 UR 23.03 C-Spire – March 6, 2023 City of Fairhope Planning Commission March 6, 2023 ~1 ~~ dlA~J\~b UR 23.03 -C-Spire, Summer Lake Project Name: lsj'pire Fiber Instal lation Site Data: ------ t§,700 Linea r Feet Project Type: /Fiber Installation Jurisdiction: ~ope Planning Jurisd i ction Zoning District: ___ _j R-1 PPIN Number: General Location: Summe r Lake Subd i vision, East of Boothe Rd on Tw in Beech Rd Surveyor of Record; De l ta Fiber Engineer of Record; !Delta Fibe r Owner I Developer: Jc -Sp ire School District: 7 ---------< Fairhope El eme ntary Schoo l Fairhope Middle and High Schools Recommendation: Approved w ith Cond itions Prepared by: ichris Ambron Le gend .Propol/lidWorkA rn -RoaOi % ~c, J. ~IN8EECMR C Parnls ve Corpor.ateLlm tS tor,,r,gtl•-- PUO -Planned Uni One~me11t R•!•l.oo'IOensrty Slfl1,fe.Fam1rt •R·2· Medum Densit)'Sil191e·F1mit, -FVi· High D tnsrt,,, 6 i~te•F1m11¥ 2 UR 23.03 C-Spire – March 6, 2023 Summary of Request: Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of approximately 6,700 linear feet of buried fiber along routes outlined on the below location map. 144CTFOC 145-288 SUMMERL.KE .01 ISTA:~I A) UH..S (J0x60xJ6) • I A) SPLICES • 192 A) 800288P LCP • 1 fGPS: J0.501894" . ..87.87-4542"] NOTE: t.!ElRO NOT IN PV.CE AT TI ME OF DESIGN. SUMMERL.KE .02 lSTA: 2.gg I _...,,.u A) UH.A (JOX48XJ6) • 1 A)144CTFOC•299' •==1 1.1 \---JI---~ FIBERS 145-268 AR E BEI NG USED TO f"EEO SUMM ER LAl(E PRO.ECT, A BERS 1-14-4 ARE SPARE ABERS BEING LEFT AT THE LCP FOR FUTURE USE. ·-r' l r I j !KU-ll.llaEILICl ·K jllk:U.»lfoGO\ AIIM-4Pf..-.:M)•t AIWCTfOC•IU Q Al TYCO V IPUCE CASE • 1 Ai11'UC£1•11 A1TillllDfTAm1111-1or ,..,,,,... SUIIIIEllKE -11 (ITA.>tl7 1 .... Al~f2~•1 Ajllll)(Jf7ATDt•11•1//111 (PC:2ll-2881 SUMMER L.KE • OJ jSTA:5•87 10,.00) A) UH--4 (JOX48XJ6} • 1 Al1 44CTFOC•21S' At TYCO "'O'" SPU:E CA SE· 1 A)SPUCES •12 Al TRIDENT RTO t x 17 • 100' 144CTFOC 1~276 1 l l ,.,,,,_ $UIMEAU(£.a (STA:17•ll l ..., Al~Pl..u.Jlt-1 ~~~~CAK •I Alll'UCEl•X AITIIIDBlfTATDt•U •100" [~"'~-+-M -..- I i ,,., ....... II.NIIEALN ·U (ITA:.t..UI AjfM..)(l,ldW.t}•I (1~:.-·- ·\ AIIUC'TfOC •JJT 1 Al'TYCOVINJCEC.UC•t AIIP\JCO•• I A1TlllOEJfTATDbt1 •1• _-,.__,__.., __ ""'F<IC l ~IIIO f (PC:1U..ISJ SUltllilEJtU(£.u wr..._,. .. , ..... Ajlk-)(2~•1 AIMCTFOC•• Al TYCO T Sl'UCE CASE • I ~~;..g, .... pc_, ltMrlNERU([-11 ISTk1♦-$I .... Ajl,M.) p,t.x-'CJ • 1 A1natl0fTATDl1IJ ""MW l 5~~ I ~~~ -~~_~_,.;._•--L __l ~ ·-~,. 3 UR 23.03 C-Spire – March 6, 2023 1. Citizen Communication & Notification • Provide Door Hangers at preconstruction meetings which shall be approved prior to distribution and work. • Use of portable A-frame style signage at the entrance and exit of work sites. • Applicant shall dedicate a Point of Contact to answer citizens questions. 2. Permitting, Locating & Phasing • Subsurface Utility Engineering may be required for sensitive locations within the city as required by the ROW supervisor. • An additional right-of-way permit may be required for the potholing procedures needed for SUE. • A traffic control plan shall be submitted with all permits that affect the flow of traffic. • No work shall begin until a ROW permit is issued by the City of Fairhope Building Department. Permit not valid until approved and paid for on Citizen Serve online portal. • The City’s ROW inspector is to be notified 24 hours prior to any activity within the ROW. The prior notice applied to all activity within the ROW including but not limited to trenching, boring, concrete placement. • Hand holes/boxes shall not be allowed to be installed in sidewalks. The applicant shall review the sidewalk plan to determine if there are any conflicts. The applicant shall coordinate with the ROW inspector to resolve any conflicts. • The applicant shall contact Alabama One Call 811 to locate all existing utilities in the ROW (750 LF maximum daily allocation for COF utility locates per day). • A phasing plan must be submitted with the permit to alleviate confusion for locating. • A pre-construction meeting shall be held with the City prior to issuance of any permits. 3. Construction • A minimum horizontal clearance (separation) of 36” must be maintained from water, sewer, gas, stormwater, and other city utility infrastructure. • A minimum depth for all telecommunication lines shall be 30”. • Conduit shall match the 811-color code for communication, electric, gas etc. No blue/blue striped conduit is to be used for telecommunications. • The contractor responsible for *excavating inside right of way will be required to provide video documentation of the integrity of any sanitary sewer line (including laterals) within 3 feet of work being performed. This can be videoed prior to work being performed if locations, including depths, are clearly established by contractor, and said work is not within 3 ft of sewer mains or laterals within right of way. This does not apply to laterals on private property not “publicly maintained” (Private infrastructure). • Water, sewer, and gas mains/services must be potholed prior to bore/missile crossings. If street cuts are necessary please contact Right of Way inspector for restoration. • If sidewalk panels need to be removed, the subgrade must be compacted to the satisfaction of the ROW inspector. Cold patch asphalt shall be used as a temporary walking surface until the permanent repair can be done. • Sidewalk panels shall be a minimum of 4000 psi and be inspected within 24 hours of pouring concrete. Anything over one sidewalk panel shall be poured via concrete truck (no bag mix allowed). 4 UR 23.03 C-Spire – March 6, 2023 4. Horticultural • Handholes shall not be located within driplines of trees within City property, to include the right of ways, without explicit written permission from the City Horticulturalist. • Any proposed trenching shall not be within the dripline of trees. • If within tree dripline, consult the City of Fairhope Horticulturist prior to earth work. • Trees shall not be negatively impacted. • 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. • Any work done within the critical root zone shall be done to meet or exceed Internal Society Arboriculture (ISA) standards. • All roots to be removed shall be severed cleanly at the perimeter of the protected radius. • Protective barriers shall be used for all trees, barricades shall be erected a minimum of 20’ from the trunk. 5. Erosion Control • Any ROW cuts shall be stabilized (covered) at the end of each day & disturbed areas shall be re-vegetated with sod within ten (10) days of completion of the project. Sod shall be watered to ensure survival. • Any excess soil shall be removed and disposed of properly. Dumping on private property without approval will not be tolerated. • Mulch / seed shall only be acceptable as temporary cover. • Inlets shall be protected. BMPs shall be placed at all affected storm inlets. • If the site is within 100' of a critical area (wetland, etc.), red soil/clay shall not be allowed as fill material, per the City’s Red Clay/Soil Ordinance. • BMPs shall be installed at boring sites and trench locations. • Ground conditions in the ROW’s shall be returned to original preconstruction condition(s) or better. • No open trenches shall be allowed. Directional boring shall be used in sensitive areas, such as under roads, in proximity to trees, on finished lots, etc. • 6. Project Completion, Punch List Walk, & As Built • The applicant shall provide as-built drawings of all installed lines depicting depths. • Damage to any City’s infrastructure (storm, sewer, water, ditches etc. shall be the responsibility of the permittee to repair to city standards at no cost to the city. • Any damage that occurs needs to be reported to the city as soon as possible. • Pedestals shall be placed in a manner as to avoid obstructing visibility of motorists and to allow vehicles to exit the roadway during an emergency. 5 UR 23.03 C-Spire – March 6, 2023 7. Staff Recommendation • The proposed utility construction falls within the corporate limits of the City of Fairhope. Any portions of the project affecting public right-of-way (ROW) maintained by Baldwin County or the Alabama Department of Transportation (ALDOT) shall require permits through the respective agency. • This site shall comply with all State, Federal and local requirements, including, but not limited to the following City of Fairhope Ordinances: i. City of Fairhope Wetland Ordinance (#1370), which regulates activity within 20' of wetlands. ii. City of Fairhope Red Soil & Clay Ordinance (#1423), which prohibits the use of red soil / clay within 100' of critical areas. iii. City of Fairhope Erosion and Sediment Control Ordinance (#1398). iv. Chapter 19 Article VI: ROW Construction and Administration, Ordinance (1754) v. City of Fairhope Tree and Landscape Ordnance (#1444) • Staff Recommendation: Approval with Conditions of UR 23.03 NORTH AVE N SUMMIT STN BAYVIEW STBLAKENEY AVE City of FairhopePlanning Commission January 5, 2023 ¯N BAYVIEW STBLAKENEY AVE SD 23.01 - 350 N. Bayview Legend Roads Parcels Corporate LimitsZoning Classification R-2 - Medium Density Single-Family Planning Jurisdiction ^ Project Name: 350 N. Bayview, MinorSite Data: 0.59 acresProject Type: 2-Lot Minor SubdivisionJurisdiction: Fairhope Planning JurisdictionZoning District: R-2PPIN Number: 14416General Location: East side of North Bayview Street, North side of Blakeney AvenueSurveyor of Record: David Lowery Surveying, LLCEngineer of Record: N/AOwner / Developer: FST, Robert J. Writt & Renee WrittSchool District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Prepared by: µ µ Approve with Conditions Mike Jeffries Page 5 of 10 APPLICATION FOR SUBDIVISION PLAT APPROVAL Application Type: Village Subdivision Minor Subdivision Informal (No Fee) Preliminary Plat Final Plat Multiple Occupancy Project Attachments: Articles of Incorporation or List all associated investors Date of Application: ______________________ Property Owner / Leaseholder Information Name of Property Owner: _______________________Phone Number: ___________ Address of Property Owner: ________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Proposed Subdivision Name: ________________________________________________ No. Acres in Plat: _______________________ No. Lots/Units: ___________________ Parcel No: _______________________________ Current Zoning: ___________________ Authorized Agent Information Plat must be signed by the property owner before acceptance by the City of Fairhope Name of Authorized Agent: ______________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ Surveyor/Engineer Information Name of Firm: __________________________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ Plat Fee Calculation: Reference: Ordinance 1269 Signatures: I 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 application. ___________________________________________ ___________________________________________ Property Owner/Leaseholder Printed Name Signature ___________________________________________ ___________________________________________ Date Fairhope Single Tax Corp. (If Applicable) □ □ □ □ □ □ □ 1 SD 23.01 350 N. Bayview March 6, 2023 Summary of Request: The owners and applicants are Robert J. and Renee A. Writt for the project. This application is for a 2-lot minor subdivision located on the northeast corner of N. Bayview St. and Blakeney Ave. Subject property is zoned R-2 and approximately .59 acres. The site data table is included below: General Comments: • All lots front on a publicly maintained road and meet the lot size requirements. Drainage Comments: • The property is vacant and existing flow patterns are not being changed. Utility Comments: • Electric, Water, Sewer, and Gas are provided by the City of Fairhope. • Telephone is provided by AT&T • Based off the flow model the applicant’s engineer has stated that installing an automatic fire sprinkler system meets the current ISO Fire Suppression Rating Schedule Paragraph 340 Exception 1. The city requires fire flow to meet International Fire Code and it does not. • Currently state law prohibits Building Departments from requiring sprinkler systems in one-family or two-family dwellings. Connectivity: • Sidewalks do not exist along either of the existing roads adjacent to this subdivision. The Subdivision Regulations allow for the Planning Commission to allow for a 10’ sidewalk easement in lieu of installing sidewalks due to the absence of other sidewalks in the proximity to the subdivision. The applicant is asking for a waiver from installing sidewalks or providing an easement. Waiver requests are included in the Planning Commission packet. Staff does not support the waiver request. Staff is in support of an easement in place of the sidewalk as permitted by the subdivision regulations. Easements: • The applicant is asking for a waiver from providing the 15’ required drainage and utility easements along the property lines. Staff does not support the waiver request. S ITE DATA: ZON ING : R-2 SETBACKS: (UNLESS St-lOWN OTHERWISE) FRONT: 35' REAR: 35' S IDE : 10' S IDE ROAD : 20' 2 SD 23.01 350 N. Bayview March 6, 2023 Waiver Standards: 1. An extraordinary hardship may result from strict compliance with these regulations due to unusual topographic or other physical conditions of the land or surrounding area not generally applicable to other land areas. Does not Meet 2. The condition is beyond the control of the sub-divider. Does not Meet 3. The requested waiver will not have the effect of nullifying the purpose and intent of the regulations, the Zoning Ordinance, or the Comprehensive Plan. Does not Meet 4. The waiver is the minimum deviation from the required standard necessary to relieve the hardship; Does not Meet there is not a hardship. 5. The waiver shall not have an adverse effect on adjacent landowners, or future landowners, or the public; The waivers are for easements that can be used in the future. 6. The waiver is necessary so that substantial justice is done. Does not Meet Additional comments: • Currently an accessory structure exists on the easterly side of the lot. The structure is currently non- conforming. Staff’s recommendation is the new lot and structure need to be brought into conformance and the structure be removed. The structure will also be inside the drainage and utility easement without approval of the waiver request. The structure should have been removed at the same time the applicant chose to remove the house. Comments: The City of Fairhope Subdivision Regulations contain the following criteria in Article V.B.2. Approval Standards. “2. Consistency with Plans, Regulations and Laws - The Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a. The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; • Meets with removal of the accessory structure b. The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; • Meets c. The proposed subdivision is not consistent with these Regulations; • meets d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; • Meets e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” • Meets with removal of the accessory structure Recommendation: Waiver Request for not providing sidewalks or sidewalk easement. Staff does not support. 3 SD 23.01 350 N. Bayview March 6, 2023 Waiver Request for not providing Utility or Drainage Easements. Staff does not support. Staff recommends approval of SD 23.01 350 N. Bayview with the following conditions: 1. The accessory structure is removed. 2. The easements for utilities, drainage, and sidewalk are added to the plat. 3. A solution to the fire flow is reached between the City and owner. Robert J. Writt 5280 Caroline St #1013 — Houston, Texas USA 77004 Phone: +1-832-477-5455 — E-Mail: bob.writt@icloud.com 17 February 2023 City of Fairhope Mr. Mike Jefferies 555 S. Section Street Fairhope, AL 36533 Re: Your email dated 17 Feb 2023 Minor Subdivision – 350 N. Bayview Fairhope, AL 36532 Dear Mr. Jefferies, Per your request, please find below the two waivers requested: 1) The 15' utility and drainage easements need to be added to the rear and side lot lines. We are requesting a waiver for the 15’ utility and drainage easements as they are unnecessary. Utilities are available along Blakeney and N. Bayview to service Lot 2 and along N. Bayview to service Lot 1. The adjacent parcels having existing homes and do not require utility access across Lots 1 & 2. Drainage easements are also unnecessary for the lots for the following reasons: 1) The lots slope 7% from Southeast to Northwest (towards the bay). 2) No standing water has been observed on the lots. 3) GeoCon performed a geotechnical survey in April 2022 on the lot. Three core penetrations were performed at depths ranging 22-26’. Groundwater was not encountered at the depths tested. Underneath the 6” of topsoil are 5’-6’ sandy soils are which are in a very loose to loose condition, providing good drainage. 4) The elevation of the lots ranges from 69’-55’ above sea level and are near the bluff above Mobile Bay. 2) If requesting a waiver from the required sidewalks along the ROW's of Blakeney St. and N. Bayview St. you will need to provide a 10' sidewalk easement along the lot lines adjacent to the ROW's We respectfully contend a sidewalk easement is unnecessary on the lots as the Planning Department describes above. Under Article 2, Definitions of the Subdivision Regulations, the Right of Way is inclusive of the sidewalk and the “Sidewalk: [is] the portion of the right-of- way paved for the use as a walkway for pedestrians”. The 50’ Right of Ways along Blakeney and N. Bayview are adequate in width to accommodate future sidewalks per the Subdivision Regulations. Please do not hesitate to contact me at 832-477-5455 or email me at bob.writt@icloud.com if you require any further information. Sincerely, Robert J. Writt BISHOP RDSOUTHWOODCT BROOK LN GAYFER RD EXT City of FairhopePlanning Commission March 6, 2023 ¯BISHOP RDSOUTHWOOD CT SD 23.07 - Dragonfly Commons MOP Legend Roads Parcels Corporate Limits Zoning Classification R-1 - Low Density Single-Family R-3 - High Density Single-Family R-4 - Low Density Multi-Family R-5 - High Density Dwelling Residential Planning Jurisdiction ^ Project Name: Dragonfly CommonsSite Data: 1.086 acresProject Type: 7-Unit Multiple Occupany ProjectJurisdiction: Fairhope Planning JurisdictionZoning District: R-4PPIN Number: 383706General Location: North side of Gayfer Road Ext, East side of Bishop RoadSurveyor of Record: SE Civil, LLCEngineer of Record: SE Civil, LLCOwner / Developer: Old Towne Investments, LLCSchool District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Prepared by: µ µ Approval Michelle Melton 6. THE UNDERSIGNED SPECIFY 04/23/201814:10:08 AS THE EFFECTIVE DATE AND THE TIME OF FILING □ ATTACHED ARE ANY OTHER MATTERS THE MEMBERS DETERMINE TO INCLUDE HEREIN 7. ORGANIZER(S) -OPTIONAL Not Applicable 04/23/2018 DATE Geoffrey A. Lane Member ELECTRONIC SIGNATURE & TITLE 1  SD 23.07 Dragonfly Commons MOP – March 6, 2023    Summary of Request:  Public hearing to consider the request of Olde Towne Investments, LLC for preliminary approval  Dragonfly Commons MOP, a 7‐unit multiple occupancy project.  The project was previously known as  Bishop Road MOP (SD 20.27) and the preliminary plat was approved in 2020; however, a final plat was  not submitted within two (2) years of said approval; thus, the 2020 approval expired. The current project  is essentially the same as the project previously approved. This application will require final MOP  approval.  The property is approximately 1.09 acres and is located on the west side of Bishop Road just north of  Gayfer Road. Mr. Larry Smith, PE of S.E. Civil, serves as the engineer of record (EOR) for subject  application. The property is zoned R‐4.  Comments:   The applicant has provided a site plan illustrating two (2) proposed buildings on a 1.09 acre property  with a gross density of 6.42 units per acre. The site plan illustrates a sidewalk along Bishop Road. There  are a total of 22 parking spaces provided. Each unit will have a single car garage. There is also an  uncovered parking space (driveway). The City of Fairhope does not recognize individual garage space(s)  as counted parking. Nonetheless, the 15 outside parking spaces provided surpass the parking  requirements.  Thus far,  utilities and roads/drives in the development have not been requested to be  accepted by the City of Fairhope. Utilities and roads/drives are to remain private and will not be the  responsibility of the City of Fairhope to maintain.     Utilities:   Fairhope Utilities are available for all utilities; however, they  will remain private inside the  development.   SI T E AINALYS -11S S IT E ACR EA GE f PRO OSE D) ______ BU l L ROOF) :!1:1 .OQ AC (47 .344 S F) ITS) C EA 0 .37 AC (33 .5%) ACKS: D: R EA Y A RD : MAXIMUM B U IL D I G HEIG T : P E.RV IOUS A R EA 0 .72 AC (66.5%) R EQ UIRE 30 F 10 F 35 F 30 F 2  SD 23.07 Dragonfly Commons MOP – March 6, 2023    o Electrical routing is to be determined and will be provided in final plat submittal.   AT&T provides telecommunications services.   Trash is individual roll‐out cans.   A fire hydrant was required in the previous case (SD 20.27) and has since been installed.  Traffic:   A letter was provided by the Engineer of Record that the daily trips do not trigger a traffic study  per the subdivision regulations.    Drainage:   Two (2) detention ponds are being created mostly facing Bishop Road. The Engineer of Record  provided a written statement stating that the ponds, as designed, conform to the requirements  of the Fairhope Subdivision Regulations and all other applicable rules, regulations, laws and  ordinances.   An Operations and Maintenance Plan (“O&M Plan”) has been provided and will be recorded  holding the owner responsible for routine inspections and maintenance.  Greenspace Requirements:   The greenspace requirement per Article V, Section C(2) is 25% for this residential MOP, which  translates to 0.27 acres. The Greenspace Plan has 0.44 acres of greenspace.  Article V, Section C.2. Applicability and Requirements: the regulations in this Section C. shall apply to any development, whether or not in the City Limits. Greenspace amounts to be provided shall be based on the dwelling unit per acre of a subdivision. For the purposes of this section, net density of a site is the resulting number of units per acre after removing public or private rights-of-way, storm water infrastructure, wetlands, water course and undevelopable land based on topography or physical constraints. Greenspace shall be provided as follows: Units per Acre Open Space Amount Less than 2 units per acre 10% 2-4 units per acre 15% 4-6 units per acre 20% More than 6 units per acre 25% Multiple Occupancy Project (commercial) 10% Multiple Occupancy Project (residential) Open Space Amount 3 units per acre 15% 4-6 units per acre 20% More than 6 units per acre 25%   Landscaping Requirements:   The landscape plan is the same as the previously approved one in SD 20.27 and has been re‐ approved. A 20” pine tree needs to be removed from the ROW (driveway) and will require a tree  removal permit.  3  SD 23.07 Dragonfly Commons MOP – March 6, 2023    Sidewalks:   A sidewalk is planned along Bishop Road per Article V, Section D(6)(a) of the Subdivision  Regulations.  Site Plan    I r----------------------------------------------------, I ~& ~~ I I '1 I I I I I I I I I ! 1 -.--------, as -I ~ N ~ I .--------, EJ ' -I I. I I I I NORTH 3':i7 .SS" l~l BI S O:P ROAD (00 ' .0.W,) I I I I I I I I I I I I ...,. I I \ i I : I I I I 4  SD 23.07 Dragonfly Commons MOP – March 6, 2023    Recommendation:  Staff recommends approval of the Preliminary Plat for SD 23.07.    S 89°41'17" W 211.36' (O)N 00°00'07" E 367.97' (O)S 00°00'00" E 368.29' (O)SOUTH 367.98' (R)BASIS OF BEARINGSS 89°31'54" W 203' (R)NORTH 367.98' (R)BISHOP ROAD (60' R.O.W.)TBMCAPPED IRON RODELEVATION = 122.10'27"26"24"23"25"27"20"20"21"22"23"20"24"23"20"20"CRFWETLAND FLAGS BYOTHERSWETLAND BUFFERCRFN 00°00'07" E 367.97' (O)NORTH 367.98' (R)±23,672 SQ. FT.±0.543 ACZONING: R-4±30,461 SQ. FT.±0.704 ACZONING: R-4211.36'211.35'112.00'112.00'144.29' 143.97'112.00'112.00'321±23,672 SQ. FT.±0.543 ACZONING: R-435' B.S.L. 30' B.S.L.10' B.S.L.10' B.S.L.15' B.S.L.35' B.S.L.35' B.S.L.N/F05-46-02-09-0-000-014.000CREEL, RYAN ETAL BOOTH,VINCENT A.PO BOX 175MONTROSE, AL 36559ZONING: RSF-EN/F05-46-02-09-0-000-015.000BALDWIN, RICHARD ETUX TAMARA105 HOMESTEAD VILLAGE #4FAIRHOPE, AL 36532ZONING: RSF-1N/F05-46-02-09-0-000-016.011RIVENBARK, R. L. ETAL RIVENBARK,BETTY E.5841 RIVENBARK LANEFAIRHOPE, AL 36532ZONING: R-4N/F05-46-02-09-0-000-016.000SCOPOLITES, JAMES M.8613 GAYFER AVE EXTFAIRHOPE, AL 36532ZONING: RSF-ECRSCRSCRSCRS5' (TYP.)63'45'FFE=124.005' (TYP.)85'FFE=124.00CLUSTERMAILBOXES10'20'20'25'25'22'20'R15'R15'40'10'20'25'13'22'40'20'R25'R25'CONCRETE PAVING(TYP.) SEE DETAILSTOP SIGN (R1-1), STREETNAME SIGNS, & STOP BARN/F05-46-02-09-0-000-015.001SCHLAUTMAN, STEPHENPO BOX 14MONTROSE, AL 36559ZONING: R-4R4'R4'R4'DETENTION POND 1DETENTION POND 230' B.S.L.4414'6'24'R4'45'DETECTABLE WARNING PAD(TYP.) SEE DETAIL5' WIDE SIDEWALK (TYP.)SEE DETAILWHEEL STOP(TYP.) SEE DETAIL80010204020 SCALESHEETC0120190565JRBDRAWNDATESCALEJOB No.1/24/231"=20'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallSITE PLANCivil Engineering& Surveying9969 Windmill RoadFairhope, AL 36532251-990-6566Dragonfly CommonsBishop RoadFairhope, AL 36532CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITEDEXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED ORRELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN THE BASE BID.TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIREDFOR SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIESTHE DRAWINGS. CONCRETE FOR CURBING SHALL BE 3000 PSI.REFER TO THE LANDSCAPING PLANS FOR PLANTING LOCATIONS AND ISLAND DETAILS.PAINTED STRIPING SHALL BE BRIGHT AND CLEAR. STRIPES SHALL BE PER PLAN AND PAINTEDCURBING SHALL BE FORMED AND POURED CONCRETE UNLESS OTHERWISE DETAILED WITHINALL DIMENSIONS AND RADII ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK.THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTINGON CLEAN ASPHALT OR CONCRETE. THIS SITE IS R-4.ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED.NOTIFY CITY OF FAIRHOPE INSPECTIONS 24 HOURS BEFORE THE BEGINNING OF EVERYPHASE OF CONSTRUCTION.ALL STRIPING IN R.O.W. TO BE CLASS A TYPE 2 THERMOPLASTIC.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTALA COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITEWHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS.CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED IN REQUIRED R.O.W. AND MUST BESTORED WITHIN THE SITE.DURING CONSTRUCTION, ACCESS ROADWAYS CONSTRUCTED OF AN ALL WEATHER SURFACECAPABLE OF SUPPORTING 75,000 POUNDS GROSS WEIGHT SHALL BE PROVIDED. THE WIDTH OFTHE ACCESS ROADWAY, DURING CONSTRUCTION, SHALL BE 20 FT PER STANDARD FIREPREVENTION CODE, LATEST EDITION. ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FHWA, LATEST EDITION. REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS.NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS, REFERENCING DETAILS IN ALDOT'SROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE.NO "PROTECTED TREES" WILL BE REMOVED, DESTRUCTIVELY DAMAGED, MUTILATED,RELOCATED, DISFIGURED, DESTROYED, CUT DOWN, OR EXCESSIVELY PRUNED DURINGSITE PLAN NOTESREGULATIONS AND CODES AS WELL AS O.S.H.A. AND ALDOT STANDARDS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF FAIRHOPE & BALDWIN COUNTYFIRE LANES AND SIGNAGE TO MEET REQUIREMENTS OF NFPA 1 CHAPTER 18.THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONSAT THE SITE; INCLUDING UTILITIES, SURFACES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANYUNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES.PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGSSHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. NOTIFY THEENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS.TOTAL SITE ACREAGE =1.09 ACRES.INSPECTIONS.CONSTRUCTION ACTIVITIES.SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.PROPOSEDEXISTINGSITE PLAN LEGENDTRAFFIC CONTROL ARROWEDGE OF PAVEMENTASPHALT PAVINGX" SYSL - X" WIDE SINGLE YELLOW SOLID LINEX" DYSL - X" WIDE DOUBLE YELLOW SOLID LINEX" SWSL - X" WIDE SINGLE WHITE SOLID LINECONCRETE PAVINGGRAVEL PAVINGHEADER CURBRIBBON CURBPARKING DATATOTAL REQUIRED (2 SPACES/ UNIT) =PARKING REQUIREMENTSPACES14BUILDING (UNDER ROOF)SITE ANALYSIS6,817 SF (7 UNITS)SITE ACREAGE (PROPOSED)±1.09 AC (47,344 SF)BUILDING SETBACKS:FRONT YARD:SIDE YARD:REAR YARD:MAXIMUM BUILDING HEIGHT:30 FT 10 FT 35 FT 30 FTBUILDING HEIGHT30 FT (MAX.)PROVIDED PARKING22 SPACESREQUIRED PARKING14 SPACES (SEE PARKING DATA)JURISDICTIONCITY OF FAIRHOPEPERVIOUS AREA0.72 AC (66.5%)IMPERVIOUS AREA0.37 AC (33.5%)REQUIRED:PROPERTY AREALAND USAGE--1.09 ACRES (47,344 SF)BUILDING AREA (UNDER ROOF)14.4%0.16 ACRES (6,817 SF)IMPERVIOUS PAVING0.21 ACRES (9,052 SF)GRASSED/LANDSCAPED AREA0.72 ACRES (31,475 SF)DESCRIPTION% OF PROPERTY AREAAREA19.1%66.5%ZONINGR-4TOTAL PROVIDED =22PARKING - EACH UNIT HAS A SINGLE CAR GARAGE. THERE IS ALSO ANUNCOVERED PARKING SPACE (DRIVEWAY)CONTRACTOR SHALL REFER TO THE ARCH. PLANS FOR EXACT LOCATIONS AND DIMENSIONS23.OF EXIT PORCHES; PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. THE DIMENSIONS SHOWN ARE TO THE FACE OF BUILDING UNLESS OTHERWISE NOTED.24.SITE DATA:1. ACREAGE IN TOTAL TRACT: 1.09 ACRES2. SMALLEST LOT/UNIT SIZE: 1,814 SF3. TOTAL SQUARE FEET OF EACH LOT OR UNIT: 12,698 SF4. TOTAL NUMBER OF LOTS OR UNITS: 75. LINEAR FEET IN STREETS: 265 LF (PRIVATE)6. NUMBER OF PARKING SPACES: 22 SPACES7. AMOUNT OF IMPERVIOUS SURFACE: 0.37 ACRES8. DENSITY (GROSS):6.42 UNITS/AC9. DENSITY (NET, FOR CALCULATING GREENSPACE, FAIRHOPE) 8.54 UNITS/AC10. TOTAL SF OF ALL AREAS RESERVED FOR TOTAL OPEN SPACE: N/A11. TOTAL SF OF ALL AREAS RESERVED FOR USEABLE OPEN SPACE: N/A12. GREENSPACE:0.44 ACRESOWNER:KATAPULT PROPERTIES, LLC19940 STATE HWY 181FAIRHOPE, AL 36532FLOOD ZONE:FIRM NO. 01003C0642M EFFECTIVE DATE APRIL 19, 2019, SHOWS THE PROPERTY TOBE SITUATED IN ZONE X UNSHADED.UTILITY PROVIDERS:WATER - FAIRHOPE UTILITIESSEWER - FAIRHOPE UTILITIESELECTRIC - RIVIERA UTILITIESGREENSPACE CALCULATIONS (CITY OF FAIRHOPE):ACREAGE IN TOTAL TRACT: 1.09 ACRESWETLANDS:0 ACRESPONDS:0.11 ACRESASPHALT ROADS:0.16 ACRESNET ACREAGE: 0.82 ACRESDENSITY (NET) = 7 UNITS/0.82 ACRES:8.54 UNITS/ACREGREENSPACE REQUIRED (25% OF 1.09 ACRES): 0.27 ACRESGREENSPACE PROVIDED:0.44 ACRES--1 L--(MOORE) (BAY AREA)I -I -' I L I I [ ----i---[ [ 0--1 ,---------------------------7 I I ! ~ l __ J~--1 /MARKER .... '' I \ I \ \ \ I I I I I I I I I I C=:::J C=:::J C=:::J I N \ I I c:::::::=::=J E:=J C=:::J BISHOP ROAD (60' R.O.W.)TBMCAPPED IRON RODELEVATION = 122.10'15" CMPINV IN EL=121.32' (N)INV OUT EL=121.55' (S)27"26"24"23"25"27"20"20"21"22"23"20"24"23"20"20"CRFCRF122122122±23,672 SQ. FT.±0.543 ACZONING: R-4±23,672 SQ. FT.±0.543 ACZONING: R-4CRSCRSCRSCRSFFE=124.00FFE=124.00DETENTION POND 1DETENTION POND 2MES#A2INV= 120.75MES#A1INV= 120.59123.33OUTLET CONTROLSTRUCTURE #1SEE DETAILC.O.C.O.C.O.C.O.8" PVC ROOFDRAIN LEADER@0.50% MINMESINV=120.50MESINV=120.508" PVC ROOFDRAIN LEADER@0.50% MIN8" PVC ROOFDRAIN LEADER@0.50% MIN6" PERF. PIPEINV= 120.506" PERF. PIPEINV= 119.506" PERF. PIPEINV= 119.508" PVC ROOFDRAIN LEADER@0.50% MIN6" PERF. PIPEINV= 120.50122122122121123122123122120.50122122123122121120.50123120.50122122122UDUD122UDUDUDUD8"8"8"8"8"8"8"121OUTLET CONTROLSTRUCTURE #2SEE DETAIL121122ELEVATIONELEVATIONSTATION STATIONSTORM LINE A PROFILE110112114116118120122124126128130132134110112114116118120122124126128130132134-0+50 0+00 0+50 1+00 1+50-0+50 0+00 0+50 1+00 1+50MES#A1INV= 120.59MES#A2INV= 120.7554LF - 18"x11"RCAP @ 0.30%PROPOSED GRADEEXISTING GRADESHEETC0220190565JRBDRAWNDATESCALEJOB No.1/24/231"=20'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallGRADING & DRAINAGEPLAN & PROFILESSITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER AWAY FROM THEBUILDING PAD.22.FIRM NO. 01003C0642M EFFECTIVE DATE APRIL 19, 2019, SHOWS THE PROPERTY TO BESITUATED IN ZONE X UNSHADED.PIPE LENGTHS SHOWN ARE LINEAR DISTANCES BETWEEN CENTER TO CENTER OFSTRUCTURES. THE CONTRACTOR SHALL DETERMINE THE QUANTITY OF PIPE NEEDED FOR THEJOB, BASED ON SLOPE LENGTH AND WHOLE STANDARD PIPE SECTIONS.THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN.ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDINGS OR PAVEMENT SHALLRECEIVE FOUR INCHES OF TOPSOIL AND STABILIZED PER THE LANDSCAPE PLAN.THE TYPE OF PIPE MAY BE ALTERED IF APPROVED BY THE ENGINEER.EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, ANDEXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.ALL CUT OR FILL SLOPES SHALL BE 2:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPESSTORM PIPE SHALL BE AS FOLLOWS:BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THEUTILITY TRENCHES SHALL BE DE-WATERED AS RECOMMENDED BY THE GEOTECHNICALENGINEER AND THE SPECIFICATIONS. APPROVED MEASURES SHALL BE TAKEN TO ENSURE THE PROPER INSTALLATION OF THE PIPING SYSTEM. THE CONTRACTOR SHALL HOLD THE OWNERGRADING & DRAINAGE NOTESSTEEPER THAN 3:1 SHALL BE COVERED WITH CURLEX BLANKETS BY AMERICAN EXCELSIORALL CAST IN PLACE CONCRETE TO HAVE A MIN. 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I.AND ENGINEER HARMLESS FOR ADDITIONAL COSTS FOR DE-WATERING AND BACKFILL LABOR &EXISTING INFORMATION IS SHOWN PER SURVEY BY SMITH CLARK & ASSOCIATES, LLC.ALL STRUCTURAL FILL AREAS TO BE CONSTRUCTED UNDER THE DIRECTION OF A SOILSGRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPE SHALL BEWELL ROUNDED. ELEVATIONS REPRESENT FINAL GRADE.ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NOGRADING SHALL BE DONE UNTIL THE TREE PROTECTION, SAVE AREAS, SILT BARRIERINSTALLATION AND DETENTION FACILITIES ARE CONSTRUCTED.THE LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURINGCONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET.ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO.RCP, CLASS III PER ALDOT SPECIFICATIONS.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLICSAFETY ADJACENT TO THE CONSTRUCTION SITE.LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERALTHE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS,HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETSRESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT COMPANY OR EQUAL.AND HIGHWAYS, LATEST EDITION.MATERIALS.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.MAXIMUM CUT OR FILL SLOPE IS 2H:1VCONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE ENDOF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED.20.21.THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER RECORD DRAWINGS OF AS-BUILT CONDITIONS FOR THE DEVELOPMENT OF THE SITE.HDPE, ADS N12 PIPE PER SPECIFICATIONS.ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM.23.CONTRACTOR SHALL PROVIDE A SURVEYED AS-BUILT OF THE DETENTION POND, OUTLETCONTROL STRUCTURE, AND STORM SYSTEM.24.PROPOSEDEXISTINGGRADING & DRAINAGE PLAN LEGENDSTORM SEWER PIPINGJUNCTION BOX (JB)CONTOURSSPOT ELEVATIONXXX+ XXX.XXXXXXXX.XXHIGH POINTHPTYPE "S" 2- WING INLET (DWCB)DROP INLET (DI)WEIR INLET (WI)TYPE "S" 1- WING INLET (SWCB)UNDERDRAINROOF DRAINUDX"MITERED END SECTION (MES)PVC, SCH. 40 PIPE PER SPECIFICATIONS.80010204020 SCALECONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED25.TO THE RIGHT OF WAY. DETENTION POND AND TEMPORARY SEDIMENT BASIN FEATURES ARE TO BECONSTRUCTEDAND FULLY OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING. 26.Civil Engineering& Surveying9969 Windmill RoadFairhope, AL 36532251-990-6566Dragonfly CommonsBishop RoadFairhope, AL 36532ENGINEER.02.55VERTICAL SCALE: 1" = 5'1002040GRAPHIC SCALEHORIZONTAL SCALE: 1" = 20'\ I \ I I I I I I I ( ,/ / r:r-r---1 / I/ y I I I \ \ \ " N -=-■ ■ ■ .... ...-... C ~ c=i BISHOP ROAD (60' R.O.W.)TBMCAPPED IRON RODELEVATION = 122.10'15" CMPINV IN EL=121.32' (N)INV OUT EL=121.55' (S)27"26"24"23"25"27"20"20"21"22"23"20"24"23"20"20"CRFWETLAND FLAGS BYOTHERSWETLAND BY OFFSETFROM BUFFER MARKERWETLAND BUFFERMARKERCRF12212212412212212012 2 122±23,672 SQ. FT.±0.543 ACZONING: R-4±30,461 SQ. FT.±0.704 ACZONING: R-4±23,672 SQ. FT.±0.543 ACZONING: R-4CRSCRSCRSCRSFFE=124.00FFE=124.00122122122121123122123122120.50122122123122121120.50123120.50122122122XXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXSEDIMENT BARRIERSEE DETAILSBDUMPSTERLOCATIONPORT-O-LETLOCATIONCONCRETE / PAINTWASH LOCATIONCEPCONSTRUCTION EXIT(TYP.) SEE DETAILMUPS TSMUPS TSMUPS TSMUPS TSMUPS TSSBSBSBSBXXXXXXBAFFLES (TYP.)SEE DETAILBAFFLES (TYP.)SEE DETAILWATTLE (TYP.)SEE DETAIL122121121122SHEETC0320190565JRBDRAWNDATESCALEJOB No.1/24/231"=20'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallEROSION & SEDIMENTCONTROL PLAN1.2.3.4.EROSION CONTROL NOTESAND WATER CONSERVATION COMMITTEE OFFICER, AND THE FEDERAL E.P.A. GUIDELINES FORTHE NPDES PROGRAM. ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER, SOIL5.ABSOLUTELY NO SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE DURING CONSTRUCTION.6.IF HEAVY RAINS OR UNUSUAL SITE CONDITIONS RESULT IN THE POLLUTION OF ROADWAYS ORALL DISTURBED AREAS SHALL BE TEMPORARILY AND PERMANENTLY SEEDED WITH "SOUTH"ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE GOVERNING OFFICIALS.IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO BE INTIMATE WITH THE LOCAL EROSION CONTROL LAWS AND TO REFLECT THIS KNOWLEDGE IN HIS/HER ACTIONS AND7.8.FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON ALL VEGETATION SHALL BE PLANTED AND MAINTAINED PER THE ALABAMA HANDBOOKIMMEDIATELY AND RESTORE THE AREAS TO THE ORIGINAL CONDITION WITHIN 24 HOURS.ADJACENT PARCELS THEN THE GRADING CONTRACTOR SHALL CLEAN THE DISTURBED AREASTYPE SEEDINGS PER THE ALABAMA HANDBOOK. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OFEROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENTWITH LAND DISTURBING ACTIVITIES.11. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANYDEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSIONCONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTIONTHE EXISTING SITE IS UNDEVELOPED.ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED. CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES AFTER PERMANENT GRASSING IS IN PLACE AND ESTABLISHED.THE CONSTRUCTION EXIT PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENTTRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANYSTRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR DISTURBED AREAS LEFT IDLE FOR TEN DAYS OR LONGER ARE TO BE SEEDED AND MULCHED.SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT.EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED1/2 OF THE CAPACITY OF THE DEVICE.CONTACT LARRY SMITH, PE 251-990-6566.AREA TO BE DISTURBED = 0.89 ACRESMAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ANDPRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THECONSTRUCTION SITES AND URBAN AREAS (ALABAMA HANDBOOK).QUOTATIONS.REFERENCE THE CONSTRUCTION SEQUENCE FOR THE RELATIONSHIP BETWEEN THEINSTALLATION OF EROSION CONTROL FEATURES AND GENERAL CONSTRUCTION.9.10.BY THE GOVERNING OFFICIAL OR ENGINEER OF RECORD.12.13.TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY.14.15.16.RESPONSIBILITY OF THE OWNER'S CONTRACTOR.17.THE CONTRACTOR SHALL PREVENT THE LOSS OF SEDIMENT DUE TO WIND VIA WATERING18.DRY SOILS. CAUTION SHOULD BE TAKEN TO ENSURE THAT THE SITE IS NOT OVER WATERED.19. THE SITE IS TO BE CLEARED AND GRADED AS TO MINIMIZE THE AMOUNT OF SOIL EXPOSED20.AT ONE TIME.EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATIONOF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONALEROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL ORTREAT THE SEDIMENT SOURCE.CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUTTHE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY21.CONSTRUCTION.BMP'S SHALL BE INSTALLED AS PER THE ALABAMA HANDBOOK STANDARDS.22.BMP'S SHALL BE INSTALLED WITH MINIMAL CLEARING ACTIVITY.23.REFER TO THE LANDSCAPE PLANS FOR FINAL STABILIZATION MEASURES.24.1.2.3.REMOVE VEGETATION ONLY IN AREAS OF THE PERIMETER SEDIMENT BARRIERS,INSTALL THE CONSTRUCTION EXIT PER DETAILS.INSTALL PERIMETER SEDIMENT BARRIERS PER DETAILS.CONSTRUCTION SEQUENCE - PHASE 14.5.6.INSTALL SEDIMENT BASIN AND ASSOCIATED STORM PIPE.INSTALL TREE PROTECTION FENCING PER TREE PROTECTION ORDINANCE.5.ESTABLISH VEGETATION ON AREAS NOT IMPACTED BY PAVING OPERATIONS.CONSTRUCTION SEQUENCE - PHASE 2PERFORM CLEARING & ROUGH GRADING ON THE LOT AND ESTABLISH COVER ON1.INSTALL STORM SYSTEM AND UTILITIES.AREAS WHEN BROUGHT TO GRADE.2.SBCEPbags, brush piles and variousEROSION CONTROL PRACTICESMUTSPSSEDIMENT POND, AND CONSTRUCTION EXIT.INSTALL CURBING AND STONE BASE.4.7.ONCE INSPECTION IS COMPLETE AND APPROVED, CLEARING & SITE WORK CAN BEGIN (PHASE 2).REQUEST BMP & TREE PROTECTION INSPECTION PRIOR TO CLEARING.1.2.CALL FOR AN INSPECTION FROM THE QCP.ONCE THE QCP HAS CERTIFIED THAT ALL AREAS ARE STABILIZED, REMOVE BMPS AND TREE PROTECTION.STABILIZE ANY AREAS DISTURBED BY BMP AND TREE PROTECTION REMOVAL.CONSTRUCTION SEQUENCE - PHASE 33.INSTALL PAVING AND FINAL LANDSCAPING.4.80010204020 SCALEUSDA SOIL SURVEY CLASSIFICATIONSMrA - MARLBORO VERY FINE SANDY LOAM, 0 TO 2 PERCENT SLOPES - HSG CALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED WITHIN 7 DAYS25.OF THEIR CONSTRUCTION. ALL FILL SLOPES HAVE SILT FENCE AT THE TOE OF SLOPES. 26.EXISTING TREES, TO BE SAVED, SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES.27.CARE SHALL BE TAKEN IN ALL GRADING ACTIVITIES TO REMAIN OUTSIDE THE DRIP LINESOF EXISTING TREES. ALL TREE PROTECTION FENCING TO BE INSPECTED DAILY AND REPLACEDOR REPAIRED AS NEEDED. TREE PROTECTION DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY CLEARING,28.GRUBBING, OR GRADING.CONTRACTOR TO CLEAN OUT ACCUMULATED SEDIMENT IN THE DETENTION POND AT THE END29.OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. SEDIMENT STORAGE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, 30.INDICATING THE 1/3 FULL VOLUME. ALL SLOPES STEEPER THAN 3H:1V MUST BE MATTED AND STAKED WITH AMERICAN 31.EXCELSIOR JUTE MAT. Civil Engineering& Surveying9969 Windmill RoadFairhope, AL 36532251-990-6566Dragonfly CommonsBishop RoadFairhope, AL 36532Gr - GRADY SOILS, 0 TO 2 PERCENT SLOPES - HSG C/DCONSTRUCT BUILDINGS.3.CODE PRACTICE DESCRIPTION i• .. >-~ccv•'•"•-"•7,,,;··--0 =' l~ii;~i(~i!ili;: 0 1111.QilNG '.?f;\;;/;,C,;:: ;~,;:' 0 ~~ 11:Z:ft~:111!1l[f~lt.01J~:°' 0 ~00 ~ft!&:i;LcfJ;,]it~f~,'Etr\1-I----- ---1,,----+-------i I I N I I I ~ ~ ~ I I \ I I I I I S 89°41'17" W 211.36' (O)N 00°00'07" E 367.97' (O)S 00°00'00" E 368.29' (O)SOUTH 367.98' (R)BASIS OF BEARINGSS 89°31'54" W 203' (R)NORTH 367.98' (R)BISHOP ROAD (60' R.O.W.)TBMCAPPED IRON RODELEVATION = 122.10'27"26"24"23"25"27"20"20"21"22"23"20"24"23"20"20"CRFWETLAND FLAGS BYOTHERSWETLAND BUFFERCRFN 00°00'07" E 367.97' (O)NORTH 367.98' (R)±23,672 SQ. FT.±0.543 ACZONING: R-4±30,461 SQ. FT.±0.704 ACZONING: R-4211.36'211.35'112.00'112.00'144.29' 143.97'112.00'112.00'321±23,672 SQ. FT.±0.543 ACZONING: R-435' B.S.L. 30' B.S.L.10' B.S.L.10' B.S.L.15' B.S.L.35' B.S.L.35' B.S.L.N/F05-46-02-09-0-000-014.000CREEL, RYAN ETAL BOOTH,VINCENT A.PO BOX 175MONTROSE, AL 36559ZONING: RSF-EN/F05-46-02-09-0-000-015.000BALDWIN, RICHARD ETUX TAMARA105 HOMESTEAD VILLAGE #4FAIRHOPE, AL 36532ZONING: RSF-1N/F05-46-02-09-0-000-016.011RIVENBARK, R. L. ETAL RIVENBARK,BETTY E.5841 RIVENBARK LANEFAIRHOPE, AL 36532ZONING: R-4N/F05-46-02-09-0-000-016.000SCOPOLITES, JAMES M.8613 GAYFER AVE EXTFAIRHOPE, AL 36532ZONING: RSF-ECRSCRSCRSCRSFFE=124.00FFE=124.00N/F05-46-02-09-0-000-015.001SCHLAUTMAN, STEPHENPO BOX 14MONTROSE, AL 36559ZONING: R-430' B.S.L.80010204020 SCALESHEETC0520190565JRBDRAWNDATESCALEJOB No.1/24/231"=20'SEALAFFIXREVISIONDATERKnow what'sbelow.before you dig.CallGREENSPACE PLANCivil Engineering& Surveying9969 Windmill RoadFairhope, AL 36532251-990-6566Dragonfly CommonsBishop RoadFairhope, AL 36532SITE DATA:1. ACREAGE IN TOTAL TRACT: 1.09 ACRES2. SMALLEST LOT/UNIT SIZE: 1,814 SF3. TOTAL SQUARE FEET OF EACH LOT OR UNIT: 12,698 SF4. TOTAL NUMBER OF LOTS OR UNITS: 75. LINEAR FEET IN STREETS: 265 LF (PRIVATE)6. NUMBER OF PARKING SPACES: 22 SPACES7. AMOUNT OF IMPERVIOUS SURFACE: 0.37 ACRES8. DENSITY (GROSS):6.42 UNITS/AC9. DENSITY (NET, FOR CALCULATING GREENSPACE, FAIRHOPE) 8.54 UNITS/AC10. TOTAL SF OF ALL AREAS RESERVED FOR TOTAL OPEN SPACE: N/A11. TOTAL SF OF ALL AREAS RESERVED FOR USEABLE OPEN SPACE: N/A12. GREENSPACE:0.44 ACRESOWNER:KATAPULT PROPERTIES, LLC19940 STATE HWY 181FAIRHOPE, AL 36532FLOOD ZONE:FIRM NO. 01003C0642M EFFECTIVE DATE APRIL 19, 2019, SHOWS THE PROPERTY TOBE SITUATED IN ZONE X UNSHADED.UTILITY PROVIDERS:WATER - FAIRHOPE UTILITIESSEWER - FAIRHOPE UTILITIESELECTRIC - RIVIERA UTILITIESGREENSPACE CALCULATIONS (CITY OF FAIRHOPE):ACREAGE IN TOTAL TRACT: 1.09 ACRESWETLANDS:0 ACRESPONDS:0.11 ACRESASPHALT ROADS:0.16 ACRESNET ACREAGE: 0.82 ACRESDENSITY (NET) = 7 UNITS/0.82 ACRES:8.54 UNITS/ACREGREENSPACE REQUIRED (25% OF 1.09 ACRES): 0.27 ACRESGREENSPACE PROVIDED:0.44 ACRES~.L------~--.. -AREJ ~! I i r-------------------~------------1 --7 I I I ' I I • ' r • I ' GREEN SPACE PROVIDED 19,374 SF I I I I '--,--,-~I I ~:....-----11 I ·'----7'-'----'-II I .•1 ,., ·.,Ji'~-~ I L ~ · ... , . . ·, ----~-~-~-::.:! -----_____ ---1 --,------------------------------1 --------7 I I l ___ .___ • /MARKER ~ .... ' I ' I \ I ' I \ I I \ I I N January 24 , 2023 Hunter Simmons City of Fairhope 555 S. Section Street Fairhope, AL 36532 Re: Dragonfly Commons Dear Hunter: Civil This letter is to serve as back up infonnation as to why a Traffic Impact Study is not warranted for this project. According to the subdivision regulations a traffic impact study is required if a project will increase the average daily traffic by 1,000 trips or generate 50 trips or more during any peak hour period. Attached is the trip generation done for this project. The proposed project will add 7 new residential units. I have attached a Trip Generation Chart showing that the project will produce an estimated 41 daily trips with a total of 4 peak hour trips . If you have any questions, please let me know . Larry Smith, PE lsmith@secivileng.com 9969 Windmill Road : Fairhope, Alabama 36532 251-990-6566 XXXXXXXXXXXXXXXXXXOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPWWWWWWWWWWWWWWWWWWWWWW S 89°41'17" W 211.36' (O)S 00°00'00" E 368.29' (O)SOUTH 367.98' (R)BASIS OF BEARINGSS 89°31'54" W 203' (R)SSSSSSSANITARY SEWER MANHOLERIM EL=121.61'INV EL=116.60'3-WAY 8" PVCSSSSSSWMSSSSSSSSPP15" CMPINV IN EL=121.32' (N)INV OUT EL=121.55' (S)27"24"20"20"22"20"24"23"20"20"CRF(BAYAREA)(MOORE)CRF122122122N 00°00'07" E 367.97' (O)NORTH 367.98' (R)±23,672 SQ. FT.±0.543 ACZONING: R-4211.36'211.35'112.00'112.00' 112.00'112.00'21±23,672 SQ. FT.±0.543 ACZONING: R-4N/F05-46-02-09-0-000-014.000CREEL, RYAN ETAL BOOTH,VINCENT A.PO BOX 175MONTROSE, AL 36559ZONING: UN-ZONEDN/F05-46-02-09-0-000-015.000BALDWIN, RICHARD ETUX TAMARA105 HOMESTEAD VILLAGE #4FAIRHOPE, AL 36532ZONING: UN-ZONED05RIVENBA58CRSCRSCRSCRSFFE=124.00FFE=124.00N/F05-46-02-09-0-000-015.001WILKINS, TAYLOR D. IIIPO BOX 7849SPANISH FORT, AL 36577ZONING: R-4WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSS SS SS SS X X X X X X X X X X X X XXXXXXXXXXXXXXWINV IN=116.70(W)SSSSSSSSSSSSSSSS122122122121123122123122120.50122122123122121122121120.50123120.50121WWWWWWWWWWWWWWWW122122122BISHOP RD.NOTE:NO WORK SHALL BE PERFORMED WITH IN THE CITYRIGHT OF WAY WITHOUT WRITTEN PERMISSIONFROM THE GOVERNING AUTHORITY.Proposed Building(REFER TO ARCH./CIVIL)Proposed Building(REFER TO ARCH./CIVIL)REFER TO ARCH/CIVILREFER TO ARCH/CIVILDetention Pond(REFER TO CIVIL)Detention Pond(REFER TO CIVIL)MailContractor shall provide automatic irrigation with100% head to head coverage or hand water all trees& sod until established as directed by Owner. (Typ.)Landscape contractor shall coordinate with G.C. ontree locations prior to utility installation. (Typ.)Refer to Civil for All Grading, Drainage,Erosion Control, & Site Stabilization Otherthan shown on landscape plan. (Typ.)Tree Protection Notes:All areas disturbed by constructionshall be sodded or mulched unlessotherwise noted. (Typ.)All areas disturbed by constructionshall be sodded or mulched unlessotherwise noted. (Typ.)Treesave Fencing (Typ.)See Detail #9 / L-1.2Note: 24" Pine is in R.O.W.Treesave Fencing (Typ.)See Detail #9 / L-1.2Treesave Fencing (Typ.)See Detail #9 / L-1.2Treesave Fencing (Typ.)See Detail #9 / L-1.2Treesave Fencing (Typ.)See Detail #9 / L-1.2Note: (1) 20" Pine is in R.O.W.SOD(Typ.)SOD(Typ.)SOD(Typ.)SOD(Typ.)SOD(Typ.)SOD(Typ.)SOD(Typ.)SOD(Typ.)SOD(Typ.)SOD(Typ.)SOD(Typ.)BISHOP RD.253 galYellow Anise333 galYellow AniseBreeze Grass3 gal883 galBreeze GrassA/CA/CA/CA/CA/CA/CA/C Vintage Jade Distylium3 gal26#1#2#3#4#5330 galTonto Crape MyrtleTHE GREENWooded Neighboring LotNot Part of ProjectHeavily Wooded Neighboring LotNot Part of ProjectHeavily Wooded Neighboring LotNot Part of ProjectWoodline on Neighboring LotNot Part of ProjectBald Cypress30 gal2230 galBald CypressTree Form Eagleston Holly30 gal5230 galBald Cypress230 galBald Cypress330 galTonto Crape MyrtleKnow what'sbelow.before you dig.CallRNORTHNOTES:1. BASE SURVEY PROVIDED BY S.E. CIVIL.2. LOCATION OF STRUCTURES, HARDSCAPE, AND EXISTING VEGETATION SHALLBE FIELD VERIFIED.3. VERIFY ALL LAYOUT AND DIMENSIONS IN FIELD.4. PLANT COUNTS ARE FOR CONVENIENCE ONLY. FIELD VERIFY ACCORDINGLY.5. CONTRACTOR IS RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE.6. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS.7. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES INDRAWINGS OR FIELD CONDITIONS.8. REFER TO CIVIL FOR ALL UTILITIES, GRADING, DRAINAGE, & HARDSCAPE.DRAFT - FOR REVIEW ONLY'5$*21)/<&200216023Bishop Rd. & Gafyer Rd. Ext.JOSEPHHENRYCOMER IVNUMBER539R E G IS TERED LANDSCAPE ARCHITECTSTATE OF ALABAMA SEALNOTVALIDUNLE S S S I G NEDESPALIER, LLC.PLANL-1.1LANDSCAPEFAIRHOPE, AL0SCALE: feet1632481/16" = 1'-0"See Sheet L-1.2 for plant listand landscape specifications.I .. t I E . / x,sting 'Herita e' / protection d • 9 Trees Exist of Fairhope u~,~~ construction. See detail for No site distu ~ ,nonce No. 144~s {equired by City installing th r anc_e shall occ • ec.20.5-6 e required tree urt without prope I pro ection. r Y ( \ \ I I I I I I I I I I I I I \ I I I I _) I I I / I I/ y _;I I I /~ , '-_) \ \ \ \ \ \ \ \ \ \ \ \ • 11 II II I I . · I f\ 1 I I I I I I ' I I I I I I ! I ~ I \ © ~ \ 2) I ~ ~ I \ I @s © I!!!:, t \ ~ ~ ESPALIER landscape architecture Espalier, LLC Fairh/~-Box 1247 / 25 l~~~~~;sao~6533 espal ierdesign .com ~ CITY OF FAIRHOPE LANDSCAPE REQUIREMENTS:PERIMETER REQUIREMENTS:Road Frontage Feet = 224'/30' = 7 Trees in First 25' regardless of tree credits.Remaining Perimeter Feet = 646.7'/30' = 22 TreesParking Requirements (1 Tree/12 Spaces) = 1Total Existing Tree Credits = 12Total Trees Required = 7 Frontage (Overstory) & 11 Perimeter Trees (At Least 50% Overstory)EXISTING TREE CREDIT TABLETREES PROPOSED TO REMAIN:1. 20" Pine /8 = 22. 22" Pine /8 = 23. 24" Oak /8 = 34. 20" Oak /8 = 25.27" Oak/8 = 3Total Tree Credits = 12NOTES:1. MULCH ALL TREE RINGS & SHRUB AREAS WITH LONG LEAF PINESTRAW.2. THIS PLANT LIST IS FOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY.3. SOD ALL AREAS DISTURBED BY CONSTRUCTION.APPROVED NURSERIES:1. GREEN FOREST NURSERY2. FLOWERWOOD NURSERY3. GREENS NURSERY4. CHERRY LAKE NURSERY5. POSEY & SON NURSERYOther nurseries may he approved at the discretion of the landscape architect.TREESCODEQTYBOTANICAL NAMECOMMON NAMECONTREMARKSIE 5Ilex x attenuata `Eagleston` Tree Form Eagleston Holly 30 gal1.5" Cal. Min., 8` Ht. Min.Greenforest NurseryLT 6Lagerstroemia x `Tonto` Tonto Crape Myrtle 30 galMulti. Trunk, 3 Cane Min.,3/4" Per Cane Min.8` Ht. Min. Do NotSubstitute VarietyTD 8Taxodium distichumBald Cypress30 gal2" Cal. Min., 10` Ht. MinSHRUBSCODEQTYBOTANICAL NAMECOMMON NAMESIZESPACINGREMARKSD` 26 Distylium `Vintage Jade` Vintage Jade Distylium 3 gal 48" o.c.IP 58 Illicium parviflorum Yellow Anise 3 gal 60" o.c.LB 16 Lomandra longifolia `Breeze` Breeze Grass 3 gal 48" o.c. Do not substitute Katrinus.GROUND COVERSCODEQTYBOTANICAL NAMECOMMON NAMECONTSPACINGREMARKSCD 33,569 sf Cynodon dactylonBermuda GrasssodPLANT SCHEDULETREE PROTECTION DETAILTree protection fencing shall be installed 20' from trunks oftrees larger than 20" DBH and 10' from trunks of trees under 20" DBH.4'-0"Maintain existinggrade with the treeprotection fenceunless otherwiseindicated on theplans.Steel 'T' postsor approved equal.Notes:1- See city tree protection ordinance sec.20.5-6 for required tree protectionmeasures.2- No pruning shall be performed except byapproved arborist.3- No equipment shall operate inside theprotective fencing including during fenceinstallation and removal.4- Tree protection fence shall be installedprior to any landscape disturbance.5- No entry, storage, or temporary parkingshall be allowed inside fence.SECTION VIEW8.5" x 11"signlaminated inplastic spacedevery 50'along thefence.Tree Protectionfence: Chain link fence or approved equal.Steel 'T' postsinstalled at 8' o.c.9Know what'sbelow.before you dig.CallRDRAFT - FOR REVIEW ONLYLANDSCAPE NOTES:1. This section covers furnishing and installing all landscape plants and non-plant materials covered bythe drawings and these specifications. The work shall include materials, labor, equipment and servicesas described herein and indicated on the drawings. Also, the work shall include the maintenance of allplants and planting areas until acceptance by the Owner, and fulfillment of all guarantee provisions asherein specified.2. Before beginning work, the contractor shall thoroughly acquaint himself with the existing siteconditions and proposed plans. The intent is to provide a smooth transition between existingconditions that are to remain and the new site features with minimal damage to existing treesand vegetation.3. Contractor is made aware of active existing underground utilities. It is the contractorsresponsibility to familiarize himself with the location of said utilities and other obstructions. Thecontractor shall investigate and verify, in the field, the existence and location of all utilities and anyexisting irrigation piping, and take necessary precautions to prevent their disturbance and avoidinterruption of service. Contractor is responsible for calling appropriate line location service. Alldamaged utilities shall be replaced to owners satisfaction by contractor with no additional chargeto owner.4. Discrepancies between site conditions and conditions on plans shall be call to the attention of theOwner immediately.5. Existing grades shall be verified in field prior to beginning any work. Discrepancies shall be broughtto the landscape architects attention immediately. Landscape contractor to provide fine grading toensure positive drainage.6. The landscape architect shall have the right to reject any and all work and/or materials at any stageof progress which in his opinion do not meet the requirements of these plans and specifications. Suchrejected material shall be removed from the site immediately and replaced with acceptable materials.7. Landscape contractor is responsible for obtaining all state and local permits and licenses requiredto perform this work.8. Landscape contractor shall abide by all state and local laws and ordinances. Contractor shall alsoconform to POA or ARB guidelines if applicable.9. All work shall comply with the current edition of the Standard Building Code published by theSouthern Building Code Congress International, Inc.10. Topsoil shall be sandy/loam natural, friable, and fertile with a PH of 5.5 to 6.5. Topsoil shall be freefrom roots, stones, debris, noxious weeds, or any substance harmful to plant growth. Quality ofTopsoil to be approved by Landscape Architect.11. Once delivered to the site, the contractor is responsible for the protection, including theft, ofall materials.12. The landscape plan is to serve as a guide for installation. Field adjustment and changes to layoutmay be made by Landscape Architect.13. Contractor shall layout all plant material per planting plans and schedule a site meeting withlandscape architect for approval with a minimum of 48 hours notice.14. Quantities shown on plant list are for convenience only.15. All groundcover & flower beds shall receive 3" minimum of planting mix consisting of decomposedpinebark or mushroom compost and blended into the top 6" of existing soil. Rake beds smooth andtop dress with 2" min. of ground pinebark prior to planting.16. All tree and shrub planting pits shall be backfilled with 75% excavated soil & 25% planting mixconsisting of decomposed pinebark or mushroom compost.17. All trees shrubs and groundcovers shall be planted with Woodace fertilizer tabs at rates permanufactures recommendations. All planting beds shall also be top dressed with a slow releaseOsmocote fertilizer or equal per manufactures recommendations prior to mulching.18. All beds shall receive Freehand pre-emergent herbicide or equal.19. Unless otherwise noted, all beds shall receive 3" compacted depth of fresh Long Leaf pine strawfree from sticks and pine cones. Groundcover areas with 4" plants or plugs shall be mulched withpulverized pinebark mulch unless otherwise noted.20. All bed lines shall have 3" V-Shaped trenches. See detail.21. All plant material shall meet or exceed federal, state, and county laws requiring inspection for plantdisease and insect control.22. All plant material shall be Florida #1 or better and meet the latest standards of the "AmericanStandards for Nursery Stock".23. All trees shall be staked with arbor guy (or equal) tree stakes per manufactures recommendations.24. All disturbed areas shall be irrigated and sodded.25. Contractor shall maintain all plantings and lawn areas until final acceptance by owner and landscapearchitect. Unless specified otherwise, maintenance includes mowing, edging, weeding, blowing, pruning,watering, mulching, etc.26. Brown or defoliated plants shall be removed and replaced immediately.27. All materials and workmanship for landscape and irrigation shall be guaranteed for a minimum ofone year from final acceptance.28. No work shall be performed in any R.O.W. without approval by the appropriate Federal, State,County, or City authority.LANDSCAPE NOTES6MULCH TREE RING 3" DEEP (TYP.)KEEP MULCH OFF TRUNK +/-2"SPECIFIED PLANTING MIX. WASH IN BACKFILL TOREMOVE AIR POCKETS AND SETTLE SOIL.4" SOIL WATER WELL ABOVE FINISH GRADESET TOP OF ROOTBALL 1.5" ABOVE FINISH GRADE.SLOPE SOIL AWAY FOR POSITIVE DRAINAGE.FINISH GRADEUNDISTURBED SUBGRADESPECIFIED FERTILIZER TABSARBORGUY STAKING KITS OR EQUAL. INSTALLPER MANUFACTURERS SPECS AND SIZING.3 REQUIRED 120° APART.HIGH VISIBILITY FLAGGING TAPETREE PLANTINGARBORGUY ANCHORS TO BE DRIVEN INTOUNDISTURBED SUBGRADE. NOT PLANTING PIT.1SHRUB PLANTING DETAILNOTE:LANDSCAPE CONTRACTOR IS RESPONSIBLE TOENSURE POSITIVE DRAINAGE IN ALL DIRECTIONSAND AWAY FROM ALL STRUCTURES.SHRUBS TO BE PLANTED 1" HIGHERTHAN FINISH GRADE.3" OF MULCH AS SPECIFIEDSOIL BACKFILL AS SPECIFIED WITHFERTILIZER TABS AS SPECIFIED AT RATEPER MANUFACTURER SPECIFICATIONS.LIMITS OF MULCH BED.EDGE OF SOD, WALK, OR CURBBUILDING FACADE OR WALL32" Min.o.c. spacingo.c. spacing32" Min.2 x Dia.of Rootball6" MIN.2GROUNDCOVER PLANTING DETAILNOTE:LANDSCAPE CONTRACTOR IS RESPONSIBLE TOENSURE POSITIVE DRAINAGE IN ALL DIRECTIONSAND AWAY FROM ALL STRUCTURES.PLANTING BED PER SPECIFICATIONS2" OF PINEBARK MULCH FOR ALL 4" POTSUNLESS OTHERWISE NOTED. MULCH ASSPECIFIED FOR 1 GAL. GROUNDCOVERS.O.C. SPACING (TYP.)UNDISTURBED SUBGRADELIMITS OF MULCH BED.EDGE OF SOD, WALK, OR CURBBUILDING FACADE OR WALL3SUBGRADETRENCH BED EDGE3" OF MULCH AS SPECIFIEDCROWN MULCH AS SHOWN TOENSURE POSITIVE DRAINAGEMULCH TO BE 1" LOWER THANFINISH GRADE AT EDGEFINISH GRADENOTE:TRENCH EDGE SHALL BE LOCATEDAT ALL SOFT AND HARD EDGES.1"3"3"4LANDSCAPEL-1.2DETAILS'5$*21)/<&200216 MOPBishop Rd. & Gafyer Rd. Ext.FAIRHOPE, ALJOSEPHHENRYCOMER IVNUMBER539R E G IS TERED LANDSCAPE ARCHITECTSTATE OF ALABAMA SEALNOTVALIDUNLE S S S I G NEDESPALIER, LLC.o~N.T.S.-----LA-01 o~N.T.S.-----LA-04 Q-----;;::;:-N.T.S.-----LA-02 0 0 0 0 0 0 □ Q-----;;::;:-N.T.S.-----LA-03 0 NTS LA-16 0 ~OT TO SCALE LA-32 ~ ESPALIER landscape architecture Espalier, LLC P.O. Box 1247 Fairhope, Alabama 36533 P: 251.454.3500 espal ierdesign .com ISSUED/REVISED Permittin 4/23;20 C,ty Comment 5/15/20 DESIGNEOa'f JC ,-~ JC C~ECKE□ 1Y JC PROJECTNO. 2020 ~~ 4/22/20 =-• BISHOPLA PARKER R D MAIN STECORROUGE LN ALICELNA LI C E LNSIBLEY C IR J V CU M M IN G S D R SEACLIFFDRSANS SOUCI L N RIDGEVIEWLN CHARBON DR City of FairhopePlanning Commission March 6, 2023 ¯MAIN STSANS SOUCI LN J V CUMMINGS DRCHARBON DR PARKER R D SD 23.08 - Parker Place Legend Roads Parcels Corporate Limits Zoning Classification B-4 - Business and Professional District PUD - Planned Unit Development R-1 - Low Density Single-Family Planning Jurisdiction ^ Project Name: Parker PlaceSite Data: 3.80 acresProject Type: 4-Lot Minor SubdivisionJurisdiction: Fairhope Planning JurisdictionZoning District: R-1PPIN Number: 11947General Location: Southeast intersection of Main Street and Parker RoadSurveyor of Record: DewberryEngineer of Record: DewberryOwner / Developer: Live Oak Properties, LLCSchool District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Prepared by: µ µ Approve with Conditions Mike Jeffries 1 SD 23.08 Parker Place Subdivision March 6, 2023 Summary of Request: The owner is Live Oak Properties, LLC. Dewberry Engineers is the applicant for the project. This application is for a 4-lot minor subdivision located on the Southeast corner of Parker Rd. and Main St. Subject property is zoned R-1 and approximately 3.80 acres. The site data table is included below: General Comments: All lots are within 450 feet of a fire hydrant, front on a publicly maintained road, and meet the lot size requirements. Lots 1, 2, and 3 front on Main St. (Scenic 98) and Lot 4 fronts on Parker Rd. Sidewalks exist along Main St. and will have to be installed along Parker Rd. Lot 1 and Lot 4 will utilize a common drive easement on Parker Rd. for access. Drainage Comments: The existing flow patterns are not being changed. Utility Comments: Electric is provided by Riviera Utilities Water is provided by Daphne Utilities Gas and sewer are provided by Fairhope Telephone is provided by AT&T Connectivity: A sidewalk along Parker Rd. is required to connect to the existing sidewalk on Main St. and extend east to the end of the property line. Comments: The City of Fairhope Subdivision Regulations contain the following criteria in Article V.B.2. Approval Standards. “2. Consistency with Plans, Regulations and Laws - The Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a. The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; • Meets SITE DATA DEVELOPMENT SUMMARY TOTAL ACREAGE: 3.80 ACRES DENSITY· 1.05 UNITS PER ACRE ZONING: R-1 TOTAL LOTS: 4 AVERAGE INDIVIDUAL LOT SIZE= 0. 948 ACRES SETBACKS FRONT: 40 FEET BACK: 35 FEET SIDES: 10 FEET CORNER: 20 FEET UNLESS OTHERWISE NOTED UTILITY PROVIDERS: ELECTRIC: RIVIERA UTILITIES WATER: DAPHNE UTILITIES SEWER: CITY OF FAIRHOPE GAS: CITY OF FAIRHOPE TELEPHONE: AT&T 2 SD 23.08 Parker Place Subdivision March 6, 2023 b. The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; • Meets c. The proposed subdivision is not consistent with these Regulations; • meets d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; • Meets e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” • Meets Recommendation: Staff recommends approval of SD 23.08 Parker Place Subdivision with the following conditions: 1. A sidewalk be installed along Parker Rd. connecting to the sidewalk on Main St. 25353 FRIENDSHIP ROAD Daphne, AL 36526251.990.9950 fax 251.929-9815LOT 1LOT 2LOT 3LOT 4SANS SOUCI LN HINOTE, ANN A. PO BOX 268 MONTROSE, AL 36559 PARCEL /05-46-03-07-0-000-037.000 KITE, ROY A. Ill 22595 MAIN ST FAIRHOff. Al 36532 PARCEL /05-46-03-07-0-000-036. 003 DORGAN, PA TRICIA M. PO BOX 1255 POINT CLEAR, AL 36564 PARCEL /05-46-03-07-0-000-036.002 CUSA, CA THERINE E. PO BOX 1651 FAIRHOPE, AL 36532 PARCEL /05-46-03-07-0-000-035.000 JONES, CRAIG S. 22531 MAIN ST FAIRHOPE, AL 36532 PARCEL #(}5-45-0J-07-0-000-0J4.000 KEa, MICHAEL C. ETAL 3628 ROCKHILL RD BIRMINGHAM, AL 35223 PARCEL #()5-46-0J-07-0-000-033.000 e-b~ ,ur I I I I I I I -------.~ I I I .,!) ~ I<, -6' ii ~ it> ~"', ~.r;,,,~~J-·· re, ~Ip l\'tr ~ ;--I ,F 1-Q' I 5 1/1 :J<J , I ~ ~~~ I ~ 3t~°'I • II) ~g~ I ~::i!:; 1• (--C'' . JJ }:'JG ,· ( C11'F I I 8 C11'FL-'< ~ I ASPHALT \ DR/VF ::i I L I ll!lil I CERT/FICA TE OF APPROVAL BY THE CITY OF FAIRHOPE: (SEWER) THE UNDERSIGNED, AS AUTHORIZED BY THE CITY OF FAIRHOPE HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS __ DAY OF ____________ 2023. AUTHORIZED REPRESENTATIVE CERT/FICA TE OF APPROVAL BY TELEPHONE (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 __________ 2023. AUTHORIZED REPRESENTATIVE CERT/FICA TE OF APPROVAL BY DAPHNE UTILITIES: (WATER) THE UNDERSIGNED, AS AUTHORIZED BY DAPHNE UTILITIES HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS __ DAY OF __________ 2023. AUTHORIZED REPRESENTATIVE I 22670 MAIN STREET, LLC 6 OFFICE PARK CIR /100 MOUNTAIN BROOK, AL 35223 PARCEL /05-46-03-07-0-000-0107. 000 Ill -... "l°i ~~ \~ • I cc I -:;_ I \ I \ I I I \ \ \ \ 42003 SF 0.96 AC I I ·\ I I I I I I \ I I \ I I I I LEGEND: CTPF ® = CRIMP TOP PIPE FOUND El = CONCRETE MONUMENT FOUND • = 5/8" CAPPED REBAR TO BE SET (CA-1109-LS) fi\,;11 = WATER METER iE8l = ELECTRIC METER [GIJJ = GAS METER .~. •, = POWER POLE/ SERVICE POLE (i) III = TELEPHONE PEDESTAL = GUY WIRE o = /RR/GA TION CONTROL VAL VE ~ = SEWER VAL VE ~ = GAS METER ~ = SIGN ---□HF---= OVER HEAD POWER LINE ---0-----0---= WOOD FENCE --~ I 1 = BREAK LINE SITE DATA DEVELOPMENT SUMMARY TOTAL ACREAGE: 3.80 ACRES DENSITY: 1.05 UNITS PER ACRE ZONING: R-1 TOTAL LOTS: 4 A VERA GE INDIVIDUAL LOT SIZE= 0. 948 ACRES SETBACKS UTILITY PROVIDERS: (R) (F) (C) P.0.8. P.O.C. R/W BSL RCP PL ± ~ FFE FRONT: 40 FEET BACK: 35 FEET SIDES: 10 FEET CORNER: 20 FEET UNLESS OTHERWISE NOTED ELECTRIC: RIVIERA UTILITIES WATER: DAPHNE UTILITIES SEWER: CITY OF FAIRHOPE GAS: CITY OF FAIRHOPE TELEPHONE: AT&T -"" CALCULATED -..--.::f' POINT ---\ z __ -;;;;/(,R) __.!..-\ :-"..,.01'."_ -,:-.. -. ---,, .. w .J I 75•4 fo, I '::: ~ --,,-773.12' (C)\~ s Io,~. -(5·16'18 W I"'-~ = RECORDED BEARING ANO DISTANCE = MEASURED BEARING AND DISTANCE = CALCULA TEO BEARING ANO DISTANCE = POINT OF BEGINNING = POINT OF COMMENCEMENT = RIGHT OF WAY = BU/LO/NG SE TBA CK LINE = REINFORCED CONCRETE PIPE = PROPERTY LINE = MORE OR LESS = EXISTING FIRE HYDRANT = FINISH FLOOR ELEVATION = 40' X 40' COMMON DRIVE EASEMENT SURVEYOR /ENGINEER DEWBERRY N W-+--B s SHEET SIZE (24''X36'') GRAPHIC SCALE 50 0 25 50 I ----I_____.I ( IN FEET ) 1 Inch -50 ft. SITE .---I ' ' _. 11· . .IIC,:IA:.;11 ';) D:0c:rn1,1c:1-n su,-1□ " ,'_LLC?'..J L'..JI :T1 i, 25353 FRIENDSHIP ROAD, DAPHNE, AL VICTOR L. GERMAIN, PLS LIC. NO. 38473 JASON N. ESTES, PE LIC. NO. 22714 VICINITY MAP 1" = 1 MILE OWNER /DEVELOPER LIVE OAK PROPERTIES LLC PARCEL NO. 05-46-03-07-0-000-018.000 CURVE TABLE (MEASURED) CURVE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH C1 1527.00 253.28' N0/"17'48 w 252.99' C2 1527.00 112.39 NOS5624 w 112.36 C3 1527.00 126.79' N00'3250E 126. 75· C4 1527.00 14.10 N03"1126E 14.10' CURVE TABLE (RECORDED) CURVE I RADIUS IARC LENGTH I CHORD BEARING I CHORD LENGTH C1 I 1527.001253.00' IN0/'55 38 w 1252.71. FLOOD CERT/FICA TE: THIS PROPERTY SHOWN HEREON IS IN ZONE •x• (UNSHADED) AS SCALEO FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. NATIONAL FLOOD INSURANCE PROGRAM, FLOOO INSURANCE RATE MAP NUMBER 01DD3C0642M, COMMUNITY-PANEL NUMBER 010006, CITY OF FAIRHOPE. ALABAMA OA TED APRIL 19. 2019 . \ ,_~:..~------I I -. w 108,168' i~l (C) ..... ~ ,., 10 • " CALCULATED I "' <,: I ... "' ':0 % CERTIFICATE OF APPROVAL BY THE CITY OF FAIRHOP£·(GAS) THE UNDERSIGNED, AS AUTHORIZED BY THE CITY OF FAIRHOPE HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS __ DAY OF ___________ 2023. AUTHORIZED REPRESENTATIVE CERT/FICA TE OF APPROVAL BY RIVIERA UTILITIES: (ELECTRIC) THE UNDERSIGNED, AS AUTHORIZED BY RIVIERA UTILITIES HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS __ DAY OF __________ 2023. AUTHORIZED REPRESENTATIVE \ _____ _ _l -1 OZ· 75' P.0.8. /" CRIMP TOP PIPE FOUND POINT CERT/FICA TE OF APPROVAL BY THE PLANNING COMMISSION OF THE CITY OF FAIRHOPE, ALABAMA APPROVED BY THE CITY OF FAIRHOPE PLANNING COMMISSION. BY APPROVAL OF THIS SUBDlv1SION PLAT THE PLANNING COMMISSION OF THE CITY OF FAIRHOPE ASSUMES NO RESPONSIBILITY FOR SURVEY ERRORS OR FOR DEFECTS OR DEFICIENCIES IN THE TITLE TO THE PROPERTY AFFECTED BY THE PLAT, AND ANY SUCH RESPONSIBILITY IS HEREBY AFFIRMATIVELY DISCLAIMED. SECRETARY DATE CERT/FICA TE OF APPROVAL BY THE PLANNING DIRECTOR OF FAIRHOPE, ALABAMA THE UNDERSIGNED, AS AUTHORIZED BY THE CITY OF FAIRHOPE PLANNING COMMISSION, HEREBY APPROVES THE WITHIN RE-PLAT OF THE RECORDING OF THE SAME IN THE OFFICIAL OF THE JUDGE OF PROBATE OF BALDWIN COUNTY, ALABAMA. BY APPROVAL OF THIS PLAT THE PLANNING DIRECTOR OF FAIRHOPE ASSUMES NO RESPONSIBILITY FOR SURVEY ERRORS OR FOR DEFECTS OR DEFICIENCIES IN THE TITLE TO THE PROPERTY AFFECTED BY THIS PLAT AND ANY SUCH RESPONSIBILITY IS HEREBY AFFIRMATIVELY DISCLAIMED. PLANNING DIRECTOR DATE I "" • "'~ \ ....:. ~ ~ --""> ~, I I P.O.C. ~ CALCULATED POINT \ SOUTHEAST CORNER OF FORB<S GRANT SE:CnON 7, \ TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA GENERAL NOTES: 1. THERE IS DEDICATED HEREWITH A 15 FOOT DRAINAGE & UTILITY EASEMENT ON ALL EXTERNAL BOUNDARY LINES. 2. THERE IS DEDICATED HEREWITH A 15 FOOT DRAINAGE & UTILITY EASEMENT ON ALL INTERIOR LOT LINES (7.5 FOOT ON EITHER SIDE). 3. ACCESS TO LOT 1 AND LOT 4 SHALL BE FROM THE COMMON DRIVE EASEMENT AS SHOWN ON THIS PLAT. 4. FFE FOR EACH LOT SHOWN HEREON SHALL BE A MINIMUM OF 15 INCHES ABOVE GRADE. CERT/FICA TE OF OWNERSHIP I, ______________ AS PROPRIETOR(S), HAVE CAUSED THE LAND EMBRACED IN THE WITHIN PLAT TO BE SURVEYED, LAID OUT AND PLATTED TO BE KNOWN AS PARKER PLACE, A PART OF FORBES GRANT SECTION 7, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA, AND THAT THE EASEMENTS AS SHOWN ON SAID PLAT ARE HEREBY DEDICATED TO THE USE OF THE PUBLIC. OWNER: LIVE OAK PROPERTIES, LLC BY: --------------,,-DA"'TE=---ITS: __________ _ CERT/FICA TE OF NOTARY PUBLIC STATE OF ALABAMA COUNTY OF BALDWIN I, ____________ A NOTARY PUBLIC IN AND FOR THE COUNTY OF SURVEYOR'S NOTES: 1. ALL MEASUREMENTS WERE MADE IN ACCORDANCE WITH ALABAMA STANDARDS OF PRACTICE. 2. THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS, RIGHT-OF-WAYS OR OTHER INSTRUMENTS WHICH COULD AFFECT THE BOUNDARIES OF SAID PROPERTIES. 3. THERE WAS NO ATTEMPT TO DETERMINE THE EXISTENCE, LOCATION, OR EXTENT OF ANY SUB-SURFACE FEATURES. 4. BEARINGS AND DISTANCES SHOWN HEREON WERE "COMPUTED" FROM ACTUAL FIELO TRAVERSES. 5. THE BEARINGS SHOWN HEREON ARE BASED UPON GPS OBSERVATION. LOCATIONAL OA TA IS REFERENCED TO GEODETIC NORTH AS ESTABLISHED BY GPS OBSERVATIONS: H0R/ZONTAL DA TUM· NAD83 ALABAMA STA TE PLANE WEST ZONE. VERTICAL DA TUM: NA VDBB. 6. SURVEY WAS CONDUCTED ON OCTOBER 18TH, 2022; AND IS RECORDED IN FIELO BOOK #336, AT PAGE 3, ANO IN AN ELECTRONIC OA TA FILE. 7. THIS SURVEY IS BASEO UPON MONUMENTA TION FOUND IN PLACE AND DOES NOT PURPORT TO BE A RETRACEMENT ANO PROPORTIONING OF THE ORIGINAL GOVERNMENT SURVEY. B. THIS PROPERTY MAY BE SUBJECT TO BU/LO/NG SETBACKS AND OTHER RESTRICTIONS BY GOVERNING BOOY. 9. UNLESS NOTED, ALL NON-LABELED PROPERTY LINES ARE FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT IN DIRECT RELATION WITH THE SUBJECT PROPERTY DISPLAYED UPON THIS PLAT. 10. OEED AND PLAT REFERENCES INCLUDE: INSTRUMENT NUMBER 1118827, CHARBON WOOOS, MAP BOOK 5, PAGE 244; FL YING CREEK SUBDIVISION, SLIDE 1157-B, ALL RECORDED IN THE omCE OF THE JUDGE OF PROBATE COURT IN BALOWIN COUNTY, ALABAMA. UNRECORDED BOUNDARY SURVEY PERFORMED BY D. SCOTT CARRIER FOR REMAX REAL TY OA TED 03-31-08 PROVIDED TO DEWBERRY BY THE CLIENT, AND AN UNRECORDED SUBDIVISION EXHIBIT PERFORMED BY SMITH-CLARK AND ASSOC/A TES FOR HALEY DEVELOPMENT DA TED 06-08-22 PROVIDED TO DEWBERRY BY THE CLIENT. 11. I HEREBY CERTIFY THAT ALL PARTS OF THIS SURVEY ANO ORA WING HA VE BEEN COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MINIMUM TECHNICAL STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN THE STA TE OF ALABAMA TO THE BEST OF MY KNOWI..EOGE. INFORMATION, AND BELIEF. SURVEYOR'S CERT/FICA TE: STA TE OF ALABAMA COUNTY OF BALOWIN I, VICTOR GERMAIN, A LICENSED SURVEYOR OF BALDWIN COUNTY, ALABAMA, HEREBY CERTIFY THAT I HA VE SURVEYED THE BELOW DESCRIBED PROPERTY S/TUA TED IN BALOWIN COUNTY, ALABAMA: "FROM THE SOUTHEAST CORNER OF FORBES GRANT SECTION 7, TOWNSHIP 6 SOUTH, RANGE 2 EAST. BALDWIN COUNTY ALABAMA: RUN THENCE NORTH 14 OEGREES 27 MINUTES 26 SECONDS WEST, 349.89 FEET: THENCE RUN SOUTH 75 DEGREES 41 MINUTES 02 SECONOS WEST, 773. 72 FEET TO THE NORTHEAST CORNER OF LOT 4 CHARBON WOOOS SUBDIVISION; THENCE RUN SOUTH 76 DEGREES 00 MINUTES WEST. ALONG THE NORTH SIDE OF SAID SUBDIVISION, 108.18 FEET TO A CRIMP TOP IRON PIPE FOR THE POINT OF BEGINNING: THENCE CONTINUE SOUTH 76 DEGREES 00 MINUTES WEST, ALONG THE NORTHS/OE OF SAID SUBDIV1S/ON, 491.17 FEET TO AN IRON PIPE ON THE EAST RIGHT-OF-WAY LINE OF SCENIC HIGHWAY NUMBER 98; THENCE RUN NORTHWARDL Y ALONG A CURVE TO THE RIGHT, 253 FEET. MORE OR LESS. (CHORO BEARS NORTH 01 DEGREES 55 MINUTES 38 SECONDS WEST, 252. 71 FEET) TO A POINT; THENCE RUN NORTH 00 DEGREES 13 MINUTES 18 SECONDS WEST, 75.64 FEET TO A CRIMP TOP IRON PIPE; THENCE RUN NORTH 35 DEGREES 07 MINUTES 10 SECONDS EAST, 77.66 FEET TO A CRIMP TOP IRON PIPE ON THE SOUTH RIGHT-OF-WAY OF PARKER ROAO; THENCE RUN NORTH 69 DEGREES 47 MINUTES 11 SECONDS EAST, 319.92 FEET TO A CRIMP TOP IRON PIPE; THENCE RUN SOUTH 20 DEGREES 07 MINUTES 14 SECONDS EAST, 408.37 FEET TO THE POINT OF BEGINNING." (DESCRIPTION COPIED FROM INSTRUMENT #1118827, PROBATE RECORDS, BALOWIN COUNTY, ALABAMA) AND THAT THE PLAT OR MAP CONTAINED HEREON IS A TRUE ANO 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. SA/0 MAP FURTHER SHOWS THE RELATION OF THE LANO SO PLATTED TO THE GOVERNMENT SURVEY, ANO THAT PERMANENT MONUMENTS HA VE BEEN PLACED AT POINTS AS HEREON SHOWN. WITNESS MY HANO THIS THE 21TH DAY OF FEBRUARY, 2023. I '\ DRAFT FOR REVIEW I I SURVEYOR ALABAMA u~c=EN~S~'E~#~3~8~47.~3~---------I I \ I / PARKER PLACE PRELIMINARY -FINAL PIAT FEBRUARY 21, 2023 -SHEET 1 OF 1 BOUNDARY SURVEY AND PIAT OF SUBDlVISION ,---,---------IN THE STATE OF ALABAMA DO 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/SHE (THEY) SIGNED, SEALED AND DELIVERED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGE THAT HE/SHE (THEY) SIGNED, SEALED AND DELIVERED SAID INSTRUMENT AT HIS/HER (THEIR) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES THEREIN SET FORTH. DESIGN N/A DRAWN H.B.P./V.L.G. CHKD. V.LG. ENG J.N.E. SURVEYOR V.LG. GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS, ___ DAY OF ________ _ 2023. tit Dewberry· NOTARY PUBLIC PROJ MGR J.N.E. SCALE 1 •=50' PROJ. NO. FILE SHEET 50157517 -PARKER ROAD PLAT 1 OF 1 1 RESOLUTION NO. _____ A RESOLUTION TO AMEND THE CITY OF FAIRHOPE, ALABAMA SUBDIVISION REGULATIONS WHEREAS, the City of Fairhope Planning Commission (the “Planning Commission”) adopted the current Subdivision Regulations for the City of Fairhope, Alabama on March 8, 2007 (the “Subdivision Regulations”); and WHEREAS, the Planning Commission desires to amend the Subdivision Regulations as hereinafter provided. NOW, THEREFORE, BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF FAIRHOPE, ALABAMA, AS FOLLOWS: 1. APPENDIX I – Certificates of Approval be amended as shown on Exhibit A. 2. Furthermore, Planning Commission grants authority to the Planning Director to make future edits to APPENDIX I as needed on behalf of the Planning Commission. 3. This Resolution shall be effective from and after its adoption by the Planning Commission. Adopted at a properly called meeting of the Planning Commission of the City of Fairhope, Alabama this _____ day of ______________, 20____. _____________________________________ Lee Turner, Chairman APPENDIX I SAMPLE CERTIFICATES FOR FINAL SUBDIVISION PLATS SURVEYOR'S CERTIFICATE AND DESCRIPTION OF LAND PLATTED STATE OF ALABAMA COUNTY OF BALDWIN I , (name of surveyor) , a registered Engineer-Surveyor of (__name of county__ ), Alabama, hereby certify that I have surveyed the below described property situated in Baldwin County, Alabama: (Insert Legal Description) 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 showing the easements, streets, alleys and public grounds and giving the bearings, length, width and name 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 as hereon shown. WITNESS my hand this the day of , 20_______. (Name of Surveyor) Registration # OWNERSHIP & DEDICATION I/We (land owner or developer, address), as proprietor(s) Subdivider(s), have caused the land embraced in the within plat to be surveyed, laid out and platted to be known as (Subdivision Name), a part of (Section Call Out), Baldwin County, Alabama, and that the (Streets, Drives, Alleys, Easements, etc.) as shown on said plat are hereby dedicated to the use of the public. Property Owner/Subdivider Signed and sealed in the presence of: Witness I I ***Commentary (do not place on plat) When the Subdivider is not the land owner, two or more Dedication Certificates may appear on the plat in order to allow for the signatures of both the Owner and the Subdivider to be fixed to said Plat.*** ***Commentary (do not place on plat) Approval by the County Engineer is required when a Subdivision, or a portion thereof, is adjacent to a right-of-way maintained by Baldwin County.*** CERTIFICATE OF APPROVAL BY THE COUNTY ENGINEER The undersigned, as County Engineer of Baldwin County, Alabama, hereby approved the within plat for the recording of same in the Probate Office of Baldwin County, Alabama, this the ___________ day of _______________ 20 _______. County Engineer: FLOOD STATEMENT The property shown hereon is in zone “___” as scaled from the Federal Emergency Management Agency, National Flood Insurance Program, Flood Insurance Rate Map, Community-Panel Number(s) ______, City of Fairhope, Alabama dated ________. WETLAND NOTICE Purchasers are on notice that improvement of property encumbered by wetlands may require separate permitting by City, County, Federal and/or State authorities under such law and regulations governing wetlands as may be in effect at the time of permitting. Airport Overlay District Zone All lots of this subdivision are located within the Airport Overlay District and shall be subject to the provisions of Ordinance No. 1138 and Ordinance No. 1140 or to the provisions of any superseding ordinance or amendment thereto. I I CERTIFICATE OF APPROVAL BY (name of utility provider) The undersigned, as authorized by the (name of electric, water, or sewer utility) 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 PLANNING COMMISSION OF THE CITY OF FAIRHOPE, ALABAMA APPROVED by the City of Fairhope Planning Commission. By approval of this Plat the Planning Commission of the City of Fairhope assumes no responsibility for survey errors or for defects or deficiencies in the title to the property affected by the plat, and any such responsibility is hereby affirmatively disclaimed. ___________________________________________ Secretary Date ***Commentary (do not place on plat) The below Certificate is to be utilized for Re-plats only and not included on Final Plats.*** CERTIFICATE OF APPROVAL BY THE PLANNING DIRECTOR OF FAIRHOPE, ALABAMA The undersigned, as authorized by the City of Fairhope Planning Commission, hereby approves the within re-plat of the recording of the same in the Official of the Judge of Probate of Baldwin County, Alabama. By approval of this plat the Planning Director of Fairhope assumes no responsibility for survey errors or for defects or deficiencies in the title to the property affected by this plat and any such responsibility is hereby affirmatively disclaimed. Planning Director Date I I LICENSED ENGINEER’S CERTIFICATION OF IMPROVEMENTS “ENGINEER’S CERTIFICATE” “I, the undersigned, a Registered Engineer in the State of Alabama holding Certificate Number ______, hereby certify that I have designed the within improvements in conformity with applicable codes and laws and with the principals of good engineering practice. I further certify that I have observed the construction of the within improvements, that the same conforms to my design, that the within is a true and accurate representation of improvements as installed and that said improvements are hereby recommended for acceptance by the City of Fairhope, Alabama. ____________________ Project Engineer ____________________ Date ____________________ Name of Project to which the Certificate Applies Plans which are certified consist of Page _____ thru _____, each of which bears by seal and signature.” CERTIFICATE OF APPROVAL BY E-911 GIS/ADDRESSING: The undersigned, as authorized by Baldwin County E-911 Board, hereby approves the road names as depicted on the map within plat and hereby approves the within plat for the recording of same in the Probate Office of Baldwin County, Alabama, this ______ day of _________, of 20___. ____________________________________________ Authorized Representative I I ONYXLNSERPENTINEDRTURQUOISE DR WINESAP DR FORTUNE D R HEMLOCK DRLONGLEAF L N City of FairhopePlanning Commission March 06, 2023 ¯ TURQUOISEDRLONGLEAFLNONYX LNZC 23.02 - 10315 Longleaf Lane Legend Roads Parcels Corporate LimitsZoning Classification PUD - Planned Unit Development R-2 - Medium Density Single-Family Planning Jurisdiction^ Project Name: 10315 Longleaf LaneSite Data: 5.2 acresProject Type: Rezoning from R-2 to R-1Jurisdiction: City of FairhopeZoning District: R-2PPIN Number: 80716General Location: North of Stone Creek Villas, West of the Village at FirethorneSurveyor of Record: David Lowery Surveying LLCEngineer of Record: N/AOwner / Developer: Margaret & James SmithSchool District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: ApprovalPrepared by: Casey Potts µ µ 1                                                                                                                 ZC 23.02 10315 Longleaf Lane – March 6, 2023  Summary of Request:  Applicants, Shannon Hesse and Ron Norton, acting on behalf of the Owners, James and Margaret Smith, are  requesting to rezone property from R‐2, Medium Density Single‐Family Residential District to R‐1, Low Density  Single‐Family Residential District. The property is approximately 5.19 acres and is located east of Onyx Lane  and north of Longleaf Lane.     Comments:  The subject property is currently zoned R‐2 and is within the City of Fairhope municipal limits. The property is  bordered to the north, west, and south by properties zoned PUD. The property to the east is zoned RSF‐E by  Baldwin County. (See below)        According to the 2015 Comprehensive Plan, the subject property is located near the Twin Beech Road and US  Hwy 181 commercial node. The Comprehensive Plan specifies that density should decrease as you get further  from the center of the node. Since the application requests to downzone the subject property, staff believes  the rezoning request complies with the 2015 Comprehensive Plan.      Subject Property  Legend ...... Cl •,...,.. ----..,_,_,...,._Uflill~ 2                                                                                                                 ZC 23.02 10315 Longleaf Lane – March 6, 2023    Important to note, a portion of the adjacent property to the east is in the process of annexing into the City of  Fairhope with the R‐1 Zoning District designation. Their intent is to conduct a replat of their common property  line. A draft of the replat is provided herein. Future uses, if approved, shall meet the Fairhope Zoning  Ordinance requirements.     The Zoning Ordinance defines R‐1 Low Density Single‐Family Residential District as follows:    “R‐1 Low Density Single‐Family Residential District: This district is intended to provide choices of low‐density suburban  residential environment consisting of single‐family homes on large parcels of land. It is sub‐classified into four categories  (R‐1, R‐1a, R‐1b, and R‐1c) based on lot sizes.    A copy of the Zoning Ordinance’s Use Table, highlighting allowable uses in R‐1, is attached within the packet.      Criteria – The application shall be reviewed based on the following criteria:  (1) Compliance with the Comprehensive Plan;  Response:   Meets    (2) Compliance with the standards, goals, and intent of this ordinance;  Response: Meets       (3) The character of the surrounding property, including any pending development activity;  Response: Meets    (4) Adequacy of public infrastructure to support the proposed development;  Response: This is a re‐zoning request, with a replat as an intended follow up activity.  Future projects within  the subject property shall ensure adequate public infrastructure.        (5) Impacts on natural resources, including existing conditions and ongoing post‐development conditions;  Response: Staff does not anticipate an issue at this time.     (6) Compliance with other laws and regulations of the City;  Response: At the time of any development all applicable laws of the City will be applied.  If granted, any use  within R‐1 zoning will be allowed ‘by right’.    (7) Compliance with other applicable laws and regulations of other jurisdictions;  Response: At the time of a development 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 at this time.     (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.       3                                                                                                                 ZC 23.02 10315 Longleaf Lane – March 6, 2023    Recommendation:  Staff recommends Case:  ZC 23.02, 10315 Longleaf Ln, be approved with an initial zoning of R‐1 Low Density  Single‐Family Residential District.   Article III Section B Zoning Districts Allowed Uses FAIRHOPE ZONING ORDINANCE 19 Table 3-1: Use table Zoning District Uses Categories / Specific Uses R-AR-1(a,b,c)R-2R-3 THR-3 P/GHR-3R-4R-5R-6B-1 B-2B-3aB-3bB-4M-1M-2PUDVRMNVCCVCHTDDwelling Uses in the PUD District shall be specified based on a development plan according to the standards and procedures of this ordinanceSingle-family z z z z z z z z z z z z z Two-family z z z z z z z z Townhouse ∋∋∋∋∋∋∋z z z Patio Home ∋∋ Multiple-family / Apartment ∋z ||∋∋∋| Manufactured Home ∋ Mixed-use z z z z z z z z Accessory Dwelling ∋∋∋∋∋∋∋∋∋ Estate z Civic Elementary School z z z z z z z z z z z z z z z z Secondary School z z z z z z z z z z z z z z z Education Facility z z z z z z z z z z z z z Library z z z z z z z z z z z z z z z z Place of Worship z ||| Cemetery |||||||||||||| Hospital ||||||||| Public Open Space z z z z z z z z z z z z z z z z Common Open Space z z z z z z z z z z z z z z z z Community Center or Club ||||||||||||||| Public Utility |||||||||||||||||||| Office General z z z z z z z z z Professional z z z z z z z z z Home Occupation ∋∋∋∋∋∋∋∋∋∋∋∋∋∋∋∋∋∋ Retail Grocery z z z z z z z Convenience Store ∋∋∋∋∋∋∋∋ General Merchandise z z z z z z z | Shopping Center z Automobile Service Station ||||∋∋ Outdoor Sales Limited |||||| Outdoor Sales Lot ||| Garden Center ||||||| Service Convalescent or Nursing Home ||||||||||||z z | Clinic |||||||||||||| Outdoor Recreation Facility ||||||||z |||||| Day Care ||||||||||||z z z General Personal Services z z z z z z Mortuary or Funeral Home ||||||| Automobile Repair z z z || Indoor Recreation z z |z z z z Dry Cleaner / Laundry z ||||| Personal Storage |∋∋|||| Bed & Breakfast z z |z z z Hotel / Motel |z z Boarding House or Dormitory z z z z z z z Recreational Vehicle Park ∋∋∋∋ Restaurant |z |z |z z Bar z |z z z Entertainment Venue z |||| Marina ||||| Kennel or Animal Hospital |||| Warehouse z z Junk Yard or Salvage Yard || Manufacturing Limited ||z z z z | Light z z General |z Food Processing | Rural Agriculture z Rural Market z Plant Nursery z z 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 conditionsR-1(a,b,c)z z z z z | z z | | ∋ | | | | DESCRIPTION OF 1.0 ACRE Commencing at a 11/2" OPEN TOP PIPE AT THE SE CORNER OF THE SW 1/4 OF SECTION 23, TOWNSHIP 6 SOUTH, RANGE 2 EAST BALDWIN COUNTY, AL.; thence N89°47'37"W, along the South line of said Section a distance of 940.64 feet to a SET 5/8" CAPPED REBAR to the POINT OF BEGINNING; thence N89°47'21"W, along said South line a distance of 64.40 feet to a 1/2" CAPPED REBAR "GEO"; thence N00°19'53"E, a distance of 676.15 feet to a 1/2" CAPPED REBAR "GEO" on the agreed upon boundary line between the Smiths and Firethorne Tract; thence N89°55'25"E, along said line a distance of 64.40 feet to a SET 5/8" CAPPED REBAR; thence S00°19'53"W, a distance of 676.47 feet to the POINT OF BEGINNING, said parcel containing 1.00 acres, more or less. DESCRIPTION OF OVERALL Commencing at a 1 1/2" OPEN TOP PIPE AT THE SE CORNER OF THE SW1/4 OF SECTION 23, TOWNSHIP 6 SOUTH, RANGE 2 EAST; thence N89°47'37"W, along the South line of said Section a distance of 940.64 feet to a SET 5/8" CAPPED REBAR to the POINT OF BEGINNING; thence N89°47'21"W, along said South line a distance of 399.43 feet to a 5/8" CAPPED REBAR "VOLKERT" at the SE corner of COMMON AREA 17 SILVERLEAF AT FIRETHORNE, PHASE 2, as recorded on SLIDE 2597-E; thence N00°21 '06"E, along the East line of said Common Area a distance of 664.24 feet to a 6" FENCE POST at the SW corner of COMMON AREA 15 GREENBRIER, AT FIRETHORNE PHASE-1A, as recorded on SLIDES 2541-B THRU 2541-D; thence N48°37'03"E, along the South line of said Common Area a distance of 15.49 feet to a 6" FENCE POST; thence N89°55'25"E, along the South line of said Common area a distance of 387.64 feet to a SET 5/8" CAPPED REBAR; thence S00°19'53"W, a distance of 676.47 feet to the POINT OF BEGINNING, said parcel containing 6.19 acres, more or less. 1-1/2" OPEN TOP PIPE ATTHE SE CORNER OF THESW1/4 OF SEC. 23, T-6-S,R-2-ECHECKED BY: D. LOWERYOVERHEAD ELECTRICOECONCRETE MONUMENTPIN NOT SETFENCENOT TO SCALESET IRON PINFOUND IRON PINPOINT OF BEGINNINGDWG. NO.SURVEY DATE SCALE23-02-032JAN 20231"=80'POINT OF COMMENCEMENTFENCE CORNER POST(**)RECORD BEARING/DISTANCEDRAWN BY: R. TILLMANP.O.C.P.O.B.55284 MARTIN LN.STOCKTON, AL 36579251-937-2757 ph. 251-937-2756 faxdlsurvey25@hotmail.com*1. All bearings shown hereon are relative to GRID NORTH. GRID NORTH was obtained by G.P.S. observations.2. Corner monuments shown as set iron pins are are 5/8" reinforcing bars with a durable plastic cap stamped "26623".3. Only Select Fixed Interior Improvements shown hereon.4. This survey was prepared for the client shown and is not to be used for any other purpose without prior approval from this surveyor.5. No instruments of record reflecting easements. right of ways. and/or ownership were furnished this surveyor. except as shown or noted.6. No underground installations or improvements have been located. except as shown or noted.7. This survey was prepared without the benefit of an abstract of title or a title search unless stated hereon. No liability is assumed by the undersigned for loss relating to any matter that might be discovered by an abstract, title search, or legal judgement rendered on the property.8. Liability of the undersigned for the survey shown shall not exceed the amount paid for this survey.NOTESSITE DATA:SMALLEST LOT: 4.33 AcresLARGEST LOT: 6.37 AcresTOTAL # OF LOTS: 2TOTAL AREA: 10.71 AcresLINEAR FT. STREETS: 0PLANNING DISTRICT: 14OWNER & DEVELOPERSURVEYORDAVID LOWERY SURVEYING LLC55284 MARTIN LN.STOCKTON, AL 36579DAVID LOWERY, PLS LIC. NO 26623 MARGARET BALLARD &JAMES EDWARD SMITH 6811 MOSS OAKS LN, ELBERTA, AL 36530CERTIFICATION OF FLOOD HAZARD ZONETHIS IS TO CERTIFY THAT I HAVE CONSULTED THE FEDERALINSURANCE ADMINISTRATION FLOOD HAZARD BOUNDARY MAP#01003C0663 M EFFECTIVE DATE 6/17/02 AND REVISED 4/19/19,WHICH SHOWS THIS PROPERTY TO BE LOCATED IN ZONE "X"CLEAR._____________________________________________DAVID LOWERYALABAMA REG. NO. 26623SEC. 23SEC. 261/2" CAPPEDREBAR "GEO"5/8" CAPPEDREBAR "VOLKERT"5/8" CAPPEDREBAR "VOLKERT"5/8" CAPPEDREBAR "VOLKERT"1/2" CAPPEDREBAR "GEO"1/2" CAPPED REBAR"PREBLE RISH"COMMON AREADWELLINGDRIVE, David Lowery,,,,,NOT TO SCALECERTIFICATION OF OWNERI, MARGARET BALLARD SMITH, OWNER OF THE LANDSEMBRACED IN THE WITHIN PLAT TO BE SURVEYED, LAID OUTAND PLATTED TO BE KNOWN AS "NORTH LOT SUBDIVISION", APART OF SECTIONS 23 & 26, T-6-S, R-2-E, BALDWIN COUNTY,ALABAMA._______________________________________________MARGARET BALLARD SMITH DATE CERTIFICATION BY NOTARY PUBLICSTATE OF ALABAMACOUNTY OF BALDWIN I, _______________________________, NOTARY PUBLIC IN ANDFOR SAID COUNTY, IN SAID STATE, HEREBY CERTIFYMARGARET BALLARD SMITH, AS OWNER, AND WHO IS KNOWNTO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY THAT,BEING INFORMED OF THE CONTENT OF THE INSTRUMENT, ANDWITH FULL AUTHORITY, EXECUTED THE SAME VOLUNTARILY.GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS ________ DAYOF ________________, 2023. _________________________________________________NOTARY MY COMMISSION EXPIRES: __________________________CERTIFICATE OF APPROVAL BY THEPLANNING DIRECTOR OF FAIRHOPE,ALABAMATHE UNDERSIGNED, AS AUTHORIZED BY THE CITY OFFAIRHOPE PLANNING COMMISSION, HEREBY APPROVESTHE WITHIN RE-PLAT FOR THE RECORDING OF SAME IN THEPROBATE OFFICE OF BALDWIN COUNTY, AL. BY APPROVALOF THIS PLAT THE PLANNING DIRECTOR OF FAIRHOPEASSUMES NO RESPONSIBILITY FOR SURVEY ERRORS ORFOR DEFECTS OR EFFICIENCIES IN THE TITLE OF THEPROPERTY AFFECTED BY THIS PLAT AND ANY SUCHRESPONSIBILITY ID HEREBY AFFIRMATIVELY DISCLAIMED.THIS THE ______ DAY OF ______________________,20______.PLANNING DIRECTOR__________________________________________.THIS RE-PLAT IS FOR THE SOLE PURPOSE OF MOVING THE PARCEL LINE TO THE EAST.The finished floor elevation for each lot shall be a minimum of 15 inches above grade.THIS DIVISION IS EXEMPT FROM THE REQUIREMENTS OF SUBDIVISIONAPPROVAL AND IN NO WAY SHALL BE CONSTRUED THAT BALDWINCOUNTY WILL TAKE RESPONSIBILITY FOR MAINTENANCE OF ANYEASEMENTS OR ROADS THAT ARE PART OF THIS DIVISION.CONCRETEBARNDRIVEP.O.B.DESCRIPTION OF OVERALLCommencing at a 1-1/2" OPEN TOP PIPE AT THE SE CORNER OF THE SW1/4 OF SECT. 23,T-6-S, R-2-E; thence N89°45'37"W, along the South line of said Section a distance of670.18 feet to a SET 5/8" CAPPED REBAR to the POINT OF BEGINNING; thence South, adistance of 20.22 feet to a SET 5/8" CAPPED REBAR; thence N89°46'19"W, a distance of270.72 feet to a SET 5/8" CAPPED REBAR; thence continue Westerly along said bearing, adistance of 399.28 feet to a 5/8" CAPPED REBAR "VOLKERT"; thence N00°06'01"W, adistance of 20.02 feet to a 5/8" CAPPED REBAR "VOLKERT"; thence N00°21'06"E, adistance of 664.24 feet to a FENCE CORNER POST; thence N48°37'03"E, a distance of15.49 feet to a FENCE CORNER POST; thence N89°55'24"E, a distance of 387.64 feet toa SET 5/8" CAPPED REBAR; thence N89°55'27"E, a distance of 270.40 feet to a SET 5/8"CAPPED REBAR; thence S00°18'48"W, a distance of 677.83 feet to the POINT OFBEGINNING, said parcel containing 10.71 acres, more or less.COMMON AREAP.O.C.CERTIFICATION OF OWNERI, JAMES EDWARD SMITH, OWNER OF THE LANDS EMBRACEDIN THE WITHIN PLAT TO BE SURVEYED, LAID OUT AND PLATTEDTO BE KNOWN AS "NORTH LOT SUBDIVISION", A PART OFSECTIONS 23 & 26, T-6-S, R-2-E, BALDWIN COUNTY,ALABAMA._______________________________________________JAMES EDWARD SMITH DATE CERTIFICATION BY NOTARY PUBLICSTATE OF ALABAMACOUNTY OF BALDWIN I, _______________________________, NOTARY PUBLIC IN ANDFOR SAID COUNTY, IN SAID STATE, HEREBY CERTIFY JAMESEDWARD SMITH, AS OWNER, AND WHO IS KNOWN TO ME,ACKNOWLEDGED BEFORE ME ON THIS DAY THAT, BEINGINFORMED OF THE CONTENT OF THE INSTRUMENT, AND WITHFULL AUTHORITY, EXECUTED THE SAME VOLUNTARILY.GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS ________ DAYOF ________________, 2023. _________________________________________________NOTARY MY COMMISSION EXPIRES: __________________________ORIGINAL PARCELLINE TO BEREMOVEDPIN: 360385STONE CREEK VILLASOWNERS ASSOCIATION29000 HWY 98DAPHNE, AL 36532PIN: 372836FIRETHORNE POA32128 BROKEN BRANCH CIRSPANISH FORT AL 36527PIN: 362596Owner Name: FIRETHORNE OWNERSASSOCIATION32128 BROKEN BRANCH CIRSPANISH FORT AL 36527PIN: 367005MALOS, LESLIE SMITH581 TURQUOISE DRFAIRHOPE AL 36532ZONINGLOT 1- R-2- MEDIUM DENSITY SINGLE FAMILY (CITY)LOT 2- RSF-E (COUNTY)COMMON LOT LINE MOVE PREPARED FOR SMITH BALDWIN CO., AL. LEGEND AND SYMBOLS • 0 I:, COMMON LOT LINE MOVE FOR SMITH INVOLVING PARCELS: 05-46-06-23-0-000-004. 004 05-46-06-23-0-000-004. 002 05-46-07-26-0-000-002.110 GREENBRIER AT / 05-46-06-23-0-000-004.178 I FIRETHORNE PH-1A / -----\ THRU 2541-D ~ / / " /.... I I I \ 1~\ I \ I \ I \ I \ I \ FIRETHORNE SU~ PHASE 3 SLIDE 2612-F I SLIDES 2541-B II 11 I r:.:~~7'-;;.---; -7\ -_,,.____ '-.__ _,,,, N89"55' ii-E 387.64'-------__j -N89"55' :n• E I \ 270.40'--------S89"55' 25" Jr 279.38' SILVERLEAF AT FIRETHORNE PHASE 2 SLIDE 25 97-E lJ I I I I i\ _______ J_ Noo·oe· 01 • w 20.02' _J 323.40' PARCEL 1 6.37 ACRES J S89°47' 27• E 64.40' S89°47' 21 • E 335_03• soo•19• 53• w 20.14' -----------334.94' N89°46' 19" Jr 399.28' 64.40' ,-J _______________________________ _1__7 DAVID LOWERY SURVEYING, L.L. C. 80' 0 80' SURVEYORS CERTIFICATION STONE CREEK VILLAS SUB SLIDE 2530-B & 2530-C 160' UTILITY PROVIDERS CITY OF FAIRHOPE BALDWIN EMC 251 989-6247 NONE-ONSITE SEPTIC I a licensed land surveyor in the State of Alabama do hereby certify that I hove surveyed property shown hereon and all ports of this survey and plat hove been completed in accordance with the current requirements of the Standards of Practice for Surveying in the State of Alabama to the best of my knowledge information and belief. All according to my survey mode this the _____ day of _____ 20 ____ . The certification on this Plot does not reflect any title search unless otherwise shown or noted hereon. David Lowery P.L.S. Ala, License # 26623 WATER ELECTRICITY SEWER I I I I I I I I I I I PARCEL 2 4.33 ACRES _______ l__ N89"46' 19" Jr 270. 72' I ,-..L ____ _ .., "' ..: " "' _, 'o_, ... "' . 0 0 "' I I I I I I I I I I I I I I I I I I ) / / soo·oo· oo· E / / 20.22' / / / N89"45' 37" Jr 670.18' ------------VICINITY MAP -\ 35 •• South River • 27 Park Church ~ ~ C) ~ ~ ~ c_.'.) * N SCALE 1" =80' 36 Fish l) ~ ~ ~ l) ~ ~ ~ s V) >--, ~ ~ a ~ ~ ~ 2§