HomeMy WebLinkAbout10-07-2024 Planning Commission Agenda PacketSeptember 5, 2024
Planning Commission Minutes
1
The Planning Commission met Thursday, September 5, 2024, at 5:00 PM at the City Municipal
Complex, 161 N. Section Street in the Council Chambers.
Present: Lee Turner; Harry Kohler; John Worsham; Hollie MacKellar; Paul Fontenot; Clarice Hall-
Black; Hunter Simmons, Planning and Zoning Director; Mike Jeffries, Development Services Manager;
Michelle Melton, Planner; Chris Williams, City Attorney; and Cindy Beaudreau, Planning Clerk.
Absent: Jay Robinson, Erik Cortinas and Rebecca Bryant
Chairman Turner called the meeting to order at 5:04 PM.
Approval of the Minutes August 5, 2024:
John Worsham made a motion to approve the minutes from August 5, 2024.
Hollie MacKellar seconded the motion and the motion carried unanimously with the following vote:
AYE: Lee Turner; Harry Kohler; John Worsham; Hollie MacKellar; Paul Fontenot; Clarice Hall-Black
NAY: None.
Chairman Turner stated the need to recuse himself from ZC 24.02 due to owning a rental house near the
property. Chairman Turner announced that item C on the agenda would be presented first.
C. ZC 24.08 Public hearing to consider the request from the City of Fairhope Planning and
Zoning Department, for various proposed amendments to the City of Fairhope’s Zoning Ordinance.
Hunter Simmons, Planning Director, updated the Planning Commission that staff along with John
Worsham attended the Parking Authority meeting. Mr. Simmons suggested reviving the Ad Hoc Parking
Committee with members of the Planning Commission, the Board of Adjustments and downtown
stakeholders. Mr. Simmons recommended tabling the motion until staff is ready to bring it back to the
Planning Commission.
John Worsham made a motion to table ZC 24.08, until staff brings back to the Planning Commission.
Hollie MacKellar seconded the motion and the motion carried unanimously with the following vote:
AYE: Lee Turner; Harry Kohler; John Worsham; Hollie MacKellar; Paul Fontenot; Clarice Hall-Black
NAY: None.
Mr. Simmons stated the need to choose another Chairperson for when Chairperson Turner recuses
himself during ZC 24.02. Hollie MacKellar made a motion to appoint John Worsham as the Chairperson
during that time.
Old/New Business
• SD 22.18 Greenfields Subdivision - Request of the Applicant, SE Civil, for an extension of
one year for Preliminary Plat.
September 5, 2024
Planning Commission Minutes
2
Summary: Hunter Simmons, Planning Director, Request of the Applicant, SE Civil, for an extension of
one year for Preliminary Plat. Staff is in support of this request.
Staff recommends approval of SD 22.18 extension.
Clarice Hall-Black made a motion to approve the extension of SD 22.18.
John Worsham seconded the motion and the motion carried unanimously with the following vote:
AYE: Lee Turner; Harry Kohler; John Worsham; Hollie MacKellar; Paul Fontenot; Clarice Hall-Black
NAY: None.
• SD 21.41 Aldi Subdivision – Request of FST Aldi, Inc. of Alabama, for an additional one-
year extension for Final Approval of Aldi Subdivision, a 5-unit Multiple Occupancy Project.
Summary: Hunter Simmons, Planning Director, presented the Request of FST Aldi, Inc. of Alabama,
for an additional one-year extension for Final Approval of Aldi Subdivision, a 5-unit Multiple
Occupancy Project. Staff is in support of this request.
Staff recommends approval of SD 21.41 extension.
John Worsham made a motion to approve the extension of SD 21.41.
Harry Kohler seconded the motion and the motion carried unanimously with the following vote:
AYE: Lee Turner; Harry Kohler; John Worsham; Hollie MacKellar; Paul Fontenot; Clarice Hall-Black
NAY: None.
Mr. Simmons stated that the draft Comprehensive Plan will be on the Planning Commission agenda in
October and that comments should be sent to the Planning Department.
Consideration of Agenda Items:
A. SD 24.19 Public hearing to consider the request of the Applicant, Sawgrass Consulting, LLC
on behalf of the Owner, FST Rockwell, LLC for preliminary plat approval of Resubdivision of Lot 1 -
Rockwell Place, a 10-lot major subdivision. The property is zoned B-2, General Business District. The
property is approximately 11.70 acres and is located on the east side of State Highway 181, south of the
Harvest Green East Subdivision and across from The Waters Subdivision. PPIN #625448
Summary: Mike Jeffries, Development Services Manager, presented the request of the Applicant,
Sawgrass Consulting, LLC on behalf of the Owner, FST Rockwell, LLC for preliminary plat approval
of Resubdivision of Lot 1 - Rockwell Place, a 10-lot major subdivision. Mr. Jeffries shared the zoning
and aerial maps.
Staff recommends approval of SD 24.19 with the following condition:
September 5, 2024
Planning Commission Minutes
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1. Review and approval of a revised Landscape Plan.
Chairman Turner asked if there was a connection to Highway 181. Mr. Jeffries stated that there is not a
connection to Highway 181. Mr. Jeffries shared the Greenspace Plan showing lots 1-7 having access to
Bushel Drive only allowing a future connection with ALDOT approval to connect lot 8 and 9 to Highway
181. All other connections will be internal on Bushel Drive. Mr. Turner asked if the buildings will be
double sided. Mr. Jeffries stated that the plan will come through Site Plan review before any building
permits are released and come before the Planning Commission and City Council. Mr. Turner asked
about the swales and how they look like they go across lot lines and if they will be memorialized. Mr.
Jeffries replied they will be incorporated into the O&M plan.
Hollie MacKellar asked if they will be dry or wet ponds. Mr. Jeffries stated they will be dry. Ms.
MacKellar asked if there are landscape requirements. Mr. Jeffries stated that it depends on the LID and
how it is created. Mr. Simmons shared some landscaping that would work in that environment.
Chairman Turner opened the public hearing at 5:25pm. Having no one present to speak the public
hearing was closed at 5:25pm.
Tim Lawley, Sawgrass Consulting, clarified that the ponds are 5:1 so they are more gentle slopes which
will be walkable when they are dry. Mr. Lawley asked for clarification of the landscape plan. Mr. Jeffries
does not support each individual creating their own landscape plan. Mr. Jeffries would like an approved
landscape plan at the time of Site Plan review. A downside would be if any lot sits empty, then some
areas will be landscaped, and some will not or a difference in growth among the plants. Mr. Turner
stated that it could be difficult to not landscape the areas from the beginning due to different growth
patterns. Mr. Lawley stated that they do not have the capacity to irrigate the entire site. Paul Fontenot
stated that, to be consistent, all of the landscaping should be installed at the same time. Hollie MacKellar
believes that the front buffer should be completed, then phased throughout.
Mr. Simmons stated that the Tree Ordinance has certain requirements and asked Mr. Fontenot what type
of embankment plantings would he recommend. Mr. Fontenot suggested stabilizing the swales with
native or wetland plants which would require temporary irrigation for a couple of years and the new
owner could provide the permanent irrigation system.
John Worsham made a motion to approve SD 24.19, with staff conditions along with a revised landscape
plan with landscaping swales and drainage systems.
Clarice Hall-Black seconded the motion and the motion carried unanimously with the following vote:
AYE: Lee Turner; Harry Kohler; John Worsham; Hollie MacKellar; Paul Fontenot; Clarice Hall-Black
NAY: None.
Chairman Turner recused himself and John Worsham took over as the Chairperson.
B. ZC 24.02 Public hearing to consider the request of the Applicant, SCorUSA, LLC, acting on
behalf of the Owner, Steven W. Corbett, to rezone property from B-2, General Business District to a
PUD, Planned Unit Development, to be known as Legends at Point Clear. The property is
approximately 13.27 acres and is located at 18323 Greeno Road. PPINS #: 39376, 210314
September 5, 2024
Planning Commission Minutes
4
Summary: Hunter Simmons, Planning and Zoning Director, presented the request of the Applicant,
SCorUSA, LLC, acting on behalf of the Owner, Steven W. Corbett, to rezone property from B-2,
General Business District to a PUD, Planned Unit Development, to be known as Legends at Point Clear.
Mr. Simmons shared the zoning map, aerial map and site plan. The PUD site plan shows what every
building will be along with the elevations. The Comprehensive Plan shows the different nodes and where
the center of development should be for the City of Fairhope. There are areas where dense housing types
should be. With the development of the Publix shopping center to the south, the intersection of Greeno
Road and Old Battles Road is contemplated as a new node, or Suburban Mixed-Use node, within the
currently proposed Comprehensive Plan. This PUD contains two one-story buildings with a plaza in the
front, two commercial buildings with one-story residential above them and four apartment buildings. A
question was received about how large the buffer is. Mr. Simmons shared the Greenspace plan showing
a 100’ stream buffer included within a 3.10-acre undisturbed area. Mr. Simmons shared the list of
allowable commercial uses that the owner has proposed. Mr. Simmons stated that connectivity between
neighborhoods is required. The only exception to the connectivity requirement is if there are natural
features that are being protected. Sidewalks, biking and low speed vehicles can be used for connectivity
from Old Battles Village. Mr. Simmons explained the sizes of the buffer to the north of the project. Mr.
Simmons shared the parking variations for this PUD along with the building renderings and elevations.
Mr. Simmons explained how building height is determined.
Staff originally recommended denial of ZC 24.02 due to the building height. The Applicant revised the
plans to reduce the height of the buildings to 35’, for buildings 3-6, which changed staff recommendation
to approve ZC 24.02 for recommendation to City Council with the following conditions:
1. Re-plat to combine the two lots.
2. Regarding the Allowable Commercial Uses as shown on the Site Data Table; staff recommends
the following changes to the allowed use table:
• Add to the prohibited list of uses:
o Personal storage
o No uses within the Dwelling category shall be allowed in the commercial spaces
o Hotel/Motel
o Bed & Breakfast
o Boarding House or Dormitory
• Remove from prohibited list of uses:
o Outdoor Sales Limited
3. Ownership and maintenance of roads, sidewalks, and landscape will be clarified with the MOP or
with a Development Agreement.
4. Phase Plan that prevents all the multi-family residential buildings without commercial units.
5. Applicant will place further use restrictions on the units facing the plaza.
6. Ensure buildings are under the height limit of 35’.
7. “Drainage Easement” shall be renamed “Stream Buffer”.
Mr. Simmons reviewed the four choices that the Planning Commission has regarding this project.
John Worsham confirmed that staff recommends approval to the City Council with the listed conditions.
Mr. Simmons confirmed that if the Applicant stays within the building height requirements, then staff
recommends approval with the conditions.
September 5, 2024
Planning Commission Minutes
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Paul Marcinko, Jade Consulting, stated that he appreciated Mr. Simmons’ explanation of the project.
Mr. Marcinko believes that the project aligns with the Comprehensive Plan. Mr. Worsham asked if there
were any comments on building height. Ryan Baker, Walcott Adams, stated that meeting the building
height is not an easy solution. Since this is a PUD, three stories are allowed and building heights are
able to be adjusted. Mr. Simmons stated that the Village district standards require three types of housing
required. This PUD has two types of housing. Mr. Simmons does not want to create an exception to the
rules. Mr. Baker shared how the elevations change based on the natural grade of the land and will step
the buildings to try to meet and comply with the 35’ building requirement. Mr. Baker stated that they
are working to meet the character and feel of Point Clear and the Grand Hotel. Mr. Simmons stated that
procedurally stepping the buildings could work but will look at the footprint of each building again
during Site Plan review.
Hollie MacKellar asked what material will be used for access to Old Battles Village. Paul Marcinko
stated that the trail will be a wooden boardwalk wide enough for a golf cart, along with an asphalt or
concrete connection to the dog park. Ms. MacKellar asked if there will be access to the Publix plaza by
the Mexican restaurant. Mr. Marcinko replied yes and showed where the access will be.
Chairman Worsham opened the public hearing at 6:18pm and noted that there were a number of people
in attendance. Mr. Worsham requested that if a comment had been made, not to reiterate it and asked
everyone who spoke list their name and address.
Gary Gover, 300 Lincoln Street, asked about the use of terms for the pathways, and are the specifications
or design requirements available for review this evening. Mr. Gover is concerned with the vagueness of
the proposed materials. Mr. Simmons stated that this is a zoning request, and an MOP or subdivision
request will come in the future when the specifications and design requirements are reviewed. The
project will come back to the Planning Commission again for final plat approval. Mr. Gover is also
concerned about the maintenance of the multimodal paths. Mr. Simmons stated that the maintenance
will be handled during the MOP and a PUD is required to have a development agreement. The owner of
this property will be maintaining it into perpetuity.
Greg Marx, 655 McArthur Lane, is concerned with the runoff due to the creek bed behind his house.
Mr. Simmons stated that there is a pond on site that will handle any water from the parking lot. He is
also concerned with access to Old Battles Village. Mr. Worsham stated that is because it is in the
regulations and the city maintains the roads. Mr. Simmons added that those are public roads. Mr. Marx
asked about the ability to become a gated community. Mr. Simmons stated that they would not be able
to be a gated community. Mr. Simmons explained the definitions of creek beds and defined banks.
Danielle Ingram, 659 McArthur Lane, is concerned about packages and mail going missing and if the
City or the apartment complex will be responsible for the liability. Chris Williams stated that a
hypothetical will not be addressed. Ms. Ingram also shared her concern about the strain on the water and
electrical systems, schools, safety and traffic. Mr. Simmons shared how the Huntington Woods
community was concerned when Old Battles Village was built. The applicant was required to have an
environmental study by a licensed evaluator and the City also hired an additional licensed evaluator that
confirmed the environmental assessment. Ms. Ingram requested the name of the third party. Mr.
Simmons stated that if it is not in the staff report, she could send an e-mail to the Planning Department
to request it.
September 5, 2024
Planning Commission Minutes
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Cassie Bates, 450C Government Street, Mobile, requested that a wetland delineation plan with overlay
be provided to the public. Ms. Bates shared that there are hydric soils and beauty berry bushes on site
which are indicative of wetlands. The Fish and Wildlife wetland map shows that wetlands exist east of
the creek. Ms. Bates recommends that the wetland buffer be placed in a conservation easement to
formally protect it. Ms. Bates does not advocate for a paved road over the creek to create connectivity
to Old Battles Village. Ms. Bates is concerned about the little amount of wooded area and how that will
affect storm water erosion and requested that the rezoning be denied until her concerns are addressed.
Mr. Simmons responded that there were two assessments done, one by EcoSolutions and another by
Wetlands Resources Environmental Consulting. There is no map because there are no wetlands based
on these reports. The soil maps are a broad national map. The City has attempted to have a conservation
easement. Many of the conservation groups will not put them into conservation easements mainly
because of a residential area due to them becoming a policing issue.
Treasure Adams, 450C Government Street, Mobile, would like to have the schematics of the plan more
easily accessible to the public. Mr. Simmons stated that all of the plans are on the website.
Mary Gallagher, 617 Sharpsburg Avenue, asked why it is appropriate for apartments to go in. Ms.
Gallagher opposes them in this spot. She believes that there could be townhomes that are owned.
Jan Henson, 577 Muscat Avenue, states that she has a beautiful neighborhood and does not believe the
zoning should be for apartments.
Amanda Cushman, 7878A Pale Moon Court, shared where her property is on the site plan. Ms. Cushman
stated that this is not a dry creek bed and that they kayak on it. They have placed dead oak trees in that
creek bed and the trees get washed away when there is heavy rain. She does not believe a boardwalk is
feasible in that area. Ms. Cushman is also concerned with the wildlife in that area along with the buffer
zone and how many of the trees have been marked for clearing. Mr. Simmons stated that when a
subdivision case is received, staff has a chance to review any trees that are proposed for clearing. Mr.
Simmons also explained the three different types of buffer zones and the process of reviewing
subdivision cases. Ms. Cushman shared the three different directions that the water comes from and is
concerned about flooding. Mr. Worsham stated that a study of the water flow must be done in accordance
with the subdivision regulations.
Karie and Peter Talke, 663 McArthur Lane, are concerned with how the project will affect property
values. Ms. Talke shared a printout of the wetlands near the project and is concerned with flooding. Ms.
Talke asked if someone would be able to walk into her backyard and asked what the depth of the wooded
area is. Mr. Worsham stated this will be addressed in the subdivision review and that the buffer on the
western side is roughly 275’ from the buildings to her subdivision. Ms. Talke asked when it would be
appropriate to ask these questions. Chris Williams shared the procedures that the zoning for the PUD is
being heard at this meeting. The Planning Commission will then make a recommendation to the City
Council where another public hearing will be held. If it is approved, the next stage is application for a
multiple occupancy project and at that point the developer, with their engineer, submit certified plans
stamped by the various engineers that will again come before the Planning Commission with a public
hearing. All of the information will be published on the website prior to these meetings. Mr. Simmons
added that when the subdivision happens, because of the unique situation in Old Battles Village, there
is a 30’ common area between Old Battles Village and the proposed PUD. Letters will be sent out to
adjacent property owners which will include the owner of Old Battles Village common area per the
September 5, 2024
Planning Commission Minutes
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County’s tax records. Mr. Talke stated that he would like this plan vetoed and asked how people get
from Publix to Greeno Road. Mr. Simmons stated that there are two entrances on Greeno Road. Mr.
Worsham added that the entrances were chosen by ALDOT. Mr. Talke is concerned about the traffic
getting onto Greeno Road heading north. Mr. Worsham reiterated that this project will require a traffic
study.
The public hearing was closed at 7:15pm.
Mr. Simmons asked the Engineer if he could share where they are not removing the trees. Paul Marcinko
shared the stream bank running through the project which will not be impacted at all, and the area will
remain wooded. The area to the west will not be disturbed except for the boardwalk being built. The
trees will be removed where the pond will be placed.
Chris Williams stated that whether the Planning Commission approves or denies the rezoning, it will
still go to the City Council to be heard.
Hollie MacKellar made a motion to deny the request due to the impact on the welfare of the community.
There was not a second, so the motion did not pass.
Harry Kohler made a motion to recommend ZC 24.02 to the City Council with staff recommendations.
Clarice Hall-Black seconded the motion and the motion carried with the following vote:
AYE: Harry Kohler; John Worsham; Paul Fontenot; Clarice Hall-Black
NAY: Hollie MacKellar
Adjournment
Clarice Hall-Black made a motion to adjourn.
AYE: Harry Kohler; John Worsham; Hollie MacKellar; Paul Fontenot; Clarice Hall-Black
NAY: None.
Adjourned at 7:23pm.
_______________________ ________________________
Lee Turner, Chairman Cindy Beaudreau, Secretary
FAIRHOPE PLANNING COMMISSION DEADLINES 2025
AGENDA IS SUBJECT TO CHANGE BY PLANNING COMMISSION
Meeting Date, 5:00 PM
Submittal Deadline, 9:00 AM
Monday, January 6, 2025
Tuesday, November 26, 2024
Monday, February 3, 2025
Monday, December 23, 2024
*Moved due to Christmas Holiday
Monday, March 3, 2025
Tuesday, January 28, 2025
Monday, April 7, 2025
Tuesday, February 25, 2025
Monday, May 5, 2025 Tuesday, March 25, 2025
Monday, June 2, 2025 Tuesday, April 29, 2025
Monday, July 7, 2025
Tuesday, May 27, 2025
Monday, August 4, 2025 Tuesday, June 24, 2025
Thursday, September 4, 2025
*Moved due to Labor Day Holiday
Tuesday, July 29, 2025
Monday, October 6, 2025 Tuesday, August 26, 2025
Thursday, November 6, 2025
*Moved due to City Council Organizational
Meeting
Tuesday, September 23, 2025
Monday, December 1, 2025
Tuesday, October 28, 2025
Monday, January 5, 2026
Monday, November 24, 2025
*Moved due to Thanksgiving Holiday
PLANNING COMMISSION MEETINGS ARE HELD IN THE COUNCIL CHAMBERS, FAIRHOPE
MUNICIPAL COMPLEX AT 161 N. SECTION STREET.
IT IS THE RESPONSIBILITY OF THE APPLICANT TO SEE THAT ALL SUBMITTALS ARE MADE IN A
COMPLETE AND TIMELY SEQUENCE, AND TO HAVE THE CASE PRESENTED BEFORE THE
COMMISSION AT SCHEDULED MEETINGS.
**INCOMPLETE SUBMITTALS WILL NOT BE PLACED ON THE AGENDA.**
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.
UR 24.09 - 202 N Summit Street (C-Spire)
City of Fairhope
Planning Commission
October 07, 2024
NORTH AVE
N SCHOOL STFAIRHOPE AVE
OAK AVE
ATKINSON LN N SUMMIT STPINE AVEN CHURCH STEQUALITY ST
CL
I
F
F
D
R
MAGNOLIA AVE N BANCROFT STB
A
Y
O
U
D
R
N SECTION STN BAYVIEW STPOWELL AVE
OAK AVE
KEIFER AVE
N BEACH RDNORTH AVE
S MOBILE STBA
Y
O
U
D
R
OAK AVE
MAGNOLIA AVE
EQUALITY ST
PINE AVE
ATKINSON LN N SUMMIT STN CHURCH STN BANCROFT STGENEVIEVE LN
FAIRHOPE AVE N SECTION STN BAYVIEW STPOWELL AVE
OAK AVE
KEIFER AVE
N BEACH RDInstall Area
Road
Parcel
Zoning District
B-1
B-2
B-3a
B-3b
B-4
P-1
R-2
R-4
R-5
µ
µ
Project Name:
202 N Summit Street (C-Spire)
Site Data:
14,770 Linear Feet
Project Type:
Installation of Buried Fiber Cable
Jurisdiction:
Fairhope Planning Jurisdiction
Zoning District:
R-2
PPIN Number:
N/A
General Location:
North Avenue, traveling South to
Fairhope Avenue
Surveyor of Record:
C-Spire
Engineer of Record:
C-Spire
Owner / Developer:
C-Spire
School District:
Fairhope Elementary School
Fairhope Middle and High Schools
Recommendation:
Approved w/ Conditions
Prepared by:
Chris Ambron
1 UR 24.09 C-Spire – October 7, 2024
Summary of Request: Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed
installation of approximately 14,770 ft directional bore buried fiber along routes outlined on the
below location map.
2 UR 24.09 C-Spire – October 7, 2024
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).
3 UR 24.09 C-Spire – October 7, 2024
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.
4 UR 24.09 C-Spire – October 7, 2024
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 Ordinance (#1444)
• Staff Recommendation: Approval with Conditions of UR 24.09
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.
a. An additional right-of-way permit may be required for the potholing procedures.
4. Follow-up activities below required by staff and the applicant:
a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be
submitted to the GIS technician for inclusion in GIS utility maps.
5. Provide draft door hanger for approval at time of pre-construction.
6. Approved door hangers shall be in place no later than 7 days prior to 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 (1000ft max per day).
10. Utilities boxes shall be concentrated near existing boxes.
For permitting purposes, applicants shall provide subsurface utility engineering quality-level
C, unless otherwise required by the Fairhope Building Department.
UR 24.10 - 818 Fairhope Avenue (C-Spire)
City of Fairhope
Planning Commission
October 07, 2024
YOUNG STMORPHY AVE GREENO RD NSTIMPSON AVE
F
A
I
RW
O
O
D
B
L
VD
GREENO RD SS INGLESIDE STCOLEMAN AVEN INGLESIDE STPATLYN
N
D
R
KURLANE STCAIN LN JEFF DAVIS STFAIRHOPE AVE
MICHIGAN AVE
FAIRHOPE AVE
NICHOLS AVE
OAK AVE
GASTON AVE
FELS AVE
S INGLESIDE STN SUMMIT STPINE AVE
EDWARDS AVE
WHITE AVEN CHURCH STMAGNOLIA AVE
WINN AVE
BLUE ISLAND AVES SECTION STN BANCROFT STS CHURCH STJOHNSON AVE
BELLANGEE ST
ESTELLA ST
PROSPECT AVE
BERGLIN STBROWN STMERSHON STS BANCROFT STPLEASANT AVECALL STMARCA CT
S SUMMIT STANN ST
BA
Y
O
U
D
RN SECTION STSIMON STWESTLEY STOSWALT STEQUALITY ST
ETTLE STS SCHOOL STLINCOLN STNORTHROP STSPRING DRASHLEY DRHORN LN
GREENO RD NSTIMPSON AVE
F
A
I
RW
O
O
D
B
L
V
D
EDWARDS AVE
FAIRHOPE AVE
MORPHY AVE YOUNG STS INGLESIDE STCOLEMAN AVEN INGLESIDE STBROWN STPORTICO STS INGLESIDE STCAIN LN
MICHIGAN AVE
FAIRHOPE AVE
HOSPITAL DR
PARK DR
LARAWAY LNR
O
N
F
O
R
T
H
S
T BLUE ISLAND AVEGREENO RD SJOHNSON AVE
BELLANGEE ST
ESTELLA ST
WINTERHAVEN CT
PROSPECT AVE
BERGLIN STBROWN STYOUNG STFE
L
S
A
V
E MERSHON STPLEASANT AVECALL STS SCHOOL STEQUALITY ST
ETTLE STSPRING DRF
A
I
RW
O
O
D
B
L
V
D
NORTHROP STASHLEY DRECOR ROUGE PL SHOP CTRHORN LN
Road
Parcel
Zoning District
B-1
B-2
B-3a
B-3b
B-4
M-1
P-1
PUD
R-1
R-2
R-3
R-3PGH
R-3TH
R-4
R-5
R-6
Install Area
µ
µ
Project Name:
818 Fairhope Avenue (C-Spire)
Site Data:
27,968 Linear Feet
Project Type:
Installation of Buried Fiber Cable
Jurisdiction:
Fairhope Planning Jurisdiction
Zoning District:
R-2
PPIN Number:
N/A
General Location:
School Street, traveling East towards
Greeno Road, along Fairhope & Morphy
Surveyor of Record:
C-Spire
Engineer of Record:
C-Spire
Owner / Developer:
C-Spire
School District:
Fairhope Elementary School
Fairhope Middle and High Schools
Recommendation:
Approved w/ Conditions
Prepared by:
Chris Ambron
1 UR 24.10 C-Spire – October 7, 2024
Summary of Request: Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed
installation of approximately 27,968 ft directional bore buried fiber along routes outlined on the
below location map.
2 UR 24.10 C-Spire – October 7, 2024
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).
3 UR 24.10 C-Spire – October 7, 2024
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.
4 UR 24.10 C-Spire – October 7, 2024
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 Ordinance (#1444)
• Staff Recommendation: Approval with Conditions of UR 24.10
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.
a. An additional right-of-way permit may be required for the potholing procedures.
4. Follow-up activities below required by staff and the applicant:
a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be
submitted to the GIS technician for inclusion in GIS utility maps.
5. Provide draft door hanger for approval at time of pre-construction.
6. Approved door hangers shall be in place no later than 7 days prior to 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 (1000ft max per day).
10. Utilities boxes shall be concentrated near existing boxes.
For permitting purposes, applicants shall provide subsurface utility engineering quality-level
C, unless otherwise required by the Fairhope Building Department.
UR 24.11 - 9051 Feather Trail (C-Spire)
City of Fairhope
Planning Commission
October 07, 2024
FALKLAND AVE
ORCHARD LNSEDGEFIELD AVE
COUNTY RD 13HARVEST RDG
BAYLES STFEATHER TRL
BARNDLING STTHEAKSTON STSURTEES STLAMBTON STORCHARD LNCOUNTY RD 13HARVEST RDG
FEATHER TRL
Road
Parcel
Zoning District
R-1
R-2
R-3
Install Area
µ
µ
Project Name:
9051 Feather Trail (C-Spire)
Site Data:
3,172 Linear Feet
Project Type:
Installation of Buried Fiber Cable
Jurisdiction:
Fairhope Planning Jurisdiction
Zoning District:
N/A
PPIN Number:
N/A
General Location:
School Street, traveling East towards
Greeno Road, along Fairhope & Morphy
Surveyor of Record:
C-Spire
Engineer of Record:
C-Spire
Owner / Developer:
C-Spire
School District:
Fairhope Elementary School
Fairhope Middle and High Schools
Recommendation:
Approved w/ Conditions
Prepared by:
Chris Ambron
1 UR 24.11 C-Spire – October 7, 2024
Summary of Request: Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed
installation of approximately 3,172 ft directional bore buried fiber along routes outlined on the below
location map.
Only permitting the section of the project which lies within the City of Fairhope maintained portion
of County Road 13 Right of Way. Additional permitting via Baldwin County will be required.
2 UR 24.11 C-Spire – October 7, 2024
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.
3 UR 24.11 C-Spire – October 7, 2024
• 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. 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.
4 UR 24.11 C-Spire – October 7, 2024
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 Ordinance (#1444)
• Staff Recommendation: Approval with Conditions of UR 24.11
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.
a. An additional right-of-way permit may be required for the potholing procedures.
4. Follow-up activities below required by staff and the applicant:
a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be
submitted to the GIS technician for inclusion in GIS utility maps.
5. Provide draft door hanger for approval at time of pre-construction.
6. Approved door hangers shall be in place no later than 7 days prior to 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 (1000ft max per day).
10. Utilities boxes shall be concentrated near existing boxes.
For permitting purposes, applicants shall provide subsurface utility engineering quality-level
C, unless otherwise required by the Fairhope Building Department.
UR 24.12 - 102 Majors Run (C-Spire)
City of Fairhope
Planning Commission
October 07, 2024
GAYFER RD EXT MAJORS RUNGALAXY STMAJESTIC BEAUTY AVE
COUNTY RD 13NOBLEMAN DRPITMAN LNGRANT'S WAYMAJORS RUNGAYFER RD EXTCOUNTY RD 13PITMAN LNGRANT'S
WAY
Road
Parcel
Zoning District
R-1
R-2
Install Area
µ
µ
Project Name:
102 Majors Run (C-Spire)
Site Data:
4,837 Linear Feet
Project Type:
Installation of Buried Fiber Cable
Jurisdiction:
Fairhope Planning Jurisdiction
Zoning District:
R-1
PPIN Number:
N/A
General Location:
Surveyor of Record:
C-Spire
Engineer of Record:
C-Spire
Owner / Developer:
C-Spire
School District:
Fairhope Elementary School
Fairhope Middle and High Schools
Recommendation:
Approved w/ Conditions
Prepared by:
Chris Ambron
East side of County Road 13, North side
of Gayfer Road Ext.
1 UR 24.12 C-Spire – October 7, 2024
Summary of Request: Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed
installation of approximately 4,837 ft directional bore buried fiber along routes outlined on the below
location map.
2 UR 24.12 C-Spire – October 7, 2024
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).
3 UR 24.12 C-Spire – October 7, 2024
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.
4 UR 24.12 C-Spire – October 7, 2024
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 Ordinance (#1444)
• Staff Recommendation: Approval with Conditions of UR 24.12
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.
a. An additional right-of-way permit may be required for the potholing procedures.
4. Follow-up activities below required by staff and the applicant:
a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be
submitted to the GIS technician for inclusion in GIS utility maps.
5. Provide draft door hanger for approval at time of pre-construction.
6. Approved door hangers shall be in place no later than 7 days prior to 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 (1000ft max per day).
10. Utilities boxes shall be concentrated near existing boxes.
For permitting purposes, applicants shall provide subsurface utility engineering quality-level
C, unless otherwise required by the Fairhope Building Department.
UR 24.13 - 8933 Nichols Avenue (C-Spire)
City of Fairhope
Planning Commission
October 07, 2024
CONTI CT
ORLEANS DR
FAIRHOPE AVE
OAKWOOD AVEROYAL LN
CROMWELL AVE
EDINGTON STWHITTIER STFENNEC STKENSLEY AVEBOOTHE RDFAIRHOPE AVE
HOFFREN DR
MORPHY AVE HOLLOW HAVEN
STLISBON AVEIDLEWILD DRROTHLEY AVE
SAFFRON AVE
PLISKA STNICHOLS AVE EXT
VULPES AVE
CULPEO AVE
KITFOX AVE BRECKIN DRBEECHER STPECAN TRCECOUNTY RD 13CALLAWAY DR
WINDMILL RD
THOMPSON HALL RDHOFFREN DR CONTI CT
ORLEANS DR
FAIRHOPE AVE
OAKWOOD AVEROYAL LN
CROMWELL AVE
EDINGTON STWHITTIER STKENSLEY AVEFENNEC STSPRING RUN DR
FAIRHOPE AVE
MORPHY AVE HOLLOW HAVEN
STLISBON AVEIDLEWILD DRROTHLEY AVE
SAFFRON AVE
PLISKA STNICHOLS AVE EXT
VULPES AVE
CULPEO AVE BRECKIN DRKITFOX AVEBEECHER STBAY MEADOWS AVEPECAN TRCEWINDMILL RD
CALLAWAY DR
COUNTY RD 13THOMPSON HALL RDBOOTHE RDRoad
Parcel
Zoning District
B-2
B-4
PUD
R-1
R-2
R-3
R-3PGH
R-4
R-5
R-6
R-A
Install Area
µ
µ
Project Name:
8933 Nichols Avenue (C-Spire)
Site Data:
9,533 Linear Feet
Project Type:
Installation of Buried Fiber Cable
Jurisdiction:
Fairhope Planning Jurisdiction
Zoning District:
R-2
PPIN Number:
N/A
General Location:
County Road 13, south of Fairhope Ave
and Nichols Ave Ext.
Surveyor of Record:
C-Spire
Engineer of Record:
C-Spire
Owner / Developer:
C-Spire
School District:
Fairhope Elementary School
Fairhope Middle and High Schools
Recommendation:
Approved w/ Conditions
Prepared by:
Chris Ambron
1 UR 24.13 C-Spire – October 7, 2024
Summary of Request: Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed
installation of approximately 9,553 ft directional bore buried fiber along routes outlined on the below
location map.
2 UR 24.13 C-Spire – October 7, 2024
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).
3 UR 24.13 C-Spire – October 7, 2024
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.
4 UR 24.13 C-Spire – October 7, 2024
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 Ordinance (#1444)
• Staff Recommendation: Approval with Conditions of UR 24.13
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.
a. An additional right-of-way permit may be required for the potholing procedures.
4. Follow-up activities below required by staff and the applicant:
a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be
submitted to the GIS technician for inclusion in GIS utility maps.
5. Provide draft door hanger for approval at time of pre-construction.
6. Approved door hangers shall be in place no later than 7 days prior to 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 (1000ft max per day).
10. Utilities boxes shall be concentrated near existing boxes.
For permitting purposes, applicants shall provide subsurface utility engineering quality-level
C, unless otherwise required by the Fairhope Building Department.
UR 24.14 - 102 Stratford Street (C-Spire)
City of Fairhope
Planning Commission
October 07, 2024
PLAINVIEW DRNOBLEMAN DRS MEADOWS DRLOWRY DRLOWRY DRGAYFER RD EXT
STATE HWY 181STRATFORD STAYRSHIRE LNWAKEFIELD AVE
VANCE LN
BELMONT AVE
HUCKNALL DR
TIFTON WAY
DUNBROOK STSTRATFORD STAYRSHIRE LNTIFTON WAY
WAKEFIELD AVE
BELMONT AVE
GAYFER RD EXT
Road
Parcel
Zoning District
PUD
R-1
R-2
Install Area
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Project Name:
102 Stratford Street (C-Spire)
Site Data:
4,777 Linear Feet
Project Type:
Installation of Buried Fiber Cable
Jurisdiction:
Fairhope Planning Jurisdiction
Zoning District:
R-1
PPIN Number:
N/A
General Location:
West side of State HWY 181, North of
Gayfer Road Ext.
Surveyor of Record:
C-Spire
Engineer of Record:
C-Spire
Owner / Developer:
C-Spire
School District:
Fairhope Elementary School
Fairhope Middle and High Schools
Recommendation:
Approved w/ Conditions
Prepared by:
Chris Ambron
1 UR 24.14 C-Spire – October 7, 2024
Summary of Request: Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed
installation of approximately 4,777 ft directional bore buried fiber along routes outlined on the below
location map.
2 UR 24.14 C-Spire – October 7, 2024
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.
3 UR 24.14 C-Spire – October 7, 2024
• 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. 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.
4 UR 24.14 C-Spire – October 7, 2024
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 Ordinance (#1444)
• Staff Recommendation: Approval with Conditions of UR 24.14
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.
a. An additional right-of-way permit may be required for the potholing procedures.
4. Follow-up activities below required by staff and the applicant:
a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be
submitted to the GIS technician for inclusion in GIS utility maps.
5. Provide draft door hanger for approval at time of pre-construction.
6. Approved door hangers shall be in place no later than 7 days prior to 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 (1000ft max per day).
10. Utilities boxes shall be concentrated near existing boxes.
For permitting purposes, applicants shall provide subsurface utility engineering quality-level
C, unless otherwise required by the Fairhope Building Department.
SR 24.03 - Sherwin Williams
City of Fairhope
Planning Commission
October 07, 2024
STATE HWY 104
SAND BAR LN
STATE HWY 181STATE HWY 181BUSHEL DRFALLING WATER BLVD
THRESHING BLVDFALLING WATER BLVD
BUSHEL DRSTATE HWY 181STATE HWY 181BUSHEL DRµ
µ
Road
Zoning District:
B-2 General Business District
PUD - Planned Unit Development
R-1 Low Density Single-Family Residential District
R-2 Medium Density Single-Family Residential District
Project Name:
Sherwin Williams
Site Data:
0.894 acres
Project Type:
Site Plan Approval
Jurisdiction:
Fairhope Planning Jurisdiction
Zoning District:
B-2
PPIN Number:
108453
General Location:
East side of State HWY 181, North side
of State HWY 104
Surveyor of Record:
Jade Consulting, LLC
Engineer of Record:
Jade Consulting, LLC
Owner / Developer:
Encounter Development, LLC
School District:
Fairhope Elementary School
Fairhope Middle and High Schools
Recommendation:
Approved w/ Conditions
Prepared by:Michelle Melton
• Proposed number of parking spaces/ required number of parking spaces
• Percentage of proposed Green-space
Aerial Photograph with Site Plan and topographic lines overlaid
Utility Plans
Loading/unloading space (if applicable)
Drive-up window locations (if applicable)
Total number of Proposed Buildings, Proposed Uses and the Square Footages of each
Phasing Schedule for Projects being developed over an extended period of time
Location, materials, and elevations of any and all fences and/or walls.
Location of mechanical equipment (mechanical equipment shall be screened)
Flow Modeling
Plans submitted shall include but not be limited to:
• Name of Project
• Date of preparation, including all revision dates
• Appropriate Sca le
• North Arrow
• Preparer's Name, Phone Number and Fax Number
• Name of Owner
Compliance with the City's Comprehensive Plan and the standards, goals and intent
of the Fairhope Zoning Ordinance
All signage requires a sign permit
All Applicable Outside Agency Permits (e.g. ALDOT, ADEM, COE, etc.)
Pll.!as1.: not\.: that this document onl y applies to properties within the City of Fairhope.
1 SR 24.03 Sherwin Williams (Lot 5) Site Plan –October 7, 2024
Summary of Request:
Request of Applicant, JADE Consulting, LLC (“JADE”), on behalf of owner, Encounter Development, LLC, for Site
Plan Approval of Sherwin Willimas on Lot 5 of the Encounter Commercial Retail Center on the northeast corner
of the Alabama Highways 104 and 181 intersection. Trey Jinright, III, PE, is the authorized agent and engineer
for the project. The subject property is less than an acre (0.894) and is zoned B-2. The proposed building is
4,081sf.
Setbacks: Setbacks for this development vary. B-2 requires only a 20ft front setback according to Table 3-2.
The front of Lot 5 faces AL Hwy 181, which has a 125ft highway construction setback. The other setback is a
25ft rear setback facing Bushel Drive.
Site Plan
2 SR 24.03 Sherwin Williams (Lot 5) Site Plan –October 7, 2024
Building: Building height for the one-story structure is estimated at 25ft. The 4,081sf building takes up 10%
of Lot 5. Proposed use is a national chain paint store. Complete build-out information and details are provided
as attachments as well as the elevations. West (front) elevations are shown in Figure 1. Materials for the
building are brick/stucco with possible stone accents in the front.
Figure 1. Architectural Elevations
Figure 2. Floor Plan
3 SR 24.03 Sherwin Williams (Lot 5) Site Plan –October 7, 2024
Landscaping Plan: The landscaping plan has been reviewed and approved. Applicant is subbing bald cypress
with crepe myrtles per City Horticulturist and adding vegetation at the curve entrance from Bushel Drive.
Additional trees have been added around the sign in the southwest corner of the lot. There is additional
landscaping along AL Hwy 181 for the parking lot buffer. A 10ft landscape buffer is required at the front of the
lot per the Landscape and Tree Ordinance. Lot 5 has 20ft of landscaping fronting AL Hwy 181. There is also a
20ft landscape buffer along Bushel Drive. Ten-foot landscape buffers separate Lot 5 from Lots 4 and 6.
Parking: The original plan had surplus parking with 23 spaces. Thirteen (13) spaces are required per
Table 4-3 Parking Schedule. Twenty percent (20% ) overage is allowed, which makes 16 spaces with
the three (3) spaces beyond the required amount being permeable. Parking meets the requirements
of Zoning Ordinance, as well as the perimeter landscape screening requirements of the Tree Ordinance.
Figure 3: Landscape Buffers
AL Hwy 181 frontage.
Bushel Drive frontage.
Buffers separating lots
Three (3) surplus parking spaces are
gravel (permeable surface).
4 SR 24.03 Sherwin Williams (Lot 5) Site Plan –October 7, 2024
Sidewalks: This Site Plan includes interior sidewalks on the site that connect to the adjacent lots and a
sidewalk on Bushel Drive.
Locations, intensity, and heights of exterior lights: A photometric plan was submitted and is included as an
attachment. The first draft had light poles that were too high at 25ft; whereas, parking lots with 50 or fewer
spaces shall have light poles that do not exceed 10ft overall height pursuant to Article IV, Section B(3) of the
Zoning Ordinance. Applicant has modified the lighting to satisfy the ordinance.
Mechanical equipment: Mechanical equipment has been finalized and all appear on the Site Plan.
Dumpster location and screening: Garbage is collected in two (2) commercial dumpsters located in the
delivery area of the lot. The dumpsters are surrounded by bollards, wood fencing, and plantings (red cedar
and sweet virburnum).
Storm water: Drainage has been accounted for the entire Encounter Commercial Retail Center in SD 24.13;
thus, there are not retention/detention facilities on individual lots. There is a large retention pond within Lot
12 of the Encounter development where drainage from most of the lots is directed.
Location and size of all signage: A sign plan was submitted, and it conforms to the Sign Ordinance.
Erosion control: An Erosion Control plan was submitted with the application and is acceptable.
Utilities: A utility plan was submitted and has been reviewed and approved by the appropriate providers.
Figure 4: Dumpster Details
5 SR 24.03 Sherwin Williams (Lot 5) Site Plan –October 7, 2024
ADA Requirements: ADA requirements have been met.
Traffic: A thorough traffic study was conducted for the entire Encounter development and the road
infrastructure was designed in accordance with the recommendations from the traffic study. The Cover Sheet
for the subject property has the speed limit posted as 30 mph; however, the speed limit within the commercial
retail center is actually 20 mph, which is consistent with the residential developments to the north.
The Final Plat for the Encounter Commercial Retail Center limited turnouts for the lots. Lots 2-6 have a
maximum of three (3) turnouts to Bushel Drive; this will be the first for that block of lots. Shared driveways
are encouraged and will be required as build-out continues.
Article II, Section C.2.d. (Site Plan Review Criteria)
Criteria – The application shall be reviewed based on the following criteria:
(1) Compliance with the Comprehensive Plan; The previous Comprehensive Plan put a Commercial Node
at the AL Hwys 181 and 104 intersection. The Encounter Commercial Retail Center is located in a
newly recognized Suburban Mixed-Use Center in the proposed Comprehensive Plan.
(2) Compliance with any other approved planning documents; Meets
(3) Compliance with the standards, goals, and intent of this ordinance and applicable zoning districts; Meets
(4) Compliance with other laws and regulations of the City; Meets
(5) Compliance with other applicable laws and regulations of other jurisdictions; Meets
(6) Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and
property values; Meets. All four (4) corners of the intersection are commercial and occupied. Lot 5 is
between other lots in the commercial development that will have like impacts on each other.
(7) Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical
impacts, and property values; Property is zoned B-2. The larger development site does abut to
conflicting uses. There is a residential district directly to the north of the development NOT Lot 5.
Proper buffers are included in the plans to mitigate the conflicting land uses.
(8) Overall benefit to the community; Meets. There are a lot of residential units being built in the
immediate surrounding area, especially to the north. A commercial retail center with a variety of
retail/restaurant/commercial units will be a benefit to the residential subdivisions.
(9) Compliance with sound planning principles; Meets. The general location has been designated a
commercial node in the past and future comprehensive plans. Connectivity with other developments
has been included.
(10) Compliance with the terms and conditions of any zoning approval; Meets
(11) Any other matter relating to the health, safety, and welfare of the community; Nothing noted
(12) Property boundaries with dimensions and setback lines; Meets
(13) Location of proposed buildings and structures indicating sizes in square feet; Meets
(14) Data to show percentage of lot covered with existing and proposed buildings; Meets
(15) Elevations indicating exterior materials;
Front, side, and rear elevations were provided with the building materials (inside and out).
(16) The locations, intensity, and height of exterior lights; Meets
(17) The locations of mechanical equipment; All relevant requirements are met.
(18) Outside storage and/or display; Meets
(19) Drive-up window locations (must be away from residential uses/districts and not in front of building);
n/a
6 SR 24.03 Sherwin Williams (Lot 5) Site Plan –October 7, 2024
(20) Curb-cut detail and location(s);
Provided.
(21) Parking, loading, and maneuvering areas;
Meets. Loading area was reduced per staff recommendation.
(22) Landscaping plan in accordance with the City Landscape Ordinance; Meets
(23) Location, materials, and elevation of any and all fences and/or walls; n/a
(24) Dumpster location and screening; and
Meets
(25) Location and size of all signage. A signage plan was submitted and has been approved in accordance
with the sign regulations.
Recommendation:
Staff recommends approval of case SR 24.03 Sherwin Williams on Lot 5 in the Encounter Commercial Retail
Center.
@ 81Q~ JINRIGHT & ASSOCIATES DEVELOPMENT ENGINEERS
September 11, 2024
Ms. Michelle Mellon
City of Fairhope
451 Pecan Ave Suite 200,
Fairhope, AL 36532
RE: Sherwin Williams -Lot 5
JADE No.: ENCOUNTER-23-1875
Application No. SR 24.03
Dear Ms. Melton:
We respectfully submit on behalf of our client our 1st response to comments dated June 20, 2024. Enclosed
are revised plans referenced in our responses. Listed below in bold italic are our responses to the review
comments:
1. Per Jamie Rollins (Jamie.rollins@lairhopeal.gov) the Bushel Drive side public ROW at the curve and
by the dumpster needs more vegetation; more vegetation around the sign at AL Hwy 181. The intent
of the ordinance is to minimize signage seen from roadways. He also suggested subbing bald cypress
with an understory tree species because need another understory tree and bald cypress will wreak
havoc on sidewalk(s).
Response: The code Sec. 20.5-4.(e) required the overstory tree along the perimeter.
However, based on the comments we changed Bald Cypress to understory
tree Crape Myrtle. We added Sweet Viburnum screen around the dumpsters.
Also added shrubs at the right side of the de/Ivery area to screen it from the
public road. Added additional plantings around the sign.
2. Article IV, Section B(3) of Zoning Ordinance states that parking lots with 50 or fewer spaces ... shall
have light poles that do not exceed 10 feet overall height. The proposed plan has 23 ft poles with a 2 ft
base.
Parking Lot/Open Area Lighting
Parking lots with 50 or fewer spaces and open area requiring lighting for general purposes shall have light poles
that do not exceed 10 feet overall height. Parking lots having more than 50 spaces shall have light poles that do
not exceed 20 feet overall height. Luminaries of a sharp cut off design to shield light source above 72 degrees
from vertical and providing 1 .0 average maintained foot-candles with the following uniformity ratios: 3:1
average/minimum• (.33 FC minimum). 12:1 maximum/ minimum• (4.0 FC maximum) are required in all cases.
Public facilities such as lighted ball fields are excluded. A photometric grid shall be furnished by developer at time
of building permil application.
*maxinum or minimum foot-candle level at any point lighted area.
Response: G6.0 Photometric Plan has been revised to adhere to these requirements.
3. There are too many parking spaces at 23 spaces. Thirteen are required and the maximum plus the
allotted 20% overage rounds up to 16 spaces. Moreover, anything over the amount allowed in Table 4-
POST OFFICE BOX 1929 • FAIRHOPE, ALABAMA 36533
TELEPHONE (251) 928-3443
WWWJADENGINEERS.COM
Ms. Michelle Melton
September 11, 2024
Page2
3 needs to be pervious. Also, there are LID requirements for parking lots containing 12 or more
parking spaces. Article IV, Section 8(6).
Response: Please see Site Plan. We have reduced parking to 16 to conform to the
maximum allowable and the plans accomplish the LID requirements. We are
proposing the additional 3 spaces to be gravel.
4. Rework the delivery area because it seems excessive .
Response: The delivery ares has been reduced in the resubmitted plans.
5. On the Site Data Table please change "Parcel" to "Lot" regarding size since subject property is Lot 5.
Response: The Site Data Table has been updated on the Cover Sheet and Site Plan.
6. Signage: Please confirm with Christina LeJeune (christina.lejenue@farihopeal.gov or 251.990.0206)
the allowed signage. Typically, national chains desire more signage than is allowed.
Response: Ms. LeJeune confirmed in email correspondence dated 916/24 that the
initially proposed signage is compliant.
Respectfully,
Enclosure
TL\sr
FAIRHOPE, ALGRADE, DRAIN, BASE AND PAVEWATER DISTRIBUTIONSEWAGE COLLECTION SYSTEMBUSHEL DRSEPTEMBER 2024NO CONSTRUCTION AND/OR LAND DISTURBANCE, EXCEPT THOSE NECESSARY TO INSTALL THEBMP'S, SHALL BEGIN ON THIS PROJECT UNTIL THE BMP PLAN HAS BEEN INSTALLED ANDAPPROVED BY THE CITY/COUNTY.NOTE:ENCOUNTER DRIVE, BUSHEL DRIVE, & HIDDEN GLENPOSTED SPEED LIMITLIMIT30SPEED(R2-1)AL-181 & AL-104POSTED SPEED LIMITLIMIT55SPEEDC0C1C2C3C4C5C6-C8C9C10COVER SHEETEXISTING CONDITIONS/DEMOLITION PLANSITE PLANGEOMETRIC LAYOUT & UTILITY PLANGRADING & DRAINAGE PLANCIVIL CONSTRUCTION NOTESCIVIL CONSTRUCTION DETAILS (1-3)EROSION CONTROL PLANEROSION CONTROL DETAILSINDEX TO SHEETS:SHEET DESCRIPTIONA COMMERCIAL DEVELOPMENTENCOUNTER DEVELOPMENT, LLC3262 OLD SHELL ROAD (STE C-1)MOBILE, AL 36607SCOTT DELANEY251-599-3240PREPARED FOR:VICINITY MAPNOT TO SCALESITEUTILITY INFORMATIONCONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES"LINE SPOTTED" BY CALLING 1-800-292-8925 (ALABAMA ONE-CALL)OR BY CONTACTING LOCAL UTILITY COMPANIESWATER/GAS:FAIRHOPE PUBLIC UTILITIES555 S SECTION ST, FAIRHOPE, AL 36532DARYL MOREFIELD (WATER), WES BOYETT (GAS)(251) 928-2136SEWER:FAIRHOPE PUBLIC UTILITIES555 S SECTION ST, FAIRHOPE, AL 36532DARYL MOREFIELD(251) 928-2136BALDWIN COUNTY SEWER SERVICE14747 UNDERWOOD RD, SUMMERDALE, AL 36580ANGELA FOLEY(251) 971-3022ELECTRICAL:RIVIERA UTILITIES413 E LAUREL AVE, FOLEY, AL 36536SCOTT SLIGH(251) 943-5001TELEPHONE:AT&T - BELLSOUTH TELECOMMUNICATIONS, LLC2155 OLD SHELL RD, MOBILE, AL 36607WADE MITCHELL(251) 471-8361STATE OF ALABAMACOUNTY OF BALDWINCOMMENCING AT A CONCRETE MONUMENT AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OFTHE SOUTHWEST QUARTER OF SECTION 2, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY,ALABAMA; THENCE RUN NORTH 89°-54'-01" WEST A DISTANCE OF 1,190.55 FEET TO A CAPPED REBAR(WATTIER) ON THE EAST RIGHT-OF-WAY LINE OF STATE HIGHWAY NO. 181 (VARIABLE R/W); THENCE RUNSOUTH 00°-17'-39" WEST ALONG SAID EAST RIGHT-OF-WAY LINE A DISTANCE OF 265.31 FEET TO THEPOINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL; THENCE RUN SOUTH 89°-56'-17" EAST ADISTANCE OF 310.05 FEET; THENCE RUN SOUTHWARDLY ALONG THE ARC OF A CURVE TO THE LEFT(HAVING A DELTA OF 17°-01'-24", A RADIUS OF 325.00 FEET, A CHORD BEARING OF SOUTH 08°-38'-09"WEST, AND A CHORD LENGTH OF 96.21 FEET) AN ARC DISTANCE OF 96.56 FEET; THENCE RUN SOUTH00°-07'-27" WEST A DISTANCE OF 34.87 FEET; THENCE RUN NORTH 89°-56'-17" WEST A DISTANCE OF296.19 FEET TO THE EAST RIGHT-OF-WAY LINE OF SAID STATE HIGHWAY NO. 181; THENCE RUN NORTH00°-17'-39" EAST ALONG SAID EAST RIGHT-OF-WAY LINE A DISTANCE OF 130.00 FEET TO THE POINT OFBEGINNING. THE DESCRIBED PARCEL CONTAINS 0.89 ACRE, MORE OR LESS.LEGAL DESCRIPTION(LOT 5 - ENCOUNTER COMMERCIAL RETAIL CENTER SUBDIVISION):COVER SHEET
ENCOUNTER DEVELOPMENT, LLCJOB NO:SCALE:DATE:DRAFTER:SHEET:23-1875.20SEPT 2024CBE/TVML208 Greeno Rd. North, Ste. C
Fairhope, Alabama 36532
P.O. Box 1929
Fairhope, Alabama 36533
Phone: (251) 928-3443
jadengineers.com
(AL) CA-3157-E
APPR.DATEREVISIONNO.PRELIMINARY PLANS ONLYNOT FOR CONSTRUCTION8/19/24CITY SUBMITTAL
9/11/24CITY RESUBMITTAL
1.
2.N/AC0SITE DATA TABLESTATE OF ALABAMACOUNTY OF BALDWINCITY OF FAIRHOPELOT 5 - ENCOUNTER COMMERCIAL RETAIL CENTER SUBDIVISIONEX. TAX PARCEL ID:05-46-01-02-0-000-001.510LOT SIZE:APPROX. 0.894 ACRESEXISTING ZONING:B-2 GENERAL BUSINESS DISTRICTBUILDING SETBACKS:FRONT (HWY 181):125' HIGHWAY CONSTRUCTION SETBACKSIDE:N/AREAR:25'LANDSCAPE BUFFERS:FRONT:20' GREENSPACE BUFFERSIDE:10'REAR:20'GENERAL PARKING STANDARDS:VEHICLE PARKING REQUIRED:0-400 SF GFA = 4 SPACES+400-5000 SF GFA = 1 SPACE/400 SF400 SF GFA = 4 SPACES+3681 SF / 400 SF = 9.2 SPACES13.2 TOTAL SPACESVEHICLE PARKING ADDITION:13.2 SPACES * 20% = 2.64 → 15.84 TOTAL SPACESVEHICLE PARKING PROVIDED:16 SPACESPROPOSED BUILDING & AREA COVERAGE CALCULATIONS:BUILDING HEIGHT:25'-0"TOTAL GROSS FLOOR AREA:4,081 SF BUILDING COVERAGE:4,081 SF / 38,927 SF = ±10%IMPERVIOUS AREA:18,144 SF = ±47% (EXCLUDING BUILDING)GREEN SPACE:16,702 SF = ±43%
TO BE REMOVEDTO BE REMOVED LEGEND BENCHMARKCONCRETE MONUMENT FOUNDCAPPED ROD FOUNDCAPPED ROD SETR.O.W.OHEWWSSFMSSFMGGUGEUGERIGHT-OF-WAYCENTERLINEPROPERTY LINE (ADJACENT)EXIST. EASEMENT LINEEXIST. OVERHEAD UTILITY AND UTILITY POLEEXIST. GUY WIRE AND UTILITY POLEGUYEXIST. WATER LINEEXIST. SANITARY SEWER FORCE MAINEXIST. GAS LINEEXIST. UNDERGROUND CABLE LINEEXIST. UNDERGROUND ELECTRIC LINEEXIST. PIPEGEXIST. POWER POLEEXIST. ELECTRICAL METEREXIST. ELECTRICAL BOXEXIST. WATER METEREXIST. WATER VALVEEXIST. FIRE HYDRANTEXIST. SANITARY SEWER SERVICEEXIST. SANITARY SEWER MANHOLEEXIST. GAS VALVEEXIST. GAS LINE METEREXIST. GAS LINE MARKEREXIST. GAS LINE VENTEXIST. COMMUNICATIONS VAULTEXIST. COMMUNICATIONS MARKEREXIST. STORM SEWER MANHOLEEXIST. ASPHALT PAVINGEXIST. CONCRETEEXIST. GRAVELEXIST. 1 FOOT CONTOUREXIST. 5 FOOT CONTOUREXIST. GRADE SPOT ELEVATIONWEXIST. PROPERTY LINESGCcECENTERLINETO BE REMOVEDOHE OHEGG G G G G G G G G G G G G G G G G G G G G G G G G G G G GOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEGOHEOHEOHEOHEOHE
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LOT 1216.045 ACLOT 41.529 AC±225'x296'LOT 61.981 AC±260'x298'25' BSL 20' PUEREQD., SAWCUT AND REMOVE APPROX. 103 LF EX. CONCRETE SIDEWALKREQD., SAWCUT AND REMOVE APPROX. 97 LF EX. 6" CURBENCOUNTER LOT 5±0.894 AC.10' LANDSCAPE BUFFEREXISTING CONDITIONS/DEMOLITION PLAN
ENCOUNTER DEVELOPMENT, LLCJOB NO:SCALE:DATE:DRAFTER:SHEET:23-1875.20SEPT 2024CBE/TVML208 Greeno Rd. North, Ste. C
Fairhope, Alabama 36532
P.O. Box 1929
Fairhope, Alabama 36533
Phone: (251) 928-3443
jadengineers.com
(AL) CA-3157-E
APPR.DATEREVISIONNO.PRELIMINARY PLANS ONLYNOT FOR CONSTRUCTION8/19/24CITY SUBMITTAL
9/11/24CITY RESUBMITTAL
1.
2.( IN FEET )01 inch = ft.GRAPHIC SCALE2020201. ALL NEW WORK SHOWN IN THESE PLANS SHALL COMPLY WITHAPPLICABLE STATE, FEDERAL AND LOCAL BUILDING AND UTILITYINSTALLATION CODES.2. NO WORK SHALL COMMENCE, INCLUDING DEMOLITION, UNTIL ALLAPPLICABLE EROSION CONTROL MEASURES HAVE BEEN INSTALLED,INSPECTED BY THE PROJECT ENGINEER, AND APPROVED.3. EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO ANYCLEARING OR EARTHWORK OPERATIONS AND SHALL BE MAINTAINEDTHROUGHOUT CONSTRUCTION AND UNTIL PERMANENT GROUNDCOVER IS ESTABLISHED IN ALL DISTURBED AREAS.NOTES:EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON AVAILABLEINFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZEAND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BENOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND.EXISTING UTILITIES DISCLAIMER:1. ALL DEMOLITION TO BE DISPOSED OF IN ACCORDANCEWITH ALL LOCAL, STATE, AND FEDERAL LAWS ANDREGULATIONS.2. CLEAR AND GRUB ALL AREAS WITHIN POND AND ROADWAYFOOTPRINTS.DEMOLITION NOTE:SURVEY PROVIDED BY:ACCORDING TO THE FEDERAL INSURANCE ADMINISTRATION FLOODHAZARD BOUNDARY MAP NO. 01003C0661 M, DATED APRIL 19, 2019, THEABOVE DESCRIBED PROPERTY IS LOCATED IN FLOOD HAZARD AREAS"X-UNSHADED" AS DETERMINED BY GRAPHIC SCALING.FLOOD ZONE NOTE:1" = 20'UTILITY INFORMATIONCONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES"LINE SPOTTED" BY CALLING 1-800-292-8925 (ALABAMA ONE-CALL)OR BY CONTACTING LOCAL UTILITY COMPANIESWATER/GAS:FAIRHOPE PUBLIC UTILITIES555 S SECTION ST, FAIRHOPE, AL 36532DARYL MOREFIELD (WATER), WES BOYETT (GAS)(251) 928-2136SEWER:FAIRHOPE PUBLIC UTILITIES555 S SECTION ST, FAIRHOPE, AL 36532DARYL MOREFIELD(251) 928-2136BALDWIN COUNTY SEWER SERVICE14747 UNDERWOOD RD, SUMMERDALE, AL 36580ANGELA FOLEY(251) 971-3022ELECTRICAL:RIVIERA UTILITIES413 E LAUREL AVE, FOLEY, AL 36536SCOTT SLIGH(251) 943-5001TELEPHONE:AT&T - BELLSOUTH TELECOMMUNICATIONS, LLC2155 OLD SHELL RD, MOBILE, AL 36607WADE MITCHELL(251) 471-8361C1CURVEDELTA ANGLERADIUSARC LENGTHCHORD BEARINGCHORD LENGTHC2917°01'24"325.00'96.56'N08°38'09"E96.21'
OHE OHEGG G G G G G G G G G G G G G G G G G G G G G G G G G G G GOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEGOHEOHEOHEOHEOHE
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LOT 1216.045 ACLOT 41.529 AC±225'x296'LOT 61.981 AC±260'x298'25' BSL 20' PUE±4,081 SFBUILDINGF.F.E. 115.50ENCOUNTER LOT 5±0.894 AC.10' LANDSCAPE BUFFERDUMPSTER ENCLOSUREPROPOSED SIGNMAINENTRANCERECEIVING DOORSREQD. 12" PAINTED YELLOW STRIPINGREQD. 4" PAINTED BLUE STRIPINGREQD. 12" PAINTED BLUE STRIPINGREQD. 4" PAINTED WHITE STRIPINGREQD. 24" CURB & GUTTERREQD. 24" CURB & GUTTERREQD. FULL ACCESS DRIVEWAY (W/ BROOM FINISH CONCRETE APRON)REQD. 24" CURB & GUTTER
REQD. 2' WIDE PAINTEDYELLOW STRIPINGREQD. 5' WIDE CONCRETE SIDEWALKREQD. 5' WIDE CONCRETE SIDEWALKREQD. 2' WIDE PAINTED WHITE STRIPINGREQD. 6' H/C RAMP W/ ADA SURFACEREQD. 5' WIDE CONCRETE SIDEWALKREQD. CONCRETE WHEEL STOPSREQD. 24" WHITE THERMOPLASTIC STOP BAR36" R1-1 "STOP" SIGNREQD. ADA PARKING SIGN ON BUILDINGREQD. 6' H/C RAMP W/ ADA SURFACENOTE: STRIPING SHOWN ON PROPOSEDGRAVEL AREA FOR REFERENCE ONLY
WB-67 - Interstate Semi-TrailerREQD. (6) EA BOLLARDS (TYP) LEGEND BENCHMARKCONCRETE MONUMENT FOUNDCAPPED ROD FOUNDCAPPED ROD SETR.O.W.OHEWSSGASUGEUGERIGHT-OF-WAYCENTERLINECENTERLINEPROPOSED PROPERTY LINEEXIST. OVERHEAD UTILITY AND UTILITY POLEEXIST. GUY WIRE AND UTILITY POLEGUYEXIST. WATER LINEEXIST. SANITARY SEWER LINEEXIST. GAS LINEEXIST. UNDER GROUND CABLE LINEEXIST. PIPEPROPOSED EASEMENT LINEPROPOSED SETBACK LINEPROPOSED 24" CONCRETE CURB & GUTTERGEXIST. POWER POLEEXIST. LIGHT POLEEXIST. ELECTRICAL BOXEXIST. WATER METEREXIST. WATER VALVEEXIST. FIRE HYDRANTEXIST. SANITARY SEWER MANHOLEEXIST. GAS VALVEEXIST. GAS LINE METEREXIST. ASPHALT PAVINGEXIST. CONCRETEPROPOSED GRAVELPROPOSED STANDARD DUTY ASPHALTPROPOSED MEDIUM DUTY ASPHALTPROPOSED LIGHT DUTYCONCRETE (BROOM FINISH)PROPOSED HEAVY DUTYCONCRETE (BROOM FINISH)WEXIST. UNDERGROUND ELECTRIC LINEEXIST. ELECTRICAL METEREXIST. SANITARY SEWER SERVICEEXIST. GAS LINE MARKEREXIST. GAS LINE VENTEXIST. COMMUNICATIONS VAULTEXIST. COMMUNICATIONS MARKEREXIST. STORM SEWER MANHOLESGCcESITE PLAN
ENCOUNTER DEVELOPMENT, LLCJOB NO:SCALE:DATE:DRAFTER:SHEET:23-1875.20SEPT 2024CBE/TVML208 Greeno Rd. North, Ste. C
Fairhope, Alabama 36532
P.O. Box 1929
Fairhope, Alabama 36533
Phone: (251) 928-3443
jadengineers.com
(AL) CA-3157-E
APPR.DATEREVISIONNO.PRELIMINARY PLANS ONLYNOT FOR CONSTRUCTION8/19/24CITY SUBMITTAL
9/11/24CITY RESUBMITTAL
1.
2.1" = 20'PROPOSED JOINT LAYOUT:PARKING STRIPING NOTE:PARKING STRIPES ON CONCRETE SHOULD ALWAYS BE YELLOW AND PARKINGSTRIPES ON ASPHALT SHOULD ALWAYS BE WHITE UNLESS OTHERWISESPECIFIED IN THE CONSTRUCTION DOCUMENTS.NOTES TO CONTRACTOR:1. EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE BUILDING INDICATED INTHESE DRAWINGS MATCHES THE ARCHITECTS LATEST BUILDING AND FOUNDATIONPLAN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THEAGREEMENT BETWEEN THE BUILDING FOOT PRINT SHOWN IN THESE PLANS AND THEARCHITECTS BUILDING FOOTPRINT AND FOUNDATION PLANS. THE CONTRACTORSHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES ANDINFRASTRUCTURES ON THE SITE ( I.E. PONDS, INLETS, ETC.).3. CONTRACTOR TO VIDEO ALL EXISTING SEWER AND DRAIN LINES TO ENSURE THEYARE CLEAR AND IN PROPER WORKING ORDER. PROVIDE VIDEO TO THE OWNER.4. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR SHALL VIDEOTHE SYSTEM AND SUBMIT VIDEO TO THE OWNER FOR REVIEW.5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION OFTHE PROJECT.6. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITHGEOTECHNICAL RECOMMENDATIONS.7. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BECOORDINATED WITH ARCHITECTURAL PLANS AND LOCAL UTILITY PROVIDERS.PROPOSED CONTRACTION JOINTPROPOSED EXPANSION JOINT( IN FEET )01 inch = ft.GRAPHIC SCALE202020C2SITE DATA TABLESTATE OF ALABAMACOUNTY OF BALDWINCITY OF FAIRHOPELOT 5 - ENCOUNTER COMMERCIAL RETAIL CENTER SUBDIVISIONEX. TAX PARCEL ID:05-46-01-02-0-000-001.510LOT SIZE:APPROX. 0.894 ACRESEXISTING ZONING:B-2 GENERAL BUSINESS DISTRICTBUILDING SETBACKS:FRONT (HWY 181):125' HIGHWAY CONSTRUCTION SETBACKSIDE:N/AREAR:25'LANDSCAPE BUFFERS:FRONT:20' GREENSPACE BUFFERSIDE:10'REAR:20'GENERAL PARKING STANDARDS:VEHICLE PARKING REQUIRED:0-400 SF GFA = 4 SPACES+400-5000 SF GFA = 1 SPACE/400 SF400 SF GFA = 4 SPACES+3681 SF / 400 SF = 9.2 SPACES13.2 TOTAL SPACESVEHICLE PARKING ADDITION:13.2 SPACES * 20% = 2.64 → 15.84 TOTAL SPACESVEHICLE PARKING PROVIDED:16 SPACESPROPOSED BUILDING & AREA COVERAGE CALCULATIONS:BUILDING HEIGHT:25'-0"TOTAL GROSS FLOOR AREA:4,081 SF BUILDING COVERAGE:4,081 SF / 38,927 SF = ±10%IMPERVIOUS AREA:18,144 SF = ±47% (EXCLUDING BUILDING)GREEN SPACE:16,702 SF = ±43%Steering AngleLock to Lock TimeArticulating AngleWB-67Trailer TrackTractor TrackTrailer WidthTractor Width19.504.00feet8.508.50:8.008.00:::0.003.0045.5015.0053.00::: 6.028.475.0
OHE OHEGG G G G G G G G G G G G G G G G G G G G G G G G G G G G GOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEGOHEOHEOHEOHEOHE
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LOT 1216.045 ACLOT 41.529 AC±225'x296'LOT 61.981 AC±260'x298'25' BSL 20' PUE±4,081 SFBUILDINGF.F.E. 115.50REQD., 115 LF 4" SDR 26 PVC @ 1.00% MIN.REQD., CONNECT TO EX. 2" WATER SERVICE W/ 1" WATER METERSEE IRRIGATION PLAN FOR IRRIGATION SUBMETER SIZING(COORD. W/ LOCAL UTILITY)REQD., 4" SANITARY CLEANOUTREQD., CONNECT TO EXIST. 6" SANITARY CLEANOUTREQD., IRRIGATION B.F.P.(SEE LANDSCAPE PLANS FOR SIZE)REQD., 1" DOMESTIC B.F.P.REQD., APPROX. 166 LF 1" PVC WATER SERVICEREQD., 28 LF 4" SDR 26 PVC @ 1.00% MIN.REQD., 4" SANITARY CLEANOUTREQD., CONTRACTOR TOSTUB OUT UTILITIES TOWITHIN 5' OF BLDG(COORDINATE W/ MEP)ENCOUNTER LOT 5±0.894 AC.10' LANDSCAPE BUFFERREQD., 11 LF 4" SDR 26 PVC @ 1.00% MIN. LEGEND BENCHMARKCONCRETE MONUMENT FOUNDCAPPED ROD FOUNDCAPPED ROD SETR.O.W.OHEWSSGASUGEUGERIGHT-OF-WAYCENTERLINECENTERLINEPROPOSED PROPERTY LINEEXIST. OVERHEAD UTILITY AND UTILITY POLEEXIST. GUY WIRE AND UTILITY POLEGUYEXIST. WATER LINEEXIST. SANITARY SEWER LINEEXIST. GAS LINEEXIST. UNDER GROUND CABLE LINEEXIST. PIPEPROPOSED EASEMENT LINEPROPOSED SETBACK LINEPROPOSED 24" CONCRETE CURB & GUTTERGEXIST. POWER POLEEXIST. LIGHT POLEEXIST. ELECTRICAL BOXEXIST. WATER METEREXIST. WATER VALVEEXIST. FIRE HYDRANTEXIST. SANITARY SEWER MANHOLEEXIST. GAS VALVEEXIST. GAS LINE METEREXIST. ASPHALT PAVINGEXIST. CONCRETEPROPOSED GRAVELPROPOSED STANDARD DUTY ASPHALTPROPOSED MEDIUM DUTY ASPHALTPROPOSED LIGHT DUTYCONCRETE (BROOM FINISH)PROPOSED HEAVY DUTYCONCRETE (BROOM FINISH)WEXIST. UNDERGROUND ELECTRIC LINEEXIST. ELECTRICAL METEREXIST. SANITARY SEWER SERVICEEXIST. GAS LINE MARKEREXIST. GAS LINE VENTEXIST. COMMUNICATIONS VAULTEXIST. COMMUNICATIONS MARKEREXIST. STORM SEWER MANHOLESGCcEGEOMETRIC LAYOUT & UTILITY PLAN
ENCOUNTER DEVELOPMENT, LLCJOB NO:SCALE:DATE:DRAFTER:SHEET:23-1875.20SEPT 2024CBE/TVML208 Greeno Rd. North, Ste. C
Fairhope, Alabama 36532
P.O. Box 1929
Fairhope, Alabama 36533
Phone: (251) 928-3443
jadengineers.com
(AL) CA-3157-E
APPR.DATEREVISIONNO.PRELIMINARY PLANS ONLYNOT FOR CONSTRUCTION8/19/24CITY SUBMITTAL
9/11/24CITY RESUBMITTAL
1.
2.1" = 20'EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON AVAILABLEINFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZEAND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BENOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND.EXISTING UTILITIES DISCLAIMER:UTILITY INFORMATIONCONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES"LINE SPOTTED" BY CALLING 1-800-292-8925 (ALABAMA ONE-CALL)OR BY CONTACTING LOCAL UTILITY COMPANIESWATER/GAS:FAIRHOPE PUBLIC UTILITIES555 S SECTION ST, FAIRHOPE, AL 36532DARYL MOREFIELD (WATER), WES BOYETT (GAS)(251) 928-2136SEWER:FAIRHOPE PUBLIC UTILITIES555 S SECTION ST, FAIRHOPE, AL 36532DARYL MOREFIELD(251) 928-2136BALDWIN COUNTY SEWER SERVICE14747 UNDERWOOD RD, SUMMERDALE, AL 36580ANGELA FOLEY(251) 971-3022ELECTRICAL:RIVIERA UTILITIES413 E LAUREL AVE, FOLEY, AL 36536SCOTT SLIGH(251) 943-5001TELEPHONE:AT&T - BELLSOUTH TELECOMMUNICATIONS, LLC2155 OLD SHELL RD, MOBILE, AL 36607WADE MITCHELL(251) 471-8361DIMENSION NOTE:DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.UTILITY NOTE:CONTRACTOR TO STUB OUT UTILITIES TO WITHIN 5' OF BUILDING.COORDINATE WITH PLUMBING PLANS FOR CONNECTION.PROPOSED JOINT LAYOUT:PROPOSED CONTRACTION/SAWCUT JOINTPROPOSED EXPANSION JOINTNOTES TO CONTRACTOR:1. EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE BUILDING INDICATED INTHESE DRAWINGS MATCHES THE ARCHITECTS LATEST BUILDING AND FOUNDATIONPLAN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THEAGREEMENT BETWEEN THE BUILDING FOOT PRINT SHOWN IN THESE PLANS AND THEARCHITECTS BUILDING FOOTPRINT AND FOUNDATION PLANS. THE CONTRACTORSHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES ANDINFRASTRUCTURES ON THE SITE ( I.E. PONDS, INLETS, ETC.).3. CONTRACTOR TO VIDEO ALL EXISTING SEWER AND DRAIN LINES TO ENSURE THEYARE CLEAR AND IN PROPER WORKING ORDER. PROVIDE VIDEO TO THE OWNER.4. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR SHALL VIDEOTHE SYSTEM AND SUBMIT VIDEO TO THE OWNER FOR REVIEW.5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION OFTHE PROJECT.6. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITHGEOTECHNICAL RECOMMENDATIONS.7. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BECOORDINATED WITH ARCHITECTURAL PLANS AND LOCAL UTILITY PROVIDERS.( IN FEET )01 inch = ft.GRAPHIC SCALE202020SURVEY PROVIDED BY:C3CURVEDELTA ANGLERADIUSARC LENGTHCHORD BEARINGCHORD LENGTHC2917°01'24"325.00'96.56'N08°38'09"E96.21'
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25' BSL 20' PUE±4,081 SFBUILDINGF.F.E. 115.50114114114
114114113112
113 115114.50 T.O.C.114.00114.75 T.O.C.114.25115.05 T.O.C.114.55115.00 T.O.C.114.50114.65 T.O.C.114.15115.15 T.O.C.114.65114.50114.85 T.O.C.114.35114.95114.65113.50 T.O.C.113.00113.70 T.O.C.113.20113.50114.25115.00114.65 T.O.C.114.15115.05115.35114.15 T.O.C.113.65114.30 T.O.C.113.80114.70114.80 T.O.C.114.30114.75113.60 T.O.C.113.10113.00113.25113.15 T.O.C.112.65113.65 T.O.C.113.15113.85 T.O.C.111.35115.45115.50115.45
115.40 T.O.C.114.90112.30112.85 T.O.C.112.35111.30111.50115.50115.20 T.O.C.114.70115.45 T.O.C.114.95112.50112.50111.55111.95111.90115.00115.50CB-3REQD., NEENAH CURB INLET MODEL R-3067-CRIM ELEV = 113.50(S)18" RCP INV (IN): 107.24(SE)18" RCP INV (IN): 107.42(E)18" RCP INV (OUT): 107.17CB-1REQD., NEENAH CURB INLET MODEL R-3067-CRIM ELEV = 113.00(E)18" RCP INV (OUT): 109.36CB-2REQD., ALDOT TYPE S1 CURB INLET (1-WING)THROAT ELEV = 113.10(W)18" RCP INV (IN): 107.55(NW) 8" HDPE ROOF DRAIN INV (IN): 108.00(N)18" RCP INV (OUT): 107.55OS-1REQD., 24" DOME GRATERIM ELEV = 112.50(W)18" RCP INV (IN): 107.08(E)18" RCP INV (OUT): 107.01CB-4REQD., ALDOT TYPE S1 CURB INLET (1-WING)THROAT ELEV = 112.00(NW)18" RCP INV (OUT): 108.00REQD., 181LF 18" RCP @ 1.00%REQD., 62LF 18" RCP @ 0.50%REQD., 63LF 18" RCP @ 0.15%REQD., 23LF 18" RCP @ 0.25%REQD., 77LF 18" RCP @ 0.75%REQD., 64 LF 8" HDPEROOF DRAIN @ 2.00%REQD., 8" CLEANOUTINV. 110.20REQD., (TYP) CONNECT ALLDOWNSPOUTS TO ROOF DRAIN(SEE DETAIL C8)REQD., 8" CLEANOUTINV. 108.92REQD., 46 LF 8" HDPEROOF DRAIN @ 2.00%REQD., CORE DRILL AND CONNECT TO EX. INLET(W) 18" RCP INV (IN): 106.95ENCOUNTER LOT 5±0.894 AC.1
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11211310' LANDSCAPE BUFFER115.45114.90 T.O.C.114.40114.95 T.O.C.114.45114.70114.75 T.O.C.114.25114.70 T.O.C.114.20114.50 T.O.C.114.00114.00 T.O.C.113.501 1 4
115114.70 T.O.C.114.20114.55 T.O.C.114.05114.35 T.O.C.113.85114114113.80 T.O.C.113.30113.45114.30 T.O.C.113.80114.30114.25
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LEGEND BENCHMARKCONCRETE MONUMENT FOUNDCAPPED ROD FOUNDCAPPED ROD SET160.50 T.O.C.160.00R.O.W.OHEWSSGASUGEUGERIGHT-OF-WAYCENTERLINECENTERLINEPROPOSED PROPERTY LINEEXIST. OVERHEAD UTILITY AND UTILITY POLEEXIST. GUY WIRE AND UTILITY POLEGUYEXIST. WATER LINEEXIST. SANITARY SEWER LINEEXIST. GAS LINEEXIST. UNDER GROUND CABLE LINEEXIST. PIPEPROPOSED EASEMENT LINEPROPOSED SETBACK LINEPROPOSED 24" CONCRETE CURB & GUTTERGEXIST. POWER POLEEXIST. LIGHT POLEEXIST. ELECTRICAL BOXEXIST. WATER METEREXIST. WATER VALVEEXIST. FIRE HYDRANTEXIST. SANITARY SEWER MANHOLEEXIST. GAS VALVEEXIST. GAS LINE METEREXIST. ASPHALT PAVINGEXIST. CONCRETEPROPOSED GRAVELPROPOSED STANDARD DUTY ASPHALTPROPOSED MEDIUM DUTY ASPHALTPROPOSED LIGHT DUTYCONCRETE (BROOM FINISH)PROPOSED HEAVY DUTYCONCRETE (BROOM FINISH)EXIST. 1 FOOT CONTOUREXIST. 5 FOOT CONTOUREXIST. GRADE SPOT ELEVATIONPROPOSED 1 FOOT CONTOURPROPOSED 5 FOOT CONTOURFINISHED GRADE ELEVATION (TOP OF CURB)FINISHED GRADE ELEVATIONDRAINAGE DIRECTIONWEXIST. UNDERGROUND ELECTRIC LINEEXIST. ELECTRICAL METEREXIST. SANITARY SEWER SERVICEEXIST. GAS LINE MARKEREXIST. GAS LINE VENTEXIST. COMMUNICATIONS VAULTEXIST. COMMUNICATIONS MARKEREXIST. STORM SEWER MANHOLESGCcEGRADING & DRAINAGE PLAN
ENCOUNTER DEVELOPMENT, LLCJOB NO:SCALE:DATE:DRAFTER:SHEET:23-1875.20SEPT 2024CBE/TVML208 Greeno Rd. North, Ste. C
Fairhope, Alabama 36532
P.O. Box 1929
Fairhope, Alabama 36533
Phone: (251) 928-3443
jadengineers.com
(AL) CA-3157-E
APPR.DATEREVISIONNO.PRELIMINARY PLANS ONLYNOT FOR CONSTRUCTION8/19/24CITY SUBMITTAL
9/11/24CITY RESUBMITTAL
1.
2.1" = 20'NOTES TO CONTRACTOR:DRAINAGE NOTE:1. FOR ALL CURB INLETS, THE THROAT ELEVATION CALLED OUT ON THEPLANS IS THE ACTUAL GUTTER FLOW LINE ELEVATION.2. MANHOLE STEPS SHALL BE PROVIDED FOR ALL STRUCTURES OVER 4'DEEP. STEPS MUST BE EASILY ACCESSIBLE FROM MANHOLE ACCESS.3. CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY OF ALL STORMNETWORK STRUCTURE ELEVATIONS AND PIPE INVERTS.( IN FEET )01 inch = ft.GRAPHIC SCALE202020SURVEY PROVIDED BY:1. EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE BUILDING INDICATED IN THESE DRAWINGSMATCHES THE ARCHITECTS LATEST BUILDING AND FOUNDATION PLAN. IT SHALL BE THECONTRACTORS RESPONSIBILITY TO CONFIRM THE AGREEMENT BETWEEN THE BUILDING FOOT PRINTSHOWN IN THESE PLANS AND THE ARCHITECTS BUILDING FOOTPRINT AND FOUNDATION PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES AND INFRASTRUCTURESON THE SITE ( I.E. PONDS, INLETS, ETC.).3. CONTRACTOR TO VIDEO ALL EXISTING SEWER AND DRAIN LINES TO ENSURE THEY ARE CLEARAND IN PROPER WORKING ORDER. PROVIDE VIDEO TO THE OWNER.4. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR SHALL VIDEO THE SYSTEMAND SUBMIT VIDEO TO THE OWNER FOR REVIEW.5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT.6. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH GEOTECHNICALRECOMMENDATIONS.7. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BE COORDINATED WITHARCHITECTURAL PLANS AND LOCAL UTILITY PROVIDERS.C4FOUNDATION FOOTING NOTE:CONTRACTOR TO REVIEW SPOT ELEVATIONS IMMEDIATELY SURROUNDINGBUILDING AT THE TIME OF FOOTING PREPARATION. CONTRACTOR TOENSURE STRUCTURAL DETAILS MATCH CIVIL DESIGN AND ACCOUNT FORELEVATIONS TO ENSURE NO CONFLICT WITH FOOTING DEPTHS.CONTRACTOR TO INFORM ENGINEERS AND OWNER OF ANY DISCREPANCIESIMMEDIATELY UPON DISCOVERY AND ENSURE RESOLUTION BEFORESCHEDULING FOOTINGS TO BE POURED.
1. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE, LOCAL AND FEDERALLAWS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL OF THESE LAWS ANDREGULATIONS HAVE BEEN MET.2. THE CONTRACTOR SHALL NOTIFY JADE CONSULTING'S RESPECTIVE TESTING COMPANY AND ANYLOCAL JURISDICTIONAL INSPECTOR FOR APPROVAL 48 HOURS BEFORE THE BEGINNING OF ANYSUBSEQUENT PHASE OF CONSTRUCTION.3. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY DISCREPANCIES ORERRORS DISCOVERED IN THE PLANS.4. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE ONE-CALL LINE LOCATE CENTER FORTHE MARKING OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLRENEW CONFORMATION NUMBERS AS OFTEN AS REQUIRED DURING THE DURATION OF THEPROJECT. THE CURRENT CONFIRMATION NUMBER SHALL BE ON PROJECT SITES AT ALL TIMES.5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ANY AND ALLEXISTING UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS ARE NECESSARY TOPROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS DILIGENTLY ATTEMPTED TO LOCATE ANDINDICATE ALL EXISTING FACILITIES ON THESE PLANS. HOWEVER, THIS INFORMATION IS SHOWNFOR THE CONTRACTORS CONVENIENCE ONLY. THE ENGINEER ASSUMES NO RESPONSIBILITY FORTHE LOCATION OF UTILITIES SHOWN OR NOT SHOWN. THE CONTRACTOR IS TO CONTACT THEUTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTINGCONSTRUCTION. ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR SHALL BE THESOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING INFRASTRUCTURE.7. ALL WATER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATESTEDITION OF THE "STANDARDS AND SPECIFICATIONS" OF FAIRHOPE PUBLIC UTILITIES.8. ALL SEWER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATESTEDITION OF THE "STANDARDS AND SPECIFICATIONS" OF FAIRHOPE PUBLIC UTILITIES.9. ALL MANHOLES WITHIN THE 100 YEAR FLOOD PLAIN SHALL BE CONSTRUCTED THREE (3) FEETABOVE GRADE.10. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY MEASURES TO ENSURE THAT THE PROJECT ISOSHA COMPLIANT.11. THE CONTRACTOR SHALL EXPLORE EXISTING STRUCTURES, UTILITIES AND PIPING SO THAT ANYREQUIRED ADJUSTMENT MAY BE MADE.12. ANY EXCESS MATERIAL FROM CONSTRUCTION ACTIVITIES SHALL BE LEGALLY DISPOSED OF BYTHE CONTRACTOR AT HIS EXPENSE.13. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION AND INVERTS OF ALLUTILITIES PRIOR TO COMMENCEMENT OF ANY WORK ITEM. THE PROJECT ENGINEER SHALL BENOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.14. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH ALL RESPECTIVE UTILITYPROVIDERS AND AUTHORITIES. PROPER NOTICE SHALL BE GIVEN PRIOR TO ANY WORK STARTING.15. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BEDDING AND HAUNCHING FOR ALLIMPROVEMENTS.16. CONTRACTOR SHALL REPLACE ANY FAULTY OR IMPROPERLY INSTALLED IMPROVEMENTS AT THEIREXPENSE.17. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR REGISTERED IN THE STATE OF ALABAMA TORESET ANY PROPERTY MARKERS DAMAGED DURING CONSTRUCTION AT THEIR EXPENSE.18. ALL PRESSURE PIPE FITTINGS, WATER AND SEWER SHALL BE DUCTILE IRON.19. CONTRACTOR SHALL NOT DEVIATE FROM PLANS WITHOUT PROPER CONSENT.20. NO SEPARATE PAY ITEM FOR REMOVAL OF ASPHALT, CONCRETE, PIPE, INLETS, ETC. WORK TO BECONSIDERED A SUBSIDIARY ITEM OF CLEARING AND GRUBBING.21. CONTRACTOR SHALL STRICTLY FOLLOW THE LOCAL AUTHORITIES AND/OR GEOTECHNICALREPORTS FOR ALL GRADING, BACKFILLING, AND PAVING REQUIREMENTS. ALL RESPECTIVE TASKSSHALL BE APPROVED BY RESPONSIBLE INSPECTOR PRIOR TO ACCEPTANCE.22. THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED ATALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO,REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEENDAMAGED, REMOVED OR REGRADED AS REQUIRED BY THE ENGINEER.23. ALL GRAVITY PIPES SHALL BE LAID ON SMOOTH CONTINUOUS GRADES WITH NO DETECTABLEBENDS AT JOINTS.24. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE A NEENAH CAST IRON FRAME AND COVER,OR APPROVED EQUAL, FOR ACCESS.25. SOIL TESTING AND ON-SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TOTHE CONTRACTOR, THE OWNER AND THE OWNER'S REPRESENTATIVE AND SHALL PROMPTLYNOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR SHOULD WORK PERFORMEDBY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDEADEQUATE NOTICE TO SOILS ENGINEER FOR THE REQUIRED TESTING OF THE PROJECT.26. THE CONTRACTOR SHALL PROVIDE ANY EXCAVATION AND MATERIAL SAMPLES NECESSARY TOCONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTINGSHALL BE THE CONTRACTORS RESPONSIBILITY.SITE NOTES:PROJECT NOTES:1. ALL TRAFFIC CONTROL SHALL COMPLY WITH THE LATEST EDITION OF THE MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (MUTCD).2. ALL TRAFFIC PLANS SHALL BE COORDINATED WITH THE CITY OF FAIRHOPE PUBLIC WORKSDEPARTMENT AND ALDOT.3. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROLMETHODS MAY BE NECESSARY AS PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,PART IV. THESE DEVICES SHALL BE PROVIDED AND MAINTAINED THROUGHOUTCONSTRUCTION. NO SEPARATE PAYMENT WILL BE MADE FOR TRAFFIC CONTROLREQUIREMENTS.4. ALL TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH PART VI OF THE MUTCD LATESTEDITION.TRAFFIC CONTROL NOTES:1. ALL EROSION CONTROL PROCEDURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE"ALABAMA HANDBOOK FOR EROSION CONTROL AND STORMWATER MANAGEMENT ON CONSTRUCTIONSITES AND URBAN AREAS".2. ALL BEST MANAGEMENT PRACTICES (BMP) PROCEDURES SHALL BE IN PLACE AND INSPECTED PRIOR TO ANYLAND DISTURBING ACTIVITY.3. ALL DISTURBED AREAS SHALL BE TEMPORARILY GRASSED AND MULCHED IF THEY WILL BE LEFTUNATTENDED FOR 13 DAYS.4. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE PROJECT ENGINEER AND/OR LOCALJURISDICTIONAL INSPECTOR.5. CONSTRUCTION ENTRANCE/EXIT PADS SHALL BE INSTALLED BY THE CONTRACTOR AT CONSTRUCTIONACCESS POINTS PRIOR TO LAND DISTURBANCE AND SHALL BE MAINTAINED THROUGHOUT THE PROJECT.(NO DIRECT PAYMENT)6. THE APPROVED BEST MANAGEMENT PRACTICES PLAN SHALL BE PRESENT ON THE SITE WHENEVER LANDDISTURBING ACTIVITY HAS BEGUN.7. SILT FENCE AND/OR EROSION CONTROL NETTING SHALL BE PLACED ALONG THE DOWNSTREAM SIDE OFALL PROPOSED FILL CONSTRUCTION.8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGEPATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION.9. WHEN REQUIRED CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACHWORKING DAY AND RAIN EVENT TO ENSURE MEASURES ARE FUNCTIONING PROPERLY. CONTRACTOR SHALLPROPERLY MAINTAIN ALL BMP'S IN ACCORDANCE WITH THE "HANDBOOK".10. CONTRACTOR SHALL IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED OR IMPROPERLY FUNCTIONINGBMP.11. ANY SILT IN THE DETENTION POND SHALL BE REMOVED AS DIRECTED BY THE PROJECT ENGINEER ORLOCAL AUTHORITY. THE DETENTION POND SHALL ALSO BE REGRADED TO FINAL DESIGN PRIOR TO FINALACCEPTANCE OF PROJECT. THERE IS NO DIRECT PAYMENT FOR THIS ACTIVITY.12. ALL DISTURBED AREAS MUST BE PERMANENTLY STABILIZED IN ACCORDANCE WITH THE HANDBOOK PRIORTO FINAL ACCEPTANCE.13. CONTRACTOR SHALL ROUTINELY CLEAN OUT ANY SILT ACCUMULATION FROM THE PROJECTS DRAINAGESTRUCTURES AS REQUIRED BY PROJECT ENGINEER AND/OR LOCAL AUTHORITY.14. CONTRACTOR IS SOLELY RESPONSIBLE FOR SEDIMENT CONTROL AND STORMWATER MANAGEMENT FORPROJECT. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER IMMEDIATELY OF ANY FAILING BMP.SEDIMENT CONTROL & STORMWATER MANAGEMENT NOTES:PHASE ONE·INSTALL CONSTRUCTION ENTRANCE/EXIT·CLEAR AREA REQUIRED FOR SILT FENCE PLACEMENT·INSTALL SILT FENCE (SBA)PHASE TWO·WATTLES, INLET, AND OUTLET PROTECTION TO BE INSTALLEDPHASE THREE·DEMOLITION AND REMOVAL OF DEMO DEBRIS·CLEAR/GRUB REMAINING SITE AREASPHASE FOUR·INSTALL STORM DRAINAGE MEASURES·GRADE SITE TO ROUGH GRADESPHASE FIVE·CONSTRUCT UTILITIES (WATER, SEWER)·BUILDING CONSTRUCTION BEGINSPHASE SIX·CONSTRUCT ROADS (PAVING, CURB AND GUTTER, SIDEWALKS)·BUILDING CONSTRUCTION CONTINUESPHASE SEVEN·BUILDING CONSTRUCTION COMPLETED·STABILIZE DISTURBED AREAS WITH SOLID SOD·INSTALL PERMANENT LANDSCAPINGPHASE EIGHT·REMOVE BMP MEASURESPHASE NINE·REMOVE SILT FENCE·PROJECT COMPLETE & FINAL INSPECTIONCONSTRUCTION PHASE SEQUENCE:PARKING STRIPING NOTE:PARKING STRIPES ON CONCRETE SHOULD ALWAYS BE YELLOW AND PARKING STRIPES ONASPHALT SHOULD ALWAYS BE WHITE UNLESS OTHERWISE SPECIFIED IN THE CONSTRUCTIONDOCUMENTS.NTSENCOUNTER DEVELOPMENT, LLCJOB NO:SCALE:DATE:DRAFTER:SHEET:23-1875.20SEPT 2024CBE/TVML208 Greeno Rd. North, Ste. C
Fairhope, Alabama 36532
P.O. Box 1929
Fairhope, Alabama 36533
Phone: (251) 928-3443
jadengineers.com
(AL) CA-3157-E
APPR.DATEREVISIONNO.PRELIMINARY PLANS ONLYNOT FOR CONSTRUCTION8/19/24CITY SUBMITTAL
9/11/24CITY RESUBMITTAL
1.
2.
CIVIL CONSTRUCTION NOTES
C5
CIVIL CONSTRUCTION DETAILS (1)NTSENCOUNTER DEVELOPMENT, LLCJOB NO:SCALE:DATE:DRAFTER:SHEET:23-1875.20SEPT 2024CBE/TVML208 Greeno Rd. North, Ste. C
Fairhope, Alabama 36532
P.O. Box 1929
Fairhope, Alabama 36533
Phone: (251) 928-3443
jadengineers.com
(AL) CA-3157-E
APPR.DATEREVISIONNO.PRELIMINARY PLANS ONLYNOT FOR CONSTRUCTION8/19/24CITY SUBMITTAL
9/11/24CITY RESUBMITTAL
1.
2.NON-WOVEN GEOTEXTILE FABRICWRAPPED PIPE JOINT DETAILPIPE DIAMETER/RISEPIPE DIAMETER/RISEPIPE DIAMETER/RISE
PARKING LOT PAVINGALL GRADING AND PAVING SHALL CONFORMWITH GEOTECH REPORT PROVIDED BY"GEOCON ENGINEERING & MATERIALSTESTING" DATED AUGUST 8, 2024.STANDARD - DUTYLIGHT - DUTYHEAVY - DUTYALL GRADING AND PAVING SHALL CONFORMWITH GEOTECH REPORT PROVIDED BY"GEOCON ENGINEERING & MATERIALSTESTING" DATED AUGUST 8, 2024.CONCRETE PAVINGREFER TO GEOTECH REPORT FOR DETAILS ON ALLCONCRETE CONSTRUCTION AND EXPANSION JOINTS8" CONCRETE PAVEMENT(3,000 PSI COMPRESSIVE STRENGTH)(350 PSI FLEXURAL STRENGTH)24" COMPACTED STRUCTURAL FILL(TOP 6" COMPACTED TO 100% STANDARD DENSITY)2" ALDOT SECTION 424A, BITUMINOUS WEARING SURFACE (220 LB/SY)6" ALDOT SECTION 825 CRUSHED AGGREGATE BASE(100% STANDARD DENSITY)24" COMPACTED STRUCTURAL FILL(TOP 6" COMPACTED TO 100% STANDARD DENSITY)MEDIUM - DUTY1" ALDOT SECTION 424A, BITUMINOUS WEARING SURFACE (110 LB/SY)2" ALDOT SECTION 424B, BITUMINOUS BINDER (220 LB/SY)6" ALDOT SECTION 825 CRUSHED AGGREGATE BASE(100% STANDARD DENSITY)24" COMPACTED STRUCTURAL FILL(TOP 6" COMPACTED TO 100% STANDARD DENSITY)5" CONCRETE PAVEMENT(3,000 PSI COMPRESSIVE STRENGTH)(350 PSI FLEXURAL STRENGTH)24" COMPACTED STRUCTURAL FILL(TOP 6" COMPACTED TO 100% STANDARD DENSITY)8"2-#6 BARSALL AROUND8"6'-0" UNLESS OTHERWISE SHOWN15' MAX. DEPTH CORNER FILLET**BOTH WAYS#4 BARS @ 9" CTRS.**#4 BARS@ 12" CTRS.BOTH WAYS1-1/4" CL.4'-0" 6"12"4'-0"4'-0"#6 BARSALL AROUNDFILLET EACH CORNER4'-0" Dia.4'-0" DIA.OR 6" REINFORCED CONC.REINFORCED CONCRETE8" BRICK OR NON-**#4 BARS @ 9" CTRS.BOTH WAYS15' MAX. DEPTH6'-0" UNLESS OTHERWISE SHOWN8"**ALTERNATE BALTERNATE ANEENAH R-3067 W/ TYPE C GRATEWITH TYPE "P" BOTTOM DETAILC6CONCRETE CURB AND GUTTERNOTE:1. CURB TO BE PLACED BY SLIP FORM METHOD OR APPROVED EQUAL.2. TRAVERSE JOINTS TO BE FORMED IN CONCRETE INTEGRAL CURBDIRECTLY OVER EACH TRAVERSE JOINT IN PAVING OR GUTTER.3. CONTRACTION JOINTS TO BE PLACED AT 10' INTERVALS AND EXPANSIONJOINTS TO BE PLACED AT 50' INTERVALS. ADDITIONALLY EXPANSION JOINTSTO BE PROVIDED AT ALL CURB PC'S, PT'S, AND AROUND ALL STRUCTURES.4. GRADING AND SOD PLACEMENT SHALL BE INSTALLED TO ENSUREPOSITIVE SURFACE WATER DRAINAGE OVER TOP OF CURB.5. EXPANSION JOINTS: USE PREMOULDED EXPANSION JOINT FILLERCONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL). PAVINGASPHALTNTS1
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nREINFORCED CONCRETE WHEEL STOPSNTS- CONCRETE TO BE 3,000 PSI WITH FIBER MESH REINFORCING.- TO BE INSTALLED 2' FROM FACE OF WALK.TRENCH BACKFILL DETAILALDOT SECTION 405 TACK COATSTOP SIGNTRAFFIC SIGN DETAILNTSPIPE BOLLARDNTS
ELEVATION A-ARETURNED CURB RAMPSSECTION B-BISOMETRIC VIEWNon-Walking SurfaceCONC.STAND-UP CURB5' Residential St.On Exist. Facilities Remove &Reconstruct Curb & PavementSIDEWALKVALLEY GUTTER CURB12:1 MAX.CONC. RAMP4"Grass Planting or OtherNon-Walking SurfaceGrass Planting or OtherMatch Existing ifExisting Sidewalkas Necessary.1.CONCRETE SIDEWALK CURB CUT RAMPSFOR PHYSICALLY HANDICAPPEDNTSRAMPS ARE DESIGNED TO THE UNIFORM FEDERALACCESSIBILITY STANDARDS TO COMPLY WITH THE AMERICANSWITH DISABILITIES ACT.2' x 4' ADA COMPLIANTDETECTABLE WARNINGSSURFACE TACTILES2' x 4' ADA COMPLIANTDETECTABLE WARNINGSSURFACE TACTILES2' x 4' ADA COMPLIANTDETECTABLE WARNINGSSURFACE TACTILESCIVIL CONSTRUCTION DETAILS (2)NTSENCOUNTER DEVELOPMENT, LLCJOB NO:SCALE:DATE:DRAFTER:SHEET:23-1875.20SEPT 2024CBE/TVML208 Greeno Rd. North, Ste. C
Fairhope, Alabama 36532
P.O. Box 1929
Fairhope, Alabama 36533
Phone: (251) 928-3443
jadengineers.com
(AL) CA-3157-E
APPR.DATEREVISIONNO.PRELIMINARY PLANS ONLYNOT FOR CONSTRUCTION8/19/24CITY SUBMITTAL
9/11/24CITY RESUBMITTAL
1.
2.NTSCONTRACTION JOINTEXPANSION JOINTTYPICAL SIDEWALK JOINT DETAILSPLANNTSCONCRETE SIDEWALK JOINT DETAILSCONCRETE WALK SECTIONTYPICAL CONCRETE WALK DETAILSNTS*
*5' WIDE CONCRETE SIDEWALKCONCRETE CURB RAMP DETAILFOR SIDEWALKNTS6" CURB6" VERTICAL CURBIN TRANSITION2'x4' ADA COMPLIANT DETECTABLEWARNING SURFACEFLOW LINEC7CLASS 2, TYPE ATHERMOPLASTIC MARKINGCROSSWALK MARKING DETAILWATER MAINSERVICE SADDLE SHALL BE MUELLER,McDONALD, ROMAC OR APPROVED EQUAL.BRASS W/ STAINLESS STEEL STRAPS SHALLBE USED FOR PVC OR HDPE MAIN LINES UPTO 8". ALL DIP AND PVC/HDPE GREATER THAN8" SHALL HAVE DBL. STAINLESS STEEL STRAPS1. DRIVEWAYS SHALL NOT BE BUILT OVER METERS.2. ALL LINES SHALL BE CHLORINATED AND PRESSURE TESTED IN COMPLETE ACCORDANCE WITH LOCALUTILITIES SPECIFICATIONS AND REQUIREMENTS. AFTER SUCCESSFUL COMPLETION OF THE TESTING ANDCHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES.3. FIVE(5) FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER AND SANITARY SEWER LINES.4. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO MAINS5. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36".6. METER BOX SHALL BE BLACK PVC WITH HINGED CAST IRON METER READER LID.CURB STOP, MUELLER ORMcDONALD, SHALL BE SERVICESIZE WITH INTEGRAL LOCK WING,BRASSTHREADED CORPORATION STOP,MUELLER OR McDONALD.(TAP AT 45° ANGLE) 1" WATER SERVICE TUBING,TYPE "K" COPPER WITH NO JOINTSBETWEEN MAIN TAP AND METER SITENOTES:OR AS REQUIRED BY LOCAL UTILITY AUTHORITYWATER SERVICE CONNECTION DETAILSTANDARD CLEAN-OUT..................................................................................4"6"....................................................CLEAN-OUT COVERTO GRADENOTES:1. CLEAN-OUT PIPE SIZE SHALL MATCH EXISTING LATERAL.2. NEW SEWER LATERALS AND CLEAN-OUTS SHALL BE6-INCH.3. ENTIRE WYE SECTION TO BE ENCASED IN CONTROLLEDLOW STRENGTH MATERIAL OR GRANULAR FILL.BEDDINGMATERIALSEWER LATERALENCASEMENTTRENCH WIDTH45° BEND45° WYE1. DETECTABLE WARNING SURFACE TO BE WET-SET. NO BOLT ON OR GLUEON SURFACES ALLOWED.2. DETECTABLE WARNING SURFACE COLOR TO BE COLONIAL RED - FED20109, TYPICAL.ADA SURFACE NOTES:18"NOTE:CONCRETE PAD SHALL BE 6" LARGER THAN FOOTPRINT OF INSULATED BOX.INSULATION WILL BE PROVIDED FOR BACKFLOW PREVENTER FOR FREEZEPROTECTION.2"6" MIN.1" BACKFLOW PREVENTER
NTSENCOUNTER DEVELOPMENT, LLCJOB NO:SCALE:DATE:DRAFTER:SHEET:23-1875.20SEPT 2024CBE/TVML208 Greeno Rd. North, Ste. C
Fairhope, Alabama 36532
P.O. Box 1929
Fairhope, Alabama 36533
Phone: (251) 928-3443
jadengineers.com
(AL) CA-3157-E
APPR.DATEREVISIONNO.PRELIMINARY PLANS ONLYNOT FOR CONSTRUCTION8/19/24CITY SUBMITTAL
9/11/24CITY RESUBMITTAL
1.
2.
CIVIL CONSTRUCTION DETAILS (3)C8
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1" = 20'ENCOUNTER DEVELOPMENT, LLCJOB NO:SCALE:DATE:DRAFTER:SHEET:23-1875.20SEPT 2024CBE/TVML208 Greeno Rd. North, Ste. C
Fairhope, Alabama 36532
P.O. Box 1929
Fairhope, Alabama 36533
Phone: (251) 928-3443
jadengineers.com
(AL) CA-3157-E
APPR.DATEREVISIONNO.PRELIMINARY PLANS ONLYNOT FOR CONSTRUCTION8/19/24CITY SUBMITTAL
9/11/24CITY RESUBMITTAL
1.
2.RAINFALL INSPECTION NOTE:SITE CONSTRUCTION DEBRIS DISPOSAL NOTE:CONSTRUCTION PHASE SEQUENCE:EROSION CONTROL NOTES:1. ALL EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LATEST ADEM STANDARDS.2. ALL AREAS LEFT UNATTENDED FOR LONGER THAN 13 DAYS SHALL BE COVERED WITH SEASONAL TEMPORARY SEEDING AND MULCHING.3. ALL SLOPES SHALL BE TRACKED PERPENDICULAR TO THE SLOPE.4. NO WORK SHALL COMMENCE UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN INSTALLED, INSPECTED BY THE PROJECTENGINEER, AND APPROVED.5. STORMWATER DETENTION POND OR SEDIMENT BASIN SHALL BE CONSTRUCTED, INSPECTED, AND APPROVED PRIOR TO WORK ON ANYOTHER TASK, UNLESS OTHERWISE APPROVED BY THE PROJECT ENGINEER.6. ALL DISTURBED AREAS WILL BE PROPERLY STABILIZED. CONTRACTOR TO COORDINATE WITH LANDSCAPE PLAN FOR FINAL PLANTINGREQUIREMENTS.7. 4" MIN TOPSOIL TO BE SPREAD ACROSS DISTURBED SURFACES ONCE FINAL GRADING HAS BEEN ESTABLISHED. CONTRACTOR TOPROVIDE SEED/SOD AS PER EROSION CONTROL PLAN AND STABILIZE DISTURBED AREAS PER ADEM REQUIREMENTS.8. BMP'S SHALL BE CLEANED OUT WHEN THEY REACH 13 FULL.9. INACTIVE PROJECTS (MORE THAN 7 DAYS) SHALL BE MULCHED IF INACTIVE FOR LESS THAN 60 DAYS. IF PROJECT TO REMAIN INACTIVEFOR MORE THAN 60 DAYS, PROJECT SHALL BE SEEDED AND MULCHED.10. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO MINIMIZE DUST GENERATION DUE TO CONSTRUCTION ACTIVITIES.A DUMPSTER OF SUITABLE SIZE SHALL BE ON-SITE DURING ALL PHASES OFCONSTRUCTION ACTIVITIES AND EMPTIED AT A SUITABLE PERMITTED DISPOSAL SITEAND REPLACED AS NEEDED THROUGHOUT THE DURATION OF THE PROJECT. ALLDISPOSAL SHALL MEET ALL LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS.ALL EROSION CONTROLS SHALL BE INSPECTED BY A QUALIFIED PERSON WITHIN 24HOURS OF A RAINFALL EVENT OF 3/4 INCH OR GREATER AND REPAIRED AS NEEDED.( IN FEET )01 inch = ft.GRAPHIC SCALE202020PHASE ONE·INSTALL CONSTRUCTION ENTRANCE/EXIT·CLEAR AREA REQUIRED FOR SILT FENCE PLACEMENT·INSTALL SILT FENCE (SBA)PHASE TWO·WATTLES, INLET, AND OUTLET PROTECTION TO BE INSTALLEDPHASE THREE·DEMOLITION AND REMOVAL OF DEMO DEBRIS·CLEAR/GRUB REMAINING SITE AREASPHASE FOUR·INSTALL STORM DRAINAGE MEASURES·GRADE SITE TO ROUGH GRADESPHASE FIVE·CONSTRUCT UTILITIES (WATER, SEWER)·BUILDING CONSTRUCTION BEGINSPHASE SIX·CONSTRUCT ROADS (PAVING, CURB AND GUTTER, SIDEWALKS)·BUILDING CONSTRUCTION CONTINUESPHASE SEVEN·BUILDING CONSTRUCTION COMPLETED·STABILIZE DISTURBED AREAS WITH SOLID SOD·INSTALL PERMANENT LANDSCAPINGPHASE EIGHT·REMOVE BMP MEASURESPHASE NINE·REMOVE SILT FENCE·PROJECT COMPLETE & FINAL INSPECTIONC9
EROSION CONTROL DETAILS
ENCOUNTER DEVELOPMENT, LLCJOB NO:SCALE:DATE:DRAFTER:SHEET:23-1875.20SEPT 2024CBE/TVML208 Greeno Rd. North, Ste. C
Fairhope, Alabama 36532
P.O. Box 1929
Fairhope, Alabama 36533
Phone: (251) 928-3443
jadengineers.com
(AL) CA-3157-E
APPR.DATEREVISIONNO.PRELIMINARY PLANS ONLYNOT FOR CONSTRUCTION8/19/24CITY SUBMITTAL
9/11/24CITY RESUBMITTAL
1.
2.NTSSPECIFICATIONSGENERAL NOTESWIDTH = FULL WIDTH OF VEHICULARSTONE SIZE = 1 1/2" TO 3 1/2" DIA.PROVIDE PERIODIC TOP DRESSING WITHCOARSE AGGREGATEN.S.A. R-2(1.5"-3.5")GEOTEXTILE UNDERLINEREQUIREDASHARD SURFACEPUBLIC ROAD ACCESS, 20' MINIMUM.2" STONE, AS NECESSARY.20' MIN.6" MIN.MINIMUM50' STONE PAD CONSTRUCTION EXIT AACONCRETE WASHOUTSIGN DETAILSTAPLE DETAILTEMPORARY CONCRETE WASHOUT FACILITYPLANSECTION A-ATHIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURBINLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TOPREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. SPECIFIC APPLICATION 1) THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MAINTENANCE 3) STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE2) SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINALSUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE.DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN ADIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGNREMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.MADE AS NEEDED. BLOCK & GRAVEL CURB INLET SEDIMENT FILTER SURFACE ROUGHENING TYPICAL INLET EROSION CONTROLWATTLESC10
~at&t
December 16, 2022
ShenyRuth
Jade Consulting, LLC
AT&T Alabama
2155 Old Shell Rd
Mobile, A L 36607
www.att.com
T : 251.471.8361
F : 251.471.0410
w.mitchell@att.com
RE: Service Availability-WAWA Food Ma1t-State Hwy 181 & AL Hwy 104
Dear Ms. Ruth,
This letter is in response to your request for info1mation on the availability of se1vice at the
above location by AT&T.
This letter acknowledges that the above referenced prope1ty is located in an area served by
AT&T. Any se1vice anangements for this location will be subject to later discussions and
agreements between the developer and AT&T. Please be advised that this letter is not a
commitment by AT&T to provide service to this location.
Please contact me at the phone number included in this letter with any questions .
Thank you for co ntacting AT&T.
Sincerely,
Wade Mitchell
Manager, OSP Planning and Design
AT&T Alabama
2155 Old Shell Rd
Mobile, Al abama 36607
Gu lf District/ Mobile Office
USA Q_S{5) Proud Sponsor of the U.S. Olympic team
1 SR 24.04 Aubergine Site Plan –October 7, 2024
Summary of Request:
Request of Applicant, Peter Farguson and Fairhope Single Tax Corporation, for Site Plan Approval of the
Aubergine building located at 315 De La Mare Avenue. Aaron Collins of S.E. Civil is the authorized agent for
the project. Larry Smith is the engineer of record. The subject property is zoned B-2 and within the Central
Business District (“CBD”). The proposed plan adds two (2) residential units with the addition of a second floor.
The ground floor is currently one (1) retail space that will become two (2) retail units.
Figure 1: Existing Condition of Structure. Google Street View last visited on September 19, 2024.
Figure 2: Rendering with second story addition.
2 SR 24.04 Aubergine Site Plan –October 7, 2024
Setbacks: B-2 requires only a 20ft front setback according to Table 3-2. The CBD mostly eliminates any other
setbacks and encourages non-residential buildings to be built at the right-of-way line. However, this is an
existing building with an existing front setback that is not changing with this addition.
Building: Building height for the two-story structure is 34.8 ft. Building materials are the same as the existing
structure (brick). The second floor will be two (2) residential units with separate balconies facing De La Mare
Avenue and a large back deck with two (2) unseparated roof gardens. Original plans submitted had the
balconies hanging over the ROW more that the allotted four (4) feet per the ROW Ordinance (No. 1754).
Resubmitted plans corrected this overage. The second story structure does not take up the entire footprint of
the ground floor providing room for the aforementioned roof gardens. Complete tenant improvements are in
the case packet. As are the elevations.
Figure 3: First Floor Plan
Figure 4: Second Floor Plan
3 SR 24.04 Aubergine Site Plan –October 7, 2024
Parking: Dwelling units must provide parking in the CBD. There are two (2) dwelling units upstairs and
two (2) parking spaces are provided in a garage that is accessed from the private alley and by a man
door in the rear of the building. The adjacent property owner and FST are amenable to using the private
side alley (FST owned) and providing a 3 ft easement in the rear for the man door from the garage.
(Bethea). Applicant also provided turning radii for large and standard size vehicles.
Figure 5: Two (2) car garage and turning radii.
Sidewalks: The existing sidewalk will remain. Any damage made to sidewalk, curb, and/or road during
construction shall be remedied. A proposed road cut will follow the fee schedule in the ROW Ordinance.
Locations, intensity, and heights of exterior lights: A photometric plan was not submitted because there will
not be any additional lighting. The existing lanterns at the ground level are to remain.
Mechanical equipment: HVAC equipment will be mounted on the single-story rooftop and screened by
building from the ROW. See note on Sheet C01.
Dumpster location and screening: Garbage is city roll out bins stored in an existing green screen on alley side.
Figure 6: Garbage and additional storage enclosure on FST alley.
4 SR 24.04 Aubergine Site Plan –October 7, 2024
Stormwater and Drainage: Additional drainage spouts will be added on the alley side of the building to
accommodate the second floor. Per the engineer’s drainage letter the building’s roofline discharges water in
the existing private alley. The alley has an inverted crown that flows into the ROW of De La Mare Avenue. The
letter states that there will be no negative impacts to the adjacent properties.
Location and size of all signage: Existing signage will be re-used. No additional signage.
Erosion control: The work is internal and vertical to an existing hardscaped site; thus, no BMPs submitted.
Appropriate measures, if any, will be part of the ROW and/or land disturbance permit review process.
Utilities: A utility plan was submitted and has been reviewed and approved by the appropriate providers.
Each unit will have its own dedicated electric meter. Two (2) residential water service meters will be added.
There is existing sewer, electric, water, gas, and fiber optic tie ins in the immediate vicinity.
ADA Requirements: ADA requirements are met for the ground level retail units and an elevator will be
installed for the residential units on the second floor.
Traffic: This renovation/addition did not trigger a traffic study. Traffic letter from engineer in packet.
Figure 7: FST Alley side including two (2) car garage.
Figure 8: Rear view with roof gardens.
5 SR 24.04 Aubergine Site Plan –October 7, 2024
Figure 9: Side of building adjacent to Copper Column.
Article II, Section C.2.d. (Site Plan Review Criteria)
Criteria – The application shall be reviewed based on the following criteria:
(1) Compliance with the Comprehensive Plan; The Comprehensive Plan puts an emphasis on the CBD to be
the Regional Village Center and focal point of the City. This project adds retail and residential. Both of
which complement the CBD.
(2) Compliance with any other approved planning documents; Meets. Going vertical lessens more
impervious surfaces. Utility tie ins are readily available.
(3) Compliance with the standards, goals, and intent of this ordinance and applicable zoning districts; Meets
(4) Compliance with other laws and regulations of the City; Meets
(5) Compliance with other applicable laws and regulations of other jurisdictions; Meets
(6) Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and
property values; Meets. Located in already populated area so noise and traffic do not present issues.
Height under maximum for CBD.
(7) Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical
impacts, and property values; Within diverse CBD on a mostly commercial/retail street. The
commercial/retail units have mostly daytime business hours. The additional residential and retail
units should not negatively impact the neighborhood.
(8) Overall benefit to the community; Meets. The CBD is the original village center and needs both
retail/commercial and residential units to thrive.
(9) Compliance with sound planning principles; Meets. Going vertical uses empty air space while still
meeting dimension requirements for the CBD.
(10) Compliance with the terms and conditions of any zoning approval; Meets
(11) Any other matter relating to the health, safety, and welfare of the community; Nothing noted
(12) Property boundaries with dimensions and setback lines; Meets
(13) Location of proposed buildings and structures indicating sizes in square feet; Meets
(14) Data to show percentage of lot covered with existing and proposed buildings; Meets
6 SR 24.04 Aubergine Site Plan –October 7, 2024
(15) Elevations indicating exterior materials;
Front, side, and rear elevations are provided.
(16) The locations, intensity, and height of exterior lights; Meets
(17) The locations of mechanical equipment; Meets
(18) Outside storage and/or display; Meets
(19) Drive-up window locations (must be away from residential uses/districts and not in front of building);
n/a
(20) Curb-cut detail and location(s); Provided
(21) Parking, loading, and maneuvering areas; Meets
(22) Landscaping plan in accordance with the City Landscape Ordinance; n/a
(23) Location, materials, and elevation of any and all fences and/or walls; Meets. Railing details confirmed
with building permit application.
(24) Dumpster location and screening; and
Meets
(25) Location and size of all signage. Meets.
Recommendation:
Staff recommends approval with the following condition regarding case SR 24.04 Aubergine.
1. Draft and record in Baldwin County Probate an ingress/egress/utility easement from John Bethea and
provide a recorded copy of said easement to Planning & Zoning prior to applying for a permit.
September 12, 2024
M r. Mike Jeffries, Q CI
City of Fairhope
D evelopment Services M anager
555 S . Section S treet
Fairhope, AL 36532
R e: SR 24.04 a nd SD 24.22 Aubergine
S.E. Civil Project #2024 1375
Dear Mike:
_ _, Civil
Engineering
& Surveying
Attached ar e the revised plans based upon the coIIlIIlents provided. Below are responses to yom
coIIlIIlents.
1. Please confer with Erik Cortinas (erik.c01tinas@ fairhop eal.gov and 25 1.990.0141x441)
reg~uding fire safety . Some issues of con cern are if the fire flow test is enough to suppo1t four
( 4) tenants : 2 retail an d 2 residential; exit door in garage (Is it for life safety? I s it
necessa1y?); p ossib le necessity of fire line to fully protect th e building ; possibility of fire
rated glazing on FST alley s ide.
Response : The building w ill h ave a sprinkler system and the fire fl ow is adequate. The
adj acent owner is p rovi ding a 3' easement to en sure the door is not ob strncted. As fo r life
safety or n ecessity, since there will b e an easement, this question is no lon ger relevant . Life
safe ty will be reviewed at th e time of building pem1it an d will follow the build ing code. The
buildin g will have a sprinkler system p er b uilding and fire code r equirements. As fo r
glazing , this is somethin g th at w ill be reviewed at the time of building p e1mit. We h ave
reach ed out to Erik.
2. Need drainage nan ative.
Response : A nan ative has been provided .
3. Need turnin g radii fo r two average size car s to ingress/egress from garage into 17ft FST
alley.
Response: An exhibit has been p rovided. The temp late shows both a large SUV and r egular
size car.
4 . Need written pe1mission from FST that ten an ts may use alley.
Please see attach ed letter from FST . In addition to this, FST signed the application , after
review of the application and plan set. They also attended the Community Meeting wh ere
access w as discu ssed an d h ad no objection s. See minutes.
5. Utilities require a 10-15 ft easement at back of buildin g to access meters, et al.
The discussion was if n ew ser vices were nm, then an easement w ill be r equired. P lease see
the letter from the electrical en gineer on the proj ect. Th e existing p ower se1v ice to the
9969 W indmill R oad F airhope, A labam a 36532 251 -990-6566
building is adequate and a new ser vice line is not needed. The adjacent owner is providing a
3 ' easement that w ill allow access to the p an els/m e ter s .
6. The proposed road cut will follow the fee schedule in the ROW Ordinance.
Response: N oted.
7. Please confer with the gas department about availability of adding gas to the two residential
units upstairs.
Response: We have r eached ou t to the gas dep ru.tm ent alon g w ith having a utility review
meeting. We have a w ill serve letter for gas signed by Wes Boyett. I have r eac hed out to
Wes Boyett to determine if h e needs anything else from m e at this point.
8. The balconies are too deep. Please refer to the ROW Ordinance No. 1754, Section 12 or
Section 19-112 of municipal code for more information.
Response: The balconies h ave been r edu ced to comply w ith the ROW Ordinance.
Please let me know if you have any questions or need any additional infmmation. Thank you.
Sincerely,
Larry Smith, PE
Partner
251-990-6566
Attachments:
Revised Architectural Floo1plans and Elevations
Revised Building Renderings
Revised Site Improvement Plans
Drainage Letter
Easement Agreement
Letter from FST
Turning Movement Exhibit
Letter from Electrical Engineer
9969 Windmill Road Fairhope, A labama 36532 251-990-6566
WA L COTT
ADl\tv\S
VERNEUlL L E
1\Rl H \'\'I-<" Is;
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September 12, 2024
Mr. Mike Jeffries, QCI
City of Fairhope
Development Services Manager
555 S. Section Street
Fairhope, AL 36532
Civil
Engineering
& Surveying
Re: SR 24.04 and SD 24.22 Aubergine -Drainage Letter
S.E. Civil Project #20241375
Dear Mike:
The existing Aubergine Buildings roof lines discharge water into the existing private alley. The alley has
an inverted crown that flows into the right of way of De La Mare. The proposed improvements will not
alter the existing flow patterns and will not add any additional impervious areas. Therefore there will be
no negative impacts to the adjacent properties.
Please let me know if you have any questions or need any additional infonnation.
Sincerely,
Larry Smith, PE
Partner
251 -990-6566
9969 Windmill Road Fairhope, Alabama 36532 251-990-6566
August 20, 2024
Bunter Simmons
Fairhope Planning Department
555 S. Section Street
Fairhope, AL 36532
Re: Aubergine -Traffic Letter
Dear Hunter:
Civil
Engineering
& Surveying
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 ITE Trip
Generation Report. The proposed development will consist of2 residential units and 3,172 sq. ft of
commercial lease space. Since it is unknown what type of commercial use the project will have, I. tried several
commercial types and used the one with the highest trip generation which was an apparel store. When
plugging in this infonnation into the ITE Trip Generation Report, we come up with 223 daily trip s and I 3 peak
hour trips . This does not meet the threshold for a traffic study. Please refer to the attached ITE Trip
Generation Report.
If you have any questions, please let me know .
Sincerely,
Larry Smith, PE
lsmith@secivileng.com
9969 Windmill Road Fairhope, Alabama 36532 251-990-6566
Instructions: Trip Generation Rat es from the 8th Edition ITE Trip Generation Report
Enter Numbers i nto the "Expected Units" NA : Not Available K SF" Units of 1,000 square feet
in the Correspond ing Yellow Colu mn DU: Dwelling Unit Fuel Posit ion : # of vehicles that could be fueled simultaneously
Occ.Room: Occupied Room
Expected
Un its
Rat e Weekday PM Peak %PM %PM (independent Calculated PM Peak
Descri pti on I ITE Code Unit s Daily T raffle Period Rate In Out variable) Dai ly Trips Tri ps -Total PM In PM Out
Waterport/Marine TerminaJ 010 Berths 171.52 NA NA N~ o NA NA NA
Commercial Airport 02 1 EmP'oyees 13.40 0.80 54% 46'll o o NA NA
Commercial Aiport 02 1 Avg FlightslDay 104.73 5.75 56% «• o o NA NA
Commercial Airport 021 Com. Flights/Day 122.21 6.88 54% 46• o o NA NA
General Aviatioo Airport 022 Empoyees 14.24 1.03 45% 55'll o o NA NA
General Aviation Airport 022 Avg. Flights/Day 1.97 NA NA N~ o NA NA NA
General Aviation Airport 022 Based Aircraft 5.00 0.37 45% 55" o o NA NA
Truck Termnal 030 Aa-es B1.90 6.55 43% 57" o o NA NA
Park&Ride w/ Bus Service 090 Park.ioo Soaces 4.50 0.62 22% 7B• o o NA NA
Pafk&Ride w/ Bus Service 090 0cc. Spaces 9.62 0.81 28% 12, o o NA NA
Light Rail Station w/ Parl< 093 Paoong Space 2.51 12 4 58% 42• o o NA NA
Light Rail Station w/ Parl< 093 0cc. Spaces 3.91 1.33 58% 42• o o NA NA
General Light Industrial 1 10 KSF" 6.97 0.97 12% 88" o o NA NA
General LiQht Industrial 1 10 Em niovees 3.02 0.42 21% 79" o o NA NA
General Heavy Industrial 120 KSF 1 .50 0.6B NA N~ o o NA NA
General Heavy Industrial 120 Employees 0.82 0.8B NA N o o NA NA
lndusb'ial Part 130 KSf" 6.96 0.86 21% 79" o o NA NA
Industrial Park 130 Emnmvees 3.34 0.46 20% so, o o NA NA
Manufacturing 140 KSF' 3.B2 0.74 36% 64" o o NA NA
Manufacturing 140 Employees 2.1 3 0.36 44% 56 .. o o NA NA
Warehousing 150 KSF' 3.56 0.32 25% 75"' o o NA NA
Warehousing 150 Employees 3.89 0.59 35% 65"' 0 o NA NA
Mini Warehouse 151 KSF' 2.50 0.26 51% 49" o o NA NA
Mini Warehouse 151 Storage Units 0.25 0.02 NA N o o NA NA
Mini Warehouse 151 Employees 61.90 6.04 52% 48. 0 o NA NA
Hi!J'}-C-ube Warehouse 152 KSF2 1 .44 0.10 33% 67" o o NA NA
Hinn..i. _.,. •be Warehouse 152 Emolovees NA 0.66 35% 65• o o NA NA
Utilities 170 KSF' NA 0.76 45% 55'l< o o NA NA
utilities 170 Employees NA 0.76 90% 10-. o o NA NA
Sinqle Fafflllv Homes 210 DU 9.57 1.01 63% 37'l< o o NA NA
Single Faffilly Homes 210 Vehicles 6.02 0.67 66% 34,. o o NA NA
Ar»trtrnent 220 DU 6.65 0.62 65% 35'l< o o NA NA
Apartment 220 Persons 3.31 0.40 NA N 0 o NA NA
Anartment 220 V ehicles 5.10 0.60 NA N, o o NA NA
Low Rise Apartment 221 Occ.DU 6.59 0.5B 65% 35" 0 o NA NA
Hic:11 Rise Apartment 222 DU 4.20 0.35 61% 39'l< o o NA NA
Mid-Rise Apartment 223 DU NA 0.39 58% 42'l< o o NA NA
Rental Townhouse 224 DU NA 0.72 51% 49-. o o NA NA
Reset Condo/Town house 230 DU 5.61 0.52 67% 33'l< 2.0 12 1 , o
Reset Coodo/T own house 230 Persons 2.49 024 67% 33-. o o NA NA
Low Rise Resd. Condo 231 DU NA 0.7B 58% 42'l< o o NA NA
High Rise Resd. Condo 232 DU 4.18 0.38 62% 38-. o o NA NA
Luxury Condo/Townhouse 233 0cc. OU NA 0.55 63% 37,. o o NA NA
Mobile Home Parl< 240 DU 4 .99 0.59 62% 38'll o o NA NA
Mobile Home Part< 240 Persons 2.46 026 63% 37• 0 0 NA NA
Retirement Community 250 DU NA 027 56% 44 0 0 NA NA
Eldenv Housino-Detached 251 DU 3.71 0.27 61% 39• 0 0 NA NA
Congregate Care facility 253 ace.DU 2.1 5 0.17 56% 44 0 0 NA NA
Elderly Housing-Attached 252 ace.DU 3.46 0.16 60% 40'l! 0 0 NA NA
Recreational Homes 260 DU 3.16 026 41% 59.,. 0 0 NA NA
Residential PUO 270 DU 7 .SO 0.62 65% 35'l! 0 0 NA NA
Hotel 310 0cc. Room 8.92 0.70 49% 51" 0 0 NA NA
Hotel 310 Rooms 8.17 0.59 53% 47'll 0 0 NA NA
Hotel 310 Employees 14.34 0.80 54% 46" 0 0 NA NA
All Suites Hotel 31 1 ace.Room 6.24 0.55 42% 58'll 0 0 NA NA
All Suites Hotel 31 1 Rooms 4.90 0.40 45% 55.,. 0 0 NA NA
Buslless Hotel 312 0cc. Room 7.27 0.62 60% 40-. 0 0 NA NA
Busness Hotel 312 Employees 72.67 7 .60 60% 40" 0 0 NA NA
Motel 320 ace.Room 9.11 0.58 53% 47 .. 0 0 NA NA
Motel 320 Rooms 5.63 0.47 54% 46" 0 0 NA NA
Motel 320 Employees 12,81 0.73 54% 46 .. 0 0 NA NA
Resort Hotel 330 0cc. Room 13.43 0.49 43% 57'l< 0 0 NA NA
Resort Hotel 330 Rooms NA 0.42 43% 57-. 0 0 NA NA
City Park 411 Picllic Sites 5.87 NA NA N, 0 NA NA NA
County P:aP: 412 Acres 2.28 0.06 41% 59'll 0 0 NA NA
State Par1< 413 Picnic Sites 9.95 0.65 43% 57" 0 0 NA NA
State Par1< 413 Employees NA 4.67 43% 57'll 0 0 NA NA
Water Slide Par1< 414 Parking Space 2.27 NA NA N 0 NA NA NA
Beach Par1< 415 Acres 29.81 1.30 29% 11, 0 0 NA NA
Campground/RV Park 4 16 Acres 74.38 0.39 NA NI 0 0 NA NA
Regional Parit: 417 Picnic Sites 61.82 9.60 41% 59• 0 0 NA NA
Regional Park 417 Employees 79_77 10.26 45% ss, 0 0 NA NA
NationaJ Monument 418 Employees 31.05 5.58 NA NI 0 0 NA NA
Marina 420 Berths 2.96 0.19 60% 40• 0 0 NA NA
Golf Course 430 Employees 20.52 1.48 48% 52• 0 0 NA NA
Golf Course 430 Holes 35.74 2.78 45% ss, 0 0 NA NA
Minature Gott Course 431 Holes NA 0.33 33% 67• 0 0 NA NA
Go~ Drivina Ranae 432 Tees NA 1.25 45% ss, 0 0 NA NA
Multipurpose Rec. Facility 435 Acres 90.38 5.77 NA NI 0 0 NA NA
l...ive Theater 441 Seats NA 0.02 50% so, 0 0 NA NA
Movie Theater w/o matinee 443 KSf' 78.06 6.16 94% 6'll 0 0 NA NA
Movie Theater wlo matinee 443 Movie Screens 220.00 24.00 41% 59'll 0 0 NA NA
Movie Theater W/o matinee 443 Seats 1.76 0.07 75% 25 0 0 NA NA
Movie lheater w/o matinee 443 Employees 53.12 420 NA Ni 0 0 NA NA
Movie Theater wl matinee 444 KSF' NA 3.80 64% 36'l< 0 0 NA NA
Movie Theater wl matinee 444 MovieSa-eens 153.33 2022 40% 60'l< 0 0 NA NA
Movie Theater wl matinee 444 Seats NA 0.1 4 53% 47• 0 0 NA NA
Horse Track 452 Employees 2.60 NA 50% so, 0 NA NA NA
Dog Track 454 Attendees 1.09 0.1 3 66% 34. 0 0 NA NA
Arena 460 Employees 10.00 NA 50% so• 0 NA NA NA
loe Rink 465 Seats 1.26 0.1 2 NA N• 0 0 NA NA
Casino/V-.deo Lottery Establishment 473 KSF NA 13.43 56% 44'!1 0 0 NA NA
Amusement Parll. 480 Employees, 8.33 0.50 61% 39• 0 0 NA NA
Zoo 481 Acres 114.88 NA 50% so, 0 NA NA NA
Zoo 461 Employees 23.93 NA 50% so• 0 NA NA NA
Tennis Courts 490 Courts 31 .04 3.88 NA N< 0 0 NA NA
Tennis Courts 490 Employees, 66.67 5.67 NA N 0 0 NA NA
Racquet Club 4 91 Courts 38.70 3.35 NA N 0 0 NA NA
Racquet Club 4 91 KSF' 14.03 1.06 NA N, 0 0 NA NA
Racquet Club 4 91 Employees 45.71 4.95 NA N, 0 0 NA NA
Health Club 492 KSf' 32.93 3.53 57% 43'!1 0 0 NA NA
Bow1ilg Alley 494 KSF' 33.33 3.54 35% 65'!! 0 0 NA NA
Recreational Com. Center 495 KSF 22.88 1.45 37% 63'!! 0 0 NA NA
Recreational Com. Center 495 Employees 27.25 3.16 44% 56'!! 0 0 NA NA
Mil rtary Base 501 Employees 1.78 0.39 NA N 0 0 NA NA
Elementarv School 520 Students 129 0.15 49% s1, 0 0 NA NA
Elementary School 520 KSF' 15-43 1.21 45% 55'!! 0 0 NA NA
Elementary School 520 Empjoyees 15.71 1.81 49% 51" 0 0 NA NA
Private School (K-12) 536 Studenls 2.48 0.17 43% 51, 0 0 NA NA
Middle/ JR_ High School 522 Students 1 .62 0.16 49% 51, 0 0 NA NA
Middle/ JR. High School 522 KSF' 13.78 1.19 52% 48'l! 0 0 NA NA
Hi~ School 530 Studenls 1.71 0.13 47% 53,. 0 0 NA NA
Hi~ School 530 KSF 12.89 0.97 54% 46'lC 0 0 NA NA
Hi~ School 530 Employees 19.74 1.55 54% 46' 0 0 NA NA
JI.Ilior/ Comm. Colege 540 Students 1.20 0.12 64% 36• 0 0 NA NA
Junior/ Comm. College 540 KSf' 27.49 2.54 58% 42'!! 0 0 NA NA
Jooior/ Comm. College 540 Employees 15.55 1.39 58% 42'll 0 0 NA NA
University/Col!-550 Students 2.38 021 30% 7•n 0 0 NA NA
University/College 550 Employees 9.13 0.88 29% 11, 0 0 NA NA
Church 560 KSF' 9.11 0.55 48% 52'!! 0 0 NA NA
Synagogue 561 KSF' 10.64 1.69 47% 53'!! 0 0 NA NA
Daycare Center 565 KSF 79.26 12.46 47% 53'!! 0 0 NA NA
Daycare Center 565 Students 4 .48 0.82 47% 53, 0 0 NA NA
Oavcare Center 565 Emolovees 28.13 4.79 47% 53, 0 0 NA NA
Cemetery 566 Employees 58.09 7 .00 33% 67, 0 0 NA NA
Prisoo 571 KSF' NA 2.91 NA N• 0 0 NA NA
Prisoo 571 Employees NA 023 28% 12, 0 0 NA NA
Library 590 KSF' 56.24 7.30 48% 52'!! 0 0 NA NA
Library 590 Employees 52.52 5.40 47% 53.,, 0 0 NA NA
lodge/Fraternal Organization 591 Members 0.29 0.03 NA N• 0 0 NA NA
lodge/Fraternal Organization 591 Employees 46.90 4.05 NA N, 0 0 NA NA
Hcspilal 610 KSF 16.50 1.14 42% 58'l! 0 0 NA NA
Hospital 610 Beds 11.81 1.31 36% 64'!! 0 0 NA NA
Hcspilal 610 Employees 5.20 0.33 31% 69' 0 0 NA NA
Nursing Home 620 Beds 2.37 0.22 33% 67, 0 0 NA NA
Nursing Home 620 Employees 4.03 NA 26% 74'!! 0 NA NA NA
Clinic 630 KSF 31.45 5.18 NA N• 0 0 NA NA
Clinic 630 Eml'llrwees 7.75 1.23 41% 59, 0 0 NA NA
~Offioo 710(ec.-) KSF' Eq uation Equat ion 17% 83'!! 0 0 NA NA
General Office 710 KSF' 11.01 1.49 17% 83'!! 0 0 NA NA
Corporate Headquarters 714 KSF 7.98 1.40 10% 90'!! 0 0 NA NA
Corporate Headquarters 714 Employees 7.98 1.40 10% 90,. 0 0 NA NA
Single Tenant Office Bldg 715 KSF 11,57 1.72 15% 85'!! 0 0 NA NA
Single Tenant Office Bldg 715 Emi>'oyees 3.62 0.50 15% 85 .. 0 0 NA NA
Medical Dental Office 720 KSF 36.13 3.46 27% 73'!! 0 0 NA NA
Medical Dental Office 720 Employees 8.91 1.06 34% 66'!! 0 0 NA NA
Government Office Building 730 KSF 68.93 1.21 31% 69,C 0 0 NA NA
Government Office Building 730 Employees 11.95 1.91 74% 26, 0 0 NA NA
State Motor Vehicles Dept 731 KSF' 166.02 17.09 NA N• 0 0 NA NA
State Motor Vehicles Deol 731 Emnmvees 44.54 4.58 NA N 0 0 NA NA
US Post Office 732 KSF' 108.19 11.12 s1•~ 49"' 0 0 NA NA
US Post Office 732 Employees 28.32 2.84 51% 49.,, 0 0 NA NA
Gov. Office Complex 733 KSF' 27.92 2.85 31% 69'!! 0 0 NA NA
Gov. Office Comolex 733 Emni,.,,.,ees 7.75 0.79 31% 69'!! 0 0 NA NA
R&D Center 760 KSf' 8.11 1.07 15% 85'!! 0 0 NA NA
R&.D Center 760 Employees 2.77 0.41 10% 90'!! 0 0 NA NA
Building Materialsllumber 812 KSF' 45.16 4.49 47% 53'!! 0 0 NA NA
Building MaterialsA...umber 812 Employees 32.12 2.77 51% 49, 0 0 NA NA
Free-Standing Discount Superstore 813 KSF 53.13 4.61 49% 51'!! 0 0 NA NA
Free-Standing Discount Store 815 KSF2 57.24 5.00 50% 50'!! 0 0 NA NA
Free-Standing Discount Store 815 Employees 28.84 3.48 50% 50'!! 0 0 NA NA
Hardware/Paint Store 816 KSf' 51.29 4.84 47% 53'!! 0 0 NA NA
Hardware/Paint Store 816 Employees 53.21 5.05 NA NI 0 0 NA NA
Nursery (Garden Center) 817 KSF' 36.08 3.80 NA N~ 0 0 NA NA
Nu~ CGarden Centerl 817 Emnmvees 22.13 1.99 NA N~ 0 0 NA NA
Nu"""}' (Wholesale) 818 KSf' 39.00 5.17 NA N~ 0 0 NA NA
Nu.--n. 1\Nnnjesa)e} 8 18 Emninvees 23.40 0.47 NA N 0 0 NA NA
SlolJDm Cl!nlor 8211 tei.-) KSF' Equation Equat io n 49% 51'!! 0 0 NA NA
Shopping Center 820 Rate KSF 42.94 3.37 49% 51'!! 0 0 NA NA
Factory Outlet Center 823 KSF2 26.59 2.29 47% 53'!! 0 0 NA NA
Quality Restaurant 931 KSF 89.95 7 .49 67% 33'!! 0 0 NA NA
Oualitv Restaurant 931 Seats 2.86 0.26 67% 33, 0 0 NA NA
High TurnovedSit Down Rest 932 KSF 127.15 11.15 59% 41'!! 0 0 NA NA
Hg) TurnovedSit Down Rest 932 Seats 4.83 0 .41 57% 43,. 0 0 NA NA
Fast Food w/o Drive Thru 933 KSF' 716.00 26.15 51% 49'!! 0 0 NA NA
Fast Food w/o Drive Thru 933 Seats 42.1 2 2.13 64% 36'!! 0 0 NA NA
Fast Food w/ Drive T hru 934 KSf' 496.12 33.48 52% 48'!! 0 0 NA NA
Fast Food w/ Drive Thru 934 Seats 19.52 0.94 53% 47' 0 0 NA NA
Drive Thru Only 935 KSf' NA 153.85 54% 46'l! 0 0 NA NA
Drinking Place 925 KSF' NA 11.34 66% 34'!! 0 0 NA NA
Quick Lube Shop 941 Service Bays 40.00 5.19 55% 45'l! 0 0 NA NA
Automobile Care Center 942 Service Bays 12.48 2.17 NA N~ 0 0 NA NA
Automobile Care Center 942 KSF' 15.86 3.38 50% 50'!! 0 0 NA NA
New Car Sales 841 KSF' 33.34 2.59 39% 61'!! 0 0 NA NA
New Car Sa~s 841 Employees 21.14 0.96 48% 52'!! 0 0 NA NA
Automobile Parts Sales 643 KSf' 61.91 5.98 49% 51'!! 0 0 NA NA
Gasoline/Service Station 944 Fuel. Position 168.56 13.87 50% so, 0 0 NA NA
Serv .Station w/ Cooven.Mlct 945 Fuel Position 162.78 13.38 50% so, 0 0 NA NA
Serv.Statw/Coov.Mkl.&C8!W8Sh 946 Fuel Position 152.84 13.94 51% 49, 0 0 NA NA
Sett-Service Carwash 947 Stalls 108.00 5.54 51% 49, 0 0 NA NA
Tire Store 848 Service Bays NA 3.54 42% 58'!! 0 0 NA NA
Tire Store 848 KSF 24,87 4.15 43% 57'!! 0 0 NA NA
Wholesale Tore Store 649 Service Bays 30.55 3.17 47•~ 53'!! 0 0 NA NA
Supermarket 850 KSf' 102.24 10.50 5 1% 49'!! 0 0 NA NA
Convenien. Mkl (Open 24 hrs) 851 KSF' 737.99 52.41 51% 49'!! 0 0 NA NA
Convenien. Mkt. (Open 16 Hrs) 852 KSf' NA 34.57 49% 51'!! 0 0 NA NA
Convenien. Mkt w/ Gas Pumps 853 KS!'" 845.60 59.69 50% SO'l! 0 0 NA NA
Discount Supermarket 854 KSF' 96.82 8.90 50% 50'!! 0 0 NA NA
Who""'81e Markel 860 KSF 6.73 0.88 53% 47'!! 0 0 NA NA
Discount Oub 657
Home Improvement Store 862
Electronics Superstore 863
Toy/Children's Super-store 864
Apparel Store 876
Drugstore w/o Drive-Thru 880
Drugstore w/ Drive-Thro 881
Fumitl.J'eStore 890
Video Arcade 895
Video Rental Store 896
Walk-4n Bank 911
Drive-4n Bank 912
Drive-4n Bank 912
KSF'
KSF'
KSF
KSF'
KSf'
KSF'
KSF'
KSf'
KSF'
KSF'
KSF'
Drtve-tn Windows
KSF'
[ NA: Not Available
[DU: Dwelling Unit
41.80
29.80
45.04
NA
66.40
90.06
88.16
5.06
NA
NA
156.48
139.25
148.15
424 50% 50'!! 0 0 NA NA
2.37 48% 52'!! 0 0 NA NA
4.50 49% 51'!! 0 0 NA NA
4.99 50% 50'!! 0 0 NA NA
3.83 50% 50'!! 3.2 211 12 6 6
8.42 50% 50'!! 0 0 NA NA
10.35 50% 50'!! 0 0 NA NA
0.45 48% 52'!! 0 0 NA NA
56.81 52% 48'!! 0 0 NA NA
31.54 50% 50'!! 0 0 NA NA
12.12 44% 56'!! 0 0 NA NA
27.41 49% 51'!! 0 0 NA NA
25.82 50% 50'!! 0 0 NA NA
KSF2
• Units of 1,000 square feet
Fuel Position: # of vehicles that could be fueled simultaneously
August 20, 2024
Hunter Simmons
Fairhope Planning Department
555 S. Section Street
Fairhope, AL 36532
Re: Aubergine -Fire Flow
Dear Hunter:
Due to the recent phase 3 Water Conservation Plan, I fire flow test was not able to be conducted. However, we
do have historical fire flow data in this area. Below are previous results from fire flow data for the hydrant
located on Section Street:
Static: 53 psi
Residual: 51 psi
Pitot: 37 .5 psi
Observed Flow: 1,015 gpm
Calculated Flow at 20 psi: 4,612 gpm
As you can see, there is adequate fire flow available.
If you have any questions, please let me know ..
Sincerely,
Larry Smith, PE
lsmith@secivileng.com
9969 Windmill Road Fairhope, Alabama 36532 251-990-6566
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SD 24.22 - Aubergine (MOP)
City of Fairhope
Planning Commission
October 7, 2024
S SECTION STFAIRHOPE AVE
BERNHARDT LNS BANCROFT STSAXE LN
S CHURCH STN SUMMIT STDE LA MARE AVE
MINNICH CT
MASONIC DRN CHURCH STJOHNSON AVE
BELLANGEE ST
GENEVIEVE LN
SAINT JAMES AVE
S SUMMIT STN SECTION STN BANCROFT STBERNHARDT LNDE LA MARE AVE
µ
µ
Road
Zoning District:
B-1 Local Shopping District
B-2 General Business District
B-3b Tourist Resort Commercial Service District
P-1 Parking District
R-2 Medium Density Single-Family Residential District
Parcel
Project Name:
Aubergine
Site Data:
0.10 acres
Project Type:
4-unit Multiple Occupancy Project
Jurisdiction:
Fairhope Planning Jurisdiction
Zoning District:
B-2
PPIN Number:
68209
General Location:
West side of South Section Street,
North side of De La Mare Avenue
Surveyor of Record:
S.E. Civil
Engineer of Record:
S.E. Civil
Owner / Developer:
FST Farguson, Peter
School District:
Fairhope Elementary School
Fairhope Middle and High Schools
Recommendation:
Approved w/ Conditions
Prepared by:
Mike Jeffries
1 SD 22.13 412 Fairhope Ave – March 30, 2022
Summary of Request:
Request of Applicant, Peter Farguson and Fairhope Single Tax Corporation, for 4 unit Multiple Occupancy
Project (MOP) Approval of the Aubergine building located at 315 De La Mare Avenue. Aaron Collins of S.E. Civil
is the authorized agent for the project. Larry Smith is the engineer of record. The subject property is zoned B-
2 and within the Central Business District (“CBD”). The proposed plan adds two (2) residential units with the
addition of a second floor. The ground floor is currently one (1) retail space that will become two (2) retail
units.
Comments:
Utilities:
• A utility plan was submitted and has been reviewed and approved by the appropriate providers.
Each unit will have its own dedicated electric meter. Two (2) residential water service meters will
be added. There is existing sewer, electric, water, gas, and fiber optic tie ins in the immediate
vicinity.
• Garbage is city roll out bins stored in an existing green screen on alley side.
Parking:
• A traffic study was not required.
• Dwelling units must provide
parking in the CBD. There are two
(2) dwelling units upstairs and two
(2) parking spaces are provided in a
garage that is accessed from the
private alley. FST is amenable to
using the private side alley (FST
owned) and the adjacent property
owner, John Bethea, will provide a
3 ft easement in the rear for the
exterior door from the garage and
utility meters. A utility and
ingress/egress easement will need
to be recorded with probate.
Applicant also provided turning
radii for large and standard size
vehicles.
Drainage:
• Additional drainage spouts will be added on the alley side of the building to accommodate the
second floor. Per the engineer’s drainage letter the building’s roofline discharges water in the
existing private alley. The alley has an inverted crown that flows into the ROW of De La Mare
Avenue. The letter states that there will be no negative impacts to the adjacent properties.
Landscaping:
• The site does not have any landscaping and will not require a landscape plan.
2 SD 22.13 412 Fairhope Ave – March 30, 2022
Recommendation:
Staff recommends approval with conditions of case SD 24.22 Aubergine.
1. Record and provide a utility and ingress/egress easement granted by the norther property owner, John
Bethea.
I
455 MAGN(''.JA AV[
FAIRHOPE AL 36532 I
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UNIT 2 -1,259 1•--• I _J
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PARKING DATA
PARKING REQUIREMENT
TOTAL REQUIRED (1 SPACE/RES. UNIT)=
TOTAL PROVIDED=
LAND USAGE
DESCRIPTION
PROPERTY AREA
BUILDING AREA (UNDER ROOF)
IMPERVIOUS PAVING
GRASSED/LANDSCAPED AREA
I
10
I
I
20
AREA
0.103ACRES
0.097 ACRES
0.006ACRES
0 ACRES
I
40
SPACES
% OF PROPERTY AREA
94 .2%
5.8%
0%
SITE ANALYSIS
SITE ACREAGE (PROPOSED) I
±0.10 AC (4 ,500 SF )
REQUIRED PARKING
BUILDING HEIGHT
36'-8"
2 SPACES (SEE PARKING DATA)
JURISDICTION
C.O. FAIRHOPE
IMPERVIOUS AREA
0.10 AC (100%)
BUILDING SETBACKS:
FRONT YARD·
SIDE YARD:
REAR YARD·
MAXIMUM BUILDING HEIGHT·
MAX. GROUND COVERAGE RATIO
PROPOSED BUILDING COVERAGE
PROPOSED GREENSPACE
EXISTIN G
LEGEND
CURB & GUTTER
HEADER CURB
RIBBON CURB
I BUILDING (UNDER ROOF)
4,222 SF
PROVIDED PARKING
2 SPACES
ZONING
8-2 (CBD)
PERVIOUS AREA
0 AC (0 %)
REQUIRED
OFT
OFT
OFT
40'
NIA
4,222 SF (93.8%)
0.00AC
PR OPOS ED
0
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STANDARD PARKING QUANTITY 0
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ASPHALT PAVING
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SANITARY SEWER
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FIRE HYDRANT ASSEMBLY
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WATER METER
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SITE PLAN NOTES
1. ALL \I\ORKAND MATERIALS SHALL COMPLY \l\'ITH THE CITY OF FAIRHOPE REGULATIONS
AND CODES AS WELL AS O.S.H.A. AND ALDOT STANDARDS
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED
TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED
FOR SITE \/\ORK. ALL \/\ORK SHALL BE IN ACCORDANCE \l\'ITH GOVERNING AUTHORITIES
SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
3. THE SURVEY OF EXISTING CONDITIONS IS SHO\l\'N \l\'I THIN THESE PLANS. ALL EXISTING
CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING \/\ORK.
4. NOTIFY CITY OF FAIRHOPE INSPECTIONS 24 HOURS BEFORE THE BEGINNING OF EVERY
PHASE OF CONSTRUCTION .
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTAL
INSPECTIONS
6. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITE
\NH EN EVER LAND DISTURBANCE ACTI\/ITY IS IN PROGRESS.
7. CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED IN REQUIRED R.O.W. AND MUST BE
STORED WTHIN THE SITE.
8. DURING CONSTRUCTION, ACCESS ROADWAYS CONSTRUCTED OF AN ALL WEATHER SURFACE
CAPABLE OF SUPPORTING 75,000 POUNDS GROSS WEIGHT SHALL BE PROVIDED. THE WIDTH OF
THE ACCESS ROADWAY, DURING CONSTRUCTION, SHALL BE 20 FT PER STANDARD FIRE
PREVENTION CODE, LATEST EDITION
9. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONS
AT THE SITE; INCLUDING UTILITIES, SURFACES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR
ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANY
UNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES.
10. PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGS
SHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. NOTIFY THE
ENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS
11 . CONTRACTOR SHALL REFER TO THE ARCH. PLANS FOR EXACT LOCATIONS AND DIMENSIONS
OF EXIT PORCHES; PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE
LOCATIONS.
12. THE DIMENSIONS SHO\l\'N ARE TO THE FACE OF BUILDING UNLESS OTHER\l\'ISE NOTED
13 REFER TO STRUCTURAL PLANS FOR THE COLUMN GRID LAYOUT AND INFORMATION REQUIRED
TO LAYOUT THE BUILDING WTHIN THE FOUNDATIONS
14 NO CERTIFICATE OF OCCUPANCY \NILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN
COMPLETED.
15 GARBAGE TO BE PICKED UP BY CITY OF FAIRHOPE PUBLIC WORKS VIA ROLL OUT CANS
16. THE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED PLUMBING
CONTRACTOR AND CERTIFIED TO BE IN ACCORDANCE \l\'I TH PLANS AND SPECIFICATIONS
OF FAIRHOPE PUBLIC UTILITIES (FPU) PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING,
VALVES, FITTlNGS AND DEVICES SHALL BE IN ACCORDANCE WTH FPU SPECIFICATIONS
17. ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, AND
REQUIREMENTS OF FPU AND OTHER UTILITY PROVIDERS. THE CONTRACTOR SHALL BE
INTIMATE WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE
COMPLIANCE OF ALL SYSTEMS \l\'ITH THESE CODES.
18. THE SANITARY SEWER LINE SHALL BE TESTED FOR INFIL TRATION/EXFIL TRATION IN
ACCORDANCE \l\'ITH FPU STANDARDS & SPECIFICATIONS.
19. ALL PVC PIPE SHALL BE MARKED USING DETECTABLE UNDERGROUND UTILITY MARKER TAPE
TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND 3 INCHES IN WIDTH. MINIMUM TENSILE
STRENGTH SHALL BE 35 POUNDS AND TAPE SHALL ELONGATE NOT LESS THAN 80 PERCENT
BEFORE BREAKING. TAPE SHALL BE PERMANENTLY IMPRINTED \l\'ITH AN APPROPRIATE
LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE
20 . ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THE
BACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE. THE TAPE SHALL BE ATTACHED TO
FITTINGS, VALVES, HYDRANTS, ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT
THE SIGNAL TO THE TAPE \l\'ITHOUT HAVING TO DIG D0\1\'N TO THE PIPE.
21 . THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE
WTH NFPA-24. THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND FPU
PRIOR TO BACKFILLING AND TESTING.
22 WATER MAINS UNDER 4" SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241 .
PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 200 PSI, SDR 21 OR HEAVIER.
WATER MAINS 4"-12" SHALL CONFORM TO THE REQUIREMENTS OF AWNA C900, SDR 18 OR
HEAVIER
23 . THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF
EXISTING UTILITIES AS SHOW N ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS
UTILITY COMPANIES, AND \l\'HERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD.
THE INFORMATION IS NOTTO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT
\l\'ITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
24 ALL O.S.HA CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO.
25 . CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC
SAFETY ADJACENT TO THE CONSTRUCTION SITE
26 THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, W ARNING SIGNS,
LIGHTS AND OTHER TRAFFIC CONTROL DE VICES IN CONFORMITY W TH THE FEDERAL
HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS
AND HIGHWAYS, LATEST EDITION
27 . THE GAS SERVICE SHALL BE INSTALLED TO THE METER BY THE LOCAL GAS UTILITY. REFER
TO THE MECHANICAL/PLUMBING PLANS FOR THE METER LOCATION
28 . THE CONTRACTOR \NILL PROVIDE AND INSTALL ALL SECONDARY WRING AND CONDUIT FROM
THE PAD MOUNTED TRANSFORMER TO THE LOCATION OF THE METERS
29 . THE PROPOSED WATER MAIN SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED
WTH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND
TESTED PER AWNA STANDARDS. LEAKAGE TEST PERFORMED AT 200PSI FOR MINIMUM
OF 2 HOURS
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ADAMS
VERNEUILLE
A RCHITECTUREIINTERIO RS
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FA IRHOPE, AL 36532
(251)928-6041
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ADAMS
VERNEUILLE I
ARCHITECTUREIINTERIORS
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FA IRHOPE, AL 36532
(251)928-6041
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Parcel Number Pin Owner Name Address Address2
05 -46 -03 -37 -0-602 -002 .518 68209 FST FARGASON, PETER ROBINSON TRU! 256 GEORGE ST
05 -46 -03 -37-0-602-002 .506 14360 FST AND 328 FAIRHOPE AVE LL C 455 MAGNOLIA AVE STE C-1
05-46-03-37 -0-006-043 .509 78859 FST AND PARKING AUTHORITY/CITY OF 336 FAIRHOPE AVE
05-46-03-37 -0-602 -002 .508 14567 FST AND WCS INVESTMENTS LL C 6112 SADDLEWOOD LN
05-46-03-37-0-602-003 .504 15174 FST AND DELAMARE PLACE LL C PO BOX 506
05 -46-03-37 -0-602 -003 .506 64920 FST AND BRUNSON, RICHARD HENRY E" 19229 SCENIC HWY 98
05 -46 -03 -37 -0-602-002.509 64697 FST AND FAIRHOPE SINGLE TAX CORP 336 FAIRHOPE AVE
05-46-03-37-0-006-043 .501 14358 FST AND HATFIELD BALDWIN LL C PO BOX 1662
05-46-03-37-0-602-002 .507 15230 FST FARGASON, PETER ROBINSON TRU! 256 GEORGE ST
05-46-03-37-0-602-002 .505 14853 FST AND WORD, ELIZABETH JOY 305 MOBILE ST S
05 -46 -03 -37-0-006-043.502 64918 FST AND C&CB, LLC 9051 PINE RUN
05-46-03-37-0-602-002 .504 14982 FST AND HAAS-PRICE L LC 2853 CASCADES CT
05 -46-03-37-0-602-002 .510 117543 FST MILLER, ANN YATES AS TRUSTEE 01101 S MOBILE ST APT 2
05-46-03-37-0-602-002 .514 29926 FST AND DE LA MARE L LC PO BOX 6639
05-46-03-37-0-602-002 .519 78874 FST AND FAIRHOPE SINGLE TAX CORP 336 FAIRHOPE AVE
City State Zip Property Street Number Property Street Name
FAIRHOPE AL 36532
FAIRHOPE AL 36532
FAIRHOPE AL 36532
FAIRHOPE AL 36532
POINT CLEAR AL 36564
FAIRHOPE AL 36532
FAIRHOPE AL 36532
FAIRHOPE AL 36533
FAIRHOPE AL 36532
FAIRHOPE AL 36532
SPANISH FORT AL 36527
DAPHNE AL 36526
FAIRHOPE AL 36532
MONTROSE AL 36559
FAIRHOPE AL 36532
STATE OF /4..LAiAM/4..
IAL8WIN COUNTY
I, TEDDY J. FAUST, JR., Revenue Cemmissiene r
in and for said State and County, do here•Y
certify that this is a true and correct copy of the
recerds of this office .
Revenue
315 DE LA MARE
328 FAIRHOPE AVE
0 DE LA MARE AVE
334 FAIRHOPE AVE
314 DE LA MARE
328 DE LA MARE
336 FAIRHOPE AVE
306 DE LA MARE
332 FAIRHOPE AVE
324 FAIRHOPE AVE
302 DE LA MARE
320 FAIRHOPE AVE & DE LA MAR
380 FAIRHOPE AVE
323 DE LA MARE AVE
0 DE LA MARE
August 12 , 2024
Re: Aubergine MOP-315 De La Mare Ave
Dear Fairhope Resident:
The City of Fairhope Resolution No. 2018-03 requires all property owners adjacent to property
being considered for development approval to be notified by mail. The Baldwin County Revenue
Office provided your information as a current adjacent property owner to the proposed
development request described below.
FST Fargason Properties LLC is requesting city approval for Aubergine MOP -315 De La Mare
Avenue. This development will consist of two commercial units (existing) and two proposed
residential units. The property is located at 315 De La Mare A venue. The parcel number of the
property is 05-46-03-37-0-602-002.518 .
S.E. Civil Engineering will hold a Community Meeting at 12:00 PM at our office at 9969
Windmill Road , in Fairhope , Alabama, on August 19 , 2024. Please note this is an informational
meeting only. The city staff and Planning Commission will not be present.
Should you have any questions or concerns , please contact me at (251 )-990-6566.
Sincerely,
Larry Smith, PE
lsmi th@ secivileng .com
9969 Windmill Road Fairhope , Alabama 36532 251-990-6566
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ADAMS
VERNEUILLE
ARCHITECTURE IINTERJORS
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AUBERGINE MOP COMMUNITY MEETING
SIGN IN
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ADDRESS
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PHONE
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September 12, 2024
Mr. Mike Jeffries, QCI
City of Fairhope
Development Services Manager
555 S. Section Street
Fairhope, AL 36532
Re: SR 24.04 and SD 24.22 Aubergine -Drainage Letter
S.E. Civil Project #20241375
Dear Mike:
The existing Aubergine Buildings roof lines discharge water into the existing private alley. The alley has
an inverted crown that flows into the right of way of De La Mare. The proposed improvements will not
alter the existing flow patterns and will not add any additional impervious areas. Therefore there will be
no negative impacts to the adjacent properties.
Please let me know if you have any questions or need any additional information.
Sincerely,
Larry Smith, PE
Partner
251-990-6566
9969 Windmill Road Fairhope, Alabama 36532 251-990-6566
August 15, 2024
Aaron Collins
S.E. Civil Engineering
RE: Service Availability – Aubergine Renovation – 315 De La Mare Ave, #A
Dear Mr. Collins,
This letter is in response to your request for information on the availability of service at the
above location by AT&T.
This letter acknowledges that the above referenced property is located in an area served by
AT&T. Any service arrangements for this location will be subject to later discussions and
agreements between the developer and AT&T. Please be advised that this letter is not a
commitment by AT&T to provide service to this location.
Please contact me at the phone number included in this letter with any questions.
Thank you for contacting AT&T.
Sincerely,
Wade Mitchell
Senior – OSP Design Engineer
AT&T Alabama
2155 Old Shell Rd
Mobile, Alabama 36607
Gulf District/ Mobile Office
ZC 24.06 - Eastlake Village
City of Fairhope
Planning Commission
October 7, 2024
COUNTY RD 48
CONTI CT
FAIRHOPE AVE
ROYAL LNMAJORS RUNGIRBY AVE
GAYFER RD EXT
BLUEBERRY LNJ MICHAEL STNORMANDY STSALVADOR STSTRATFORD STAYRSHIRE LNSTATE HWY 181KNOLLWOOD AVE
GILBREATH AVE
NOBLEMAN DRLOWRY DRCANYON DR
TIFTON WAY
FAIRHOPE AVE COUNTY RD 48
KNOLLWOOD AVE
STATE HWY 181GIRBY AVE
NORMANDY STGAYFER RD EXT
FALLS CREEK STLOWRY DR
HUCKNALL DR
Road
B-2 General Business District
PUD - Planned Unit Development
R-1 Low Density Single-Family Residential District
R-2 Medium Density Single-Family Residential District
R-3 High Density Single-Family Residential District
RA - Residential/Agriculture District
µ
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Project Name:
Park City
Site Data:
75.73 acres
Project Type:
Rezone to PUD - Mixed Use
Jurisdiction:
Fairhope Planning Jurisdiction
Zoning District:
PUD
PPIN Number:
236701, 24160, 316793
General Location:
West side of State HWY 181, north of
Fairhope Avenue
Surveyor of Record:
S.E. Civil
Engineer of Record:
S.E. Civil
Owner / Developer:
181 Fairhope Ave 2023, LLC
School District:
Fairhope Elementary School
Fairhope Middle and High Schools
Recommendation:
Denial
Prepared by:
Hunter Simmons
Summary of Request:
Figure 1: Proposed Development Plan
Applicant, 181 Fairhope Ave 2023, LLC. requests to rezone three (3) parcels of approximately 75.87 acres from
Planned Unit Development (“PUD”) to Planned Unit Development (“PUD”). The proposed case, if approved,
would replace the existing PUD known as the Klumpp PUD. The new PUD is to be known as Eastlake Village
PUD and is located on the west side of State Highway 181 between Gayfer Road Ext. and Fairhope Avenue.
Nequette Architecture & Design and S E Civil, LLC are authorized agents.
Adjacent properties to the west are residentially zoned within
the City of Fairhope. Properties to the south (across Fairhope
Ave) are within the City of Fairhope and zoned R-2 with some
B-2 near the intersection of Hwy 181. Properties to the north
(across Gayfer Rd Ext.) and to the east (across Hwy 181) are
outside of the City of Fairhope and have a mixture of
commercial and residential zoning districts (all zoned by
Baldwin County).
The project proposes a variety of uses. In total, there are 610
dwelling units with 206,600 GSF of commercial space. Included
within the commercial square feet is a 130-room hotel. A
breakdown of each unit type was included in the legend of the
Development Plan, which is included in Figure 2. Full plans are
available in the packet.
Figure 2: Dev. Plan Legend
Recent History:
The existing PUD, known as the Klumpp PUD, was amended three times and ultimately consisted of 12 commercial
lots (~19 acres), up to 233 residential units (41.03 acres), and ~10.63 acres restricted to convalescent, nursing, or
assisted living. The PUD site plan is reflected in Figure 3. An approved preliminary plat altered the layout slightly,
including a reduction of the acreage in Unit 3 due to the creations of wetlands. The application for this PUD seeks to
replace the existing PUD in its entirety.
Figure 3: Klumpp PUD Site Plan
Comments:
Per the 2016 Comprehensive Plan, Fairhope Ave and Hwy 181, is a proposed “Village Node”. The draft comprehensive
plan currently under review, acknowledges the same nodes, but encourages more complete design requirements added
to the Zoning Ordinance and Subdivision Regulations. In any case, undeveloped properties near this intersection within
the City of Fairhope will likely develop more densely than most other areas within the City.
To accommodate and encourage the appropriate developments within the Village Nodes, three zoning districts were
created known as the Village Districts. Individually, they are the Community Village Center (CVC), Neighborhood Village
Center (NVC), and Village Residential Mix (VRM). Thus far, there has not been development of a Village District as laid
out in Article VI of the City of Fairhope Zoning Ordinance.
Staff encourages denser, more pedestrian-friendly, development near nodes, but we do not support the project as
currently proposed. While a Planned Unit Development (PUD) is intended to offer flexibility for innovative
developments, more information is generally needed to evaluate a proposed project. In 2020, the City amended the
Zoning Ordinance to require more information with PUD applications. Being a speculative development, the Applicant
is unable to provide building elevations (Art.V,Sec.A.j.v), materials for hardscapes, trails and sidewalks (Art.V,Sec.A.m ),
landscape plans (Art.V,Sec.A.r), character of common open space (Art.V,Sec.A.s), etc. In which case, Staff feels the
Village Standards would be a more appropriate zoning designation than a PUD.
Understandably, the aforementioned plans require an investment with no guarantee of approval. Furthermore,
approval of a detailed plan ‘locks in’ a commitment and that can be challenging when flexibility is the prime focus.
Conversely, the City’s policies and guidelines are designed to maintain a sense of place that is unique to Fairhope.
Exceptions to standards should be reviewed carefully. Exceptions with this application are significant and possibly
precedent setting. A few examples include:
• Increased building height: As shown on the proposed Density and Height Map, 27 buildings are proposed with
a height of 50’, three buildings (hotel and apartments) are 65’. Base zoning (CVC or VRM) would limit height to
35’.
• Reduced Setbacks: Side setbacks are reduced to 0’ (from 6’) for two-family structures. Rear setbacks are
reduced to 5’ (from 30’) for townhomes and multifamily structures.
• Increased principle structure coverage (85% instead of 40-65%) and increased impervious coverage (85% instead
of 65-75%)
• Larger parking lots than are allowed in base zoning.
• Drive-thru isles in front of buildings.
• Width to building height ratios greater than 3:1.
• Reduced transparency requirements on buildings.
Staff and the Applicant are at an impasse and the Applicant would like to proceed with the application to determine if
Planning Commission/City Council agrees with Staff, which is fair and reasonable. The first draft staff reviewed is
provided below, along with a comparison of the density and uses proposed between the first iteration and the last.
Granted, this plan was a preliminary draft before an official application was submitted to the City. Nonetheless, what
was eventually submitted differs significantly from the below proposed plan that was discussed between Applicant and
Staff.
Above Plan Proposed Plan (with this Application)
90 cottages/townhomes 69 townhomes
103 Multi-family DU’s 339 Multi-family DU’s
140 Mixed-Use DU’s (Mixed-use units not delineated from above)
165 Active Adult DU’s 151 Active Adult DU’s
50 Hotel Rooms 130 Hotel Rooms
70,000 GSF Retail/Office ~100,000 GSF Commercial
33 Two-family DU’s
51 Single-Family Lots
498 Dwellings Units 643 Dwelling Units
50 Hotel Rooms 130 Hotel Rooms
70,000 GSF Retail/Office ~100,000 GSF Commercial
Natural drainage prompted alterations to the initial plan resulting in less developable acreage. The desire for more
density, on less developable land, seems to prompt many of the exceptions requested. Drainage is required, so we
must ask what is being exchanged for more density. Perhaps this density is necessary to make the proposed project
financially viable. While we do not ignore economic viability, Staff’s review focuses on the existing regulations and
guidance, along with compliance with those regulations. In Staff’s opinion, the proposed plan captures many of the
positive aspects of the Village Districts, but believes the requested exceptions sans consideration of other aspects of the
Zoning Ordinance, may set new precedence if approved that could influence development patterns on other properties
in Village and Commercial Nodes.
Article II, Section C(e)
Criteria – The application shall be reviewed based on the following criteria:
(1) Compliance with the Comprehensive Plan; Both the currently effective and most recent
draft of the Comprehensive Plan suggest this area be a node with a combination of uses
both commercial and residential; however, the proposed Comprehensive Plan suggests
additional criteria such as consistent design guidelines for a development of this capacity
located at a premier location, which is lacking in this submittal. Furthermore, Staff believes
there are too many exceptions proposed with this application.
(2) Compliance with the standards, goals, and intent of this ordinance; PUDs encourage
flexibility, but there needs to be compromises that reflect the spirit of the Zoning Ordinance.
Height and density for the sake of height and density and without regard to other aspects of
the Ordinance such as usable open/greenspace and/or other amenities that enhance the
development do not comply with the standards, goals, and intent of the ordinance.
(3) The character of the surrounding property, including any pending development activity; a
development such as this, in general, fits the character of the surrounding property so long
as other measures are taken in the way of buffers along the city zoned R-2. A Village Center
should provide Civic Open spaces for this project and the surrounding community.
(4) Adequacy of public infrastructure to support the proposed development; Upsizing
provisions of City regulations will certainly apply to a project of this scale. Financial
contributions and scheduling should be taken into account and formalized in a Development
Agreement. Currently, the Applicant has not formalized a phasing plan and would like to
develop as market conditions dictate.
(5) Impacts on natural resources, including existing conditions and ongoing post-development
conditions; Unlike the Klumpp PUD, the proposed plan preserves the wetland areas. Onsite
and in-kind mitigation is not required. Buffers are required which likely activity within
certain distances of wetlands and streams, both of which are present on the subject
property.
(6) Compliance with other laws and regulations of the City;
As previously stated, the significant exceptions proposed do not align with current
regulations. Suggested guidelines were included with the application, but there are
numerous conflicts between those guidelines and the intent of the Village Districts.
(7) Compliance with other applicable laws and regulations of other jurisdictions; ALDOT and the
CORP are aware of the proposed project. Any follow-up Subdivision Cases would require
more detailed information that would be reviewed for compliance with all pertinent laws
and regulations.
(8) Impacts on adjacent property including noise, traffic, visible intrusions, potential physical
impacts, and property values; and,
A traffic study was provided, but one road was removed. Staff is unclear how this would
affect the traffic Study, but all requirements shall be met at time of Subdivision. A 45’ buffer
is provided next to adjacent residential property that is intended to be planted with a multi-
modal path connecting Gayfer Rd and Fairhope Ave.
(9) Impacts on the surrounding neighborhood including noise, traffic, visible intrusions,
potential physical impacts, and property values.
Many of the surrounding property lies within Baldwin County jurisdiction. Substantial
landscape requirements and strict sign guidelines should be required to ensure
development instills a sense of place unique to Fairhope.
The proposed development guidelines and plans are included in the packet. Plans were separated by Staff,
rotated and reinserted at the end of the document for easier review.
In summary, the proposed plan, if considered a PUD, lacks significant details that constitute a PUD per the
recently revamped PUD regulations in 2020. The proposed plan also does not fit any of the Village Districts in
its current iteration.
Staff Recommendation:
Staff recommends denial of Case ZC 24.06 Eastlake Village PUD.
COMMUNITY GUIDELINES FOR
DEVELOPER:
PREPARED BY:
MAY 2024
707 Belrose Ave, Daphne, AL 36526
251-625-1198
181 Fairhope Ave 2023, LLC
707 Belrose Ave.
Daphne, AL. 36526
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EASTLAKE
VILLAGE
LOGO
July 2024
PUD SUBMITTAL FOR
August 2024
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A. Preface....................................................................................................
B. Legal Description..................................................................................
C. Owner Information ..............................................................................
D. Development Objectives.......................................................................
E. Statement of Compliance and Comprehensive Plan ..............................
F. Intent to Sell Statement ..........................................................................
G. Development Schedule ..........................................................................
H. Land Use Plan with % Breakdown .........................................................
I. Maintenance Plan ..................................................................................
J. Site Plan ................................................................................................
K. Denisty Map .........................................................................................
L. Lot Plan ................................................................................................
M.Development Plan .................................................................................
N. Open Space Map ...................................................................................
O. Pedestrian Map .....................................................................................
P. Allowable Uses by District...........................................................................
Q. Bulk & Density..........................................................................................
R. Open Spaces..............................................................................................
S. Streetscape................................................................................................
T. Parking....................................................................................................
U. Private Frontages.......................................................................................
V. Pattern Book.............................................................................................
1. Modern Farmhouse ...........................................................................
2. Craftsman ........................................................................................
3. Southern Mercantile ...........................................................................
4. Coastal ............................................................................................
Table of Contents
A. Preface....................................................................................................3
B. Legal Description...................................................................................3
C. Owner Information ................................................................................3
D. Development Objectives........................................................................4
E. Statement of Compliance and Comprehensive Plan ..............................4
F. Intent to Sell Statement ..........................................................................4
G. Development Schedule ..........................................................................4
H. Aerial Overlay........................................................................................5
I. Land Use Plan with % Breakdown ........................................................6
J. Maintenance Plan ...................................................................................7
K. ALTA Survey.........................................................................................8
L. Lot Plan ..................................................................................................9
M. Greenspace Plan...................................................................................10
N. Development Plan ................................................................................11
N. Density and Height Map.......................................................................12
O. Phasing Plan.........................................................................................13
P. Open Space Map ..................................................................................14
Q. Pedestrian Map ....................................................................................15
R. District Boundaries...............................................................................16
S. Allowable Uses by District...................................................................17
T. Bulk & Density.....................................................................................18
U. Open Spaces.........................................................................................21
V. Streetscape............................................................................................24
W. Parking.................................................................................................25
X. Private Frontages..................................................................................27
Y. Pattern Book.........................................................................................28
1. Modern Farmhouse .............................................................................28
2. Craftsman ............................................................................................37
3. Southern Mercantile ............................................................................42
4. Coastal .................................................................................................48
A. Preface
The Park City Design Guidelines address the overall planning, architectural, aesthetics and sustainability concepts established
for all neighborhood plans, new buildings, building additions, sitework, landscaping and signage. These guidelines contain
information that inform, guide and govern Park City’s overall design and character. The purpose of these guidelines is to
facilitate the crafting of a memorable community with a high level of predictability and enduring value. These guidelines are
based on well established architectural and town planning traditions commonly found in our most beloved American towns.
These thoughtful traditions form the basis of street and open space layout and design, mixture of uses, building placement, and
architectural standards found herin.
Local municipal Zoning Ordinances should continue to be applicable to issues not covered by these guidelines. All designs
must be compliant with applicable government zoning, building and engineering codes. In case of contridiction with local
safety codes, these guidelines shall be adjusted in collaboration with the Park City Design Review Committee.
Owners are responsible for complying with all local, state and federal codes, and for obtaining permits from those relevant
agencies.
B. Legal Description
C. Owner Information
33
COMMENCE AT THE RECORD LOCATION OF A RAILROAD SPIKE AT THE NORTHEAST CORNER OF
SECTION 15, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA AND RUN
THENCE NORTH 89 DEGREES 51 MINUTES 12 SECONDS WEST, ALONG THE NORTH LINE OF SAID
SECTION, A DISTANCE OF 1,320.21 FEET; THENCE RUN SOUTH 00 DEGREES 31 MINUTES 02
SECONDS WEST, A DISTANCE OF 30.00 FEET TO A HALF INCH CAPPED REBAR FOUND ON THE
SOUTH RIGHT-OF-WAY OF GAYFER ROAD EXTENSION AND THE NORTHEAST CORNER OF WHITE
GROVE SUBDIVISION, UNIT TWO, AS SHOWN BY MAP OR PLAT THEREOF RECORDED AT SLIDE
1344-B, PROBATE RECORDS, BALDWIN COUNTY, ALABAMA FOR THE POINT OF BEGINNING:
THENCE DEPARTING SAID SUBDIVISION, RUN SOUTH 89 DEGREES 49 MINUTES 21 SECONDS
EAST, ALONG THE SOUTH RIGHT-OF-WAY OF SAID GAYFER ROAD EXTENTION, A DISTANCE OF
1282.66 FEET TO A HALF INCH CAPPED REBAR FOUND (LS #19254) ON THE WEST RIGHT-OF-WAY
OF STATE HIGHWAY 181; THENCE RUN SOUTHERLY, ALONG THE WEST RIGHT-OF-WAY OF SAID
STATE HIGHWAY 181, THE FOLLOWING COURSES, TO WIT: SOUTH 00 DEGREES 53 MINUTES 31
SECONDS WEST, A DISTANCE OF 1995.96 FEET TO A HALF INCH CAPPED REBAR SET (CA-1167-LS);
SOUTH 04 DEGREES 53 MINUTES 45 SECONDS WEST, A DISTANCE OF 100.24 FEET TO A HALF INCH
CAPPED REBAR FOUND (ILLEGIBLE); SOUTH 00 DEGREES 53 MINUTES 13 SECONDS WEST, A
DISTANCE OF 407.00 FEET TO A HALF INCH CAPPED REBAR FOUND (LS #19254); SOUTH 45
DEGREES 31 MINUTES 54 SECONDS WEST, A DISTANCE OF 132.23 FEET TO A HALF INCH CAPPED
REBAR SET (CA-1167-LS) ON THE NORTH RIGHT-OF-WAY OF FAIRHOPE AVENUE; THENCE RUN
WESTERLY, ALONG THE NORTH RIGHT-OF-WAY OF SAID FAIRHOPE AVENUE, THE FOLLOWING
COURSES, TO WIT: NORTH 83 DEGREES 48 MINUTES 43 SECONDS WEST, A DISTANCE OF 67.36
FEET TO A HALF INCH CAPPED REBAR SET (CA-1167-LS); NORTH 89 DEGREES 46 MINUTES 35
SECONDS WEST, A DISTANCE OF 200.00 FEET TO A HALF INCH CAPPED REBAR SET (CA-1167-LS);
SOUTH 86 DEGREES 13 MINUTES 10 SECONDS WEST, A DISTANCE OF 100.24 FEET TO A HALF INCH
CAPPED REBAR SET (CA-1167-LS); NORTH 89 DEGREES 46 MINUTE
C. Owner Information
181 Fairhope Ave 2023, LLC
707 Belrose Avenue
Daphne, AL. 36526
The Eastlake Village Design Guidelines address the overall planning, architectural, aesthetics and sustainability concepts
established for all neighborhood plans, new buildings, building additions, sitework, landscaping and signage. These
guidelines contain information that inform, guide and govern Eastlake Village’s overall design and character. The purpose of
these guidelines is to facilitate the crafting of a memorable community with a high level of predictability and enduring value.
These guidelines are based on well established architectural and town planning traditions commonly found in our most
beloved American towns. These thoughtful traditions form the basis of street and open space layout and design, mixture of
uses, building placement, and architectural standards found herein.
Local municipal Zoning Ordinances should continue to be applicable to issues not covered by these guidelines. All designs
must be compliant with applicable government zoning, building and engineering codes. In case of contradiction with local
safety codes, these guidelines shall be adjusted in collaboration with the Eastlake Village Design Review Committee.
Owners are responsible for complying with all local, state and federal codes, and for obtaining permits from those relevant
agencies.
D. Development Objectives
Park City Village is located in the heart of Fairhope, providing a central location for residents, business owners, and visitors
to gather. Walkability is a priority at Park City, designed to offer all you need in your daily circle. As you enter the village you
will see an orchestrated streetscape of human scaled buildings that engage the sidewalks, further encouraging walking as a
preferred means of travel. Whether shopping, dog-walking, or meeting a friend at a local coffee shop, the carefully planned
site lines pull occupants into the village’s many access points. The wide sidewalks activate the storefronts and become a hub
of activity as they surround the large central green. Park City is composed of many living and work experiences that include
local retail storefronts, a central lawn, multiple smaller greens, band shell and event lawn, a hotel, apartments, townhomes and
private offices. With such a variety of choices, Park City provides multiple opportunities for connection and growth through
thoughtful planning and design. Enjoy being just a walk away from everything.
E. Statment of Compliance & Comphrensive Plan
Park City, located on 75 acres at the northwest corner of Fairhope Ave and Highway 181, presents a unique development
opportunity for East Fairhope. Historically, economic and social demand gravitated to West Fairhope and Mobile Bay. Looking
forward, East Fairhope presents the logical growth opportunity for this community. Park City is located on an anticipated
“Village Node”, with easy access to the downtown core and in and out of Fairhope. The area was identified in Fairhope’s
comprehensive plan as a location that would see significant development pressure and where the city would need to be
deliberate in attempts to create a new village, complimentary to the downtown core.
The Park City PUD proposes the creation of a new village anchored by a community village center (CVC) district on the corner
of 181 and Fairhope Ave. The commercial district transitions to a village residential mix district (VRM) as it moves north
and west, blending with the neighboring residential communities. The focus for Park City is to create a walkable, mixed-use
village. The streetscape within the village and connectivity, both internal and to the surrounding area, are vital. The density of
the project overall is in line with a VRM district and offers significant open space, trails, wetland buffers, recreation amenities,
as well as a community green and band shell. With a focus on architectural character, streetscape, and public realm that are
in line with Fairhope’s identity, Park City would be directly in line with development in East Fairhope as outlined in the city’s
comprehensive plan.
F. Intent to Sell Statement
G. Development Schedule
44
This statement serves to inform the relevant parties and authorities of our intention to proceed with the sale of
various parces within the planned unit development. We affirm that all information provided herein is accurate
and true to the best of our knowledge.
Eastlake Village is located in the heart of Fairhope, providing a central location for residents, business owners, and visitors
to gather. Walkability is a priority at Eastlake Village, designed to offer all you need in your daily circle. As you enter the
village you will see an orchestrated streetscape of human scaled buildings that engage the sidewalks, further encouraging
walking as a preferred means of travel. Whether shopping, dog-walking, or meeting a friend at a local coffee shop, the
carefully planned site lines pull occupants into the village’s many access points. The wide sidewalks activate the storefronts
and become a hub of activity as they surround the large central green. Eastlake Village is composed of many living and
work experiences that include local retail storefronts, a central lawn, multiple smaller greens, band shell and event lawn, a
hotel, apartments, townhomes and private offices. With such a variety of choices, Eastlake Village provides multiple
opportunities for connection and growth through thoughtful planning and design. Enjoy being just a walk away from
everything.
Eastlake Village, located on 75 acres at the northwest corner of Fairhope Ave and Highway 181, presents a unique
development opportunity for East Fairhope. Historically, economic and social demand gravitated to West Fairhope and
Mobile Bay. Looking forward, East Fairhope presents the logical growth opportunity for this community. Eastlake Village
is located on an anticipated “Village Node”, with easy access to the downtown core and in and out of Fairhope. The area
was identified in Fairhope’s comprehensive plan as a location that would see significant development pressure and where
the city would need to be deliberate in attempts to create a new village, complimentary to the downtown core.
The Eastlake Village PUD proposes the creation of a new village anchored by a community village center (CVC) district on
the corner of 181 and Fairhope Ave. The commercial district transitions to a village residential mix district (VRM) as it
moves north and west, blending with the neighboring residential communities. The focus for Eastlake Village is to create a
walkable, mixed-use village. The streetscape within the village and connectivity, both internal and to the surrounding area,
are vital. The density of the project overall is in line with a VRM district and offers significant open space, trails, wetland
buffers, recreation amenities, as well as a community green and band shell. With a focus on architectural character,
streetscape, and public realm that are in line with Fairhope’s identity, Eastlake Village would be directly in line with
development in East Fairhope as outlined in the city’s comprehensive plan.
Initial Development (to proceed into design after planning and zoning approvals) will include master
infrastructure and a focus around getting the village core in Phase F and Phase M activated thru construction of
residential units to support and attract commercial tenants.
Future Phases would radiate out from the central green as the market demand dictates.
See Phasing Plan on page 12
I. Maintenance Plan
67
1. Purpose:
The purpose of this Common Area Maintenance (CAM) plan is to ensure the upkeep and maintenance of
all common areas within the property managed by the association of property owners.
2. Definition of Common Areas:
Common areas include but are not limited to:
Landscaped areas
Parking lots
Walkways and sidewalks
Exterior lighting
Common building exteriors (if applicable)
Recreational facilities (if applicable)
3. Responsibilities:
The association of property owners (hereafter referred to as "the Association") is responsible for the
maintenance, repair, and replacement of common areas.
Individual property owners are responsible for reporting any issues related to common areas to the
Association promptly.
4. Maintenance Schedule:
Regular inspections and maintenance activities shall be conducted on a [monthly/quarterly/annual] basis to
ensure the proper upkeep of common areas.
Tasks include:
Lawn care and landscaping
Snow and ice removal (seasonal)
Cleaning and maintenance of walkways
Inspection and maintenance of exterior lighting
Repainting or repairs of common building exteriors (as needed)
Repair and upkeep of recreational facilities (as needed)
5. Funding:
The funding for CAM activities shall be sourced from maintenance fees collected from property owners on
a [monthly/quarterly/annual] basis.
Budgeting for major repairs or replacements shall be planned and communicated to property owners in
advance.
6. Reporting:
The Association shall provide regular updates to property owners regarding CAM activities, including
financial reports and planned maintenance schedules.
7. Amendments:
This CAM plan may be amended by the Association with due notice to property owners.
8. Enforcement:
Property owners are expected to adhere to the rules and regulations set forth in this CAM plan.
Non-compliance may result in penalties or fines.
J.
⚫
Table 3-1: Use table
Zoning District
Uses Categories /
Specific Uses R-A R-1(a,b,c) R-2 R-3 TH R-3 P/GH R-3 R-4 R-5 R-6 B-1 B-2 B-3a B-3b B-4 M-1 M-2 PUD VRM NVC CVC HTD Dwelling Uses in the PUD District shall be specified based on a development plan according to the standards and procedures of this ordinance
Single-family ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Two-family ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Townhouse ⚫ ⚫ ⚫
Patio Home
Multiple-family / Apartment ⚫
Manufactured Home
Mixed-use ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Accessory Dwelling
Estate ⚫
Civic
Elementary School ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Secondary School ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Education Facility ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Library ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Place of Worship ⚫
Cemetery
Hospital
Public Open Space ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Common Open Space ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Community Center or Club
Public Utility
Office
General ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Professional ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Home Occupation
Retail
Grocery ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Convenience Store
General Merchandise ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Shopping Center ⚫
Automobile Service Station
Outdoor Sales Limited
Outdoor Sales Lot
Garden Center
Service
Convalescent or Nursing Home ⚫ ⚫
Clinic
Outdoor Recreation Facility ⚫
Day Care ⚫ ⚫ ⚫
General Personal Services ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Mortuary or Funeral Home
Automobile Repair ⚫ ⚫ ⚫
Indoor Recreation ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Dry Cleaner / Laundry ⚫
Personal Storage
Bed & Breakfast ⚫ ⚫ ⚫ ⚫ ⚫
Hotel / Motel
Boarding House or Dormitory ⚫ ⚫ ⚫ ⚫ ⚫ ⚫ ⚫
Recreational Vehicle Park
Restaurant ⚫ ⚫ ⚫ ⚫
Bar ⚫ ⚫ ⚫ ⚫
Entertainment Venue ⚫
Marina
Kennel or Animal Hospital
Warehouse ⚫ ⚫
Junk Yard or Salvage Yard
Manufacturing
Limited ⚫ ⚫ ⚫ ⚫
Light ⚫ ⚫
General ⚫
Food Processing
Rural
Agriculture ⚫
Rural Market ⚫
Plant Nursery ⚫
⚫ Permitted subject to general ordinance standards and conditions.
Permitted subject to special conditions listed in the ordinance
Permitted only on appeal and subject to special conditions
⚫
17
S. Allowable Uses by District
18
T. Bulk and Density
VRM – Village Residential Mix
0. Deviations from Base Zoning District
1. Two-Family dimensional standards do not meet base VRM district - see table 5.1.
2. Townhouse dimensional standards do not meet base VRM district - see table 5.1.
3. Three-story multifamily buildings with six or more units will exceed the 35' height limit.
4. Two-family and Multifamily buildings will not meet the required front porch widths (50% of street-facing facade)
5. Off-street parking areas will exceed 40 stalls.
6. Multi-family parking loads will not meet 2 stalls / dwelling unit.
7. Shared drive requirements reduced from 65' to 45' lot width minimum.
1. Intent – The special standards listed in this section for the Village Residential Mix district are intended to:
• provide a mix of residential types that are designed to form a compact, compatible, and stable
neighborhood;
• provide compact, walkable neighborhoods;
• provide development that supports the scale and character of existing neighborhoods;
• develop land use arrangements that consider the compatibility of adjacent activities;
• encourage design that enhances pedestrian interest and provides a pleasant and diverse pedestrian
experience;
• provide places for social interaction and recreation;
• promote a sustainable future, and encourage and develop connections between environmental quality and
economic vitality;
• create focal points in neighborhoods, such as parks, schools, parkways, street trees, and other amenities;
• support the development of artistic, cultural and recreational opportunities; establish and maintain
neighborhoods with a sense of community and ties to neighborhood-based businesses;
• coordinate land use and transportation planning to ensure that the transportation system can accommodate
potential travel demand;
• support the development of a comprehensive pedestrian and bicycle network with linkages to and between
residential and commercial areas.
2. Location, Size and Density – A newly established VRM district shall be at least five acres. However, a
smaller parcel may be rezoned VRM if it is contiguous to an existing VRM district or separated only by a public
right-of-way, and all other standards and conditions for the VRM district as a whole are met. The overall gross
density for a Village Residential Mix district shall be between 4.5 and 10 dwelling units per acre, subject to the
following:
a. VRM districts between 4.5 and 6 dwelling units per acre shall provide at least 10% of the overall district as
open space.
b. VRM districts greater than 6 but less than 8 dwelling units per acre shall provide at least 15% of the overall
district as open space.
c. VRM district with 8 to 10 dwelling units per acre shall provide at least 20% of the overall district as open
space.
d. Accessory dwelling units shall not count towards density requirements provided:
(1) accessory dwelling units shall have a maximum floor area of 750 square feet; and
(2) the owner of the lot shall be a resident of the primary dwelling unit or the accessory dwelling unit at all
times.
3. Uses – Uses allowed in the VRM district are specified in Article III, Section B. A VRM district shall have at
least 3 different types of dwellings in Table 3-1: Use Table subject to the following:
a. no more than 50% of the dwellings for the entire district may be of any one type listed in the use table;
b. no more than 70% of the dwellings for the entire district may be of any two types listed in the use table;
and
c. at least 70% of the dwellings shall be within 1,980 feet of an intersection of two arterial streets. This
distance shall be measured along public right-of-way or a public trail or greenway. (See Fairhope
Subdivision Regulations for location and standards for arterial streets.)
d. Accessory dwelling units shall not count towards the requirements of this section.
Article VI Section A
Village Districts VRM Village Residential Mix
(1) accessory dwelling units shall have a maximum floor area of 750 square feet; and
(2) the owner of the lot shall be a resident of the primary dwelling unit or the accessory dwelling unit at all
times.
3. Uses – Uses allowed in the VRM district are specified in Article III, Section B. A VRM district shall have at
least 3 different types of dwellings in Table 3-1: Use Table subject to the following:
a. no more than 50% of the dwellings for the entire district may be of any one type listed in the use table;
b. no more than 70% of the dwellings for the entire district may be of any two types listed in the use table;
and
c. at least 70% of the dwellings shall be within 1,980 feet of an intersection of tw o arterial streets. This
distance shall be measured along public right-of-way or a public trail or greenway. (See Fairhope
Subdivision Regulations for location and standards for arterial streets.)
d. Accessory dwelling units shall not count towards the requirements of this section.
4. Dimension Standards
Table 5-1 : VRM Dimension Table
Dimension
Standard
Use type Minimum lot width Frontage Types Allowed
See Article IV., Section C. for design
standards related to frontage types.
Minimum Setback Maximum Lot Coverage or
Structure Size Yard Terrace Courtyard Stoop Street front Side Street side Rear Principle Structure Accessory Structure Total Impervious Max. Buildings Height Dwellings
Single family 40’ ✓ ✓ ✓ ✓ 6’ e 30’ 40% 700 s.f. 65% 35’
Two-family 50’ ✓ ✓ ✓ ✓ 6’ a e 30’ 40% 600 s.f. 65% 35’
Patio home 40’ ✓ ✓ 0’ b e 30’ 50% 600 s.f. 65% 20’
Townhouse 24’ ✓ ✓ ✓ ✓ ✓ 0’ c e 30’ 60% 300 s.f. 75% 35’
Multiple-family
/ apartment 50’ ✓ ✓ ✓ ✓ 10’ e 30’ 65% 300 s.f. 75% 35’
Civic
Elementary
School 280’ with a
minimum total lot
size of 2 acres
✓ 50’ 50’ 50’ 50% n/a 60% 35’
Place of
Worship 140’ with a
minimum lot size
of 1 acre
✓ ✓ 30’ 30’ 50’ 50% n/a 70% 35’ f
Community
Center 100’ with a
minimum lot size
of ½ acre
✓ ✓ 20’ 20’ 30’ 50% n/a 70% 35’
Service
Bed and
Breakfast
Bed and breakfast is a service use allowed in any dwelling structure in the VRM district. Dimensional standards shall be according to
the dwelling structure type.
The residential district shall have at least 3 different types of dwellings in Table 3-1: Use Table subject to the following:
a. no more than 50% of the dwellings for the entire district may be of any one type listed in the use table:
b. no more than 70% of the dwellings for the entire district may be of any two types listed in the use table; and
c. at least 70% of the dwellings shall be within 1,980 feet of an intersection of two arterial streets. This distance shall be
measured along public right-of-way or a public trail or greenway. (See Fairhope Subdivision Regulations for location and
standards for arterial streets.)
d. Accessory dwelling units shall not count towards the requirements of this section.
Uses - Uses allowed in the residential district are specified below.:
VRM Use List:
• Dwelling:
o Single-family
o Two-family
o Townhouse
o Accessory Dwelling
• Civic:
o Elementary School
o Library
o Place of Worship
o Public Open Space
o Common Open Space
• Service:
o Bed and Breakfast
P. Allowable Uses by District
Residential- based on VRM
13
Table 5-1 : VRM Dimension Table
Dimension
Standard
Use type Minimum lot width Frontage Types Allowed
See Article IV., Section C. for design
standards related to frontage types.
Minimum Setback Maximum Lot Coverage or
Structure Size Yard Terrace Courtyard Stoop Street front Side Street side Rear Principle Structure Accessory Structure Total Impervious Max. Buildings Height Dwellings
Single family 40’ ✓ ✓ ✓ ✓ 6’ e 30’ 40% 700 s.f. 65% 35’
Two-family 50’ ✓ ✓ ✓ ✓ 6’ a e 30’ 40% 600 s.f. 65% 35’
Patio home 40’ ✓ ✓ 0’ b e 30’ 50% 600 s.f. 65% 20’
Townhouse 24’ ✓ ✓ ✓ ✓ ✓ 0’ c e 30’ 60% 300 s.f. 75% 35’
Multiple-family
/ apartment 50’ ✓ ✓ ✓ ✓ 10’ e 30’ 65% 300 s.f. 75% 35’
Civic
Elementary
School 280’ with a
minimum total lot
size of 2 acres
✓ 50’ 50’ 50’ 50% n/a 60% 35’
Place of
Worship 140’ with a
minimum lot size
of 1 acre
✓ ✓ 30’ 30’ 50’ 50% n/a 70% 35’ f
Community
Center 100’ with a
minimum lot size
of ½ acre
✓ ✓ 20’ 20’ 30’ 50% n/a 70% 35’
Service
Bed and
Breakfast
Bed and breakfast is a service use allowed in any dwelling structure in the VRM district. Dimensional standards shall be according to
the dwelling structure type.
85%05'None 85%
m floor area of 750 square feet; and
primary dwelling unit or the accessory dwelling unit at all
0’ e 30’ 50% 600 s.f. 65% 20’
0’ c e 30’ 60% 300 s.f. 75% 35’
10’ e 30’ 65% 300 s.f. 75% 35’
85%05'None 85%
19
85%05'None 85%
a. Single family attached may have one side of the structure with a 0’ setback to allow each unit in a structure to be a separate lot.
b. Patio homes may have one side of the structure with a 0’ setback provided the other setback is at least 10’. Otherwise, the minimum side setback shall
be 6’.
c. Townhouses may have a 0’ side setback to allow each individual unit in a structure to be a separate lot. However, no more than 8 units may be in a
single structure, and all structures shall be separated by at least 12’.
d. Accessory structures on estate dwelling lots shall cover a maximum of 10% of the lot or be a maximum of 25% of the principle building footprint,
whichever is less.
e. Side yards along a public right-of-way shall have the same setback for the principal structure as the front setback, except that the required street side
setback in all cases shall never be more than 20’.
f. Steeples or other architectural features on Places of Worship may be up to 50’.
50'
• Service:
o Outdoor Recreation Facility
o Day Care
o General Personal Services
o Indoor Recreation
o Bed & Breakfast
o Restaurant
o Bar
o Entertainment Venue
A CVC district shall have at least three different categories of uses subject to the following:
a. Mixed-use buildings shall be allowed and encouraged.
b. Residential units
1. Dwelling units, which are accessory to a non-residential use, shall have a maximum floor urea of 1500 square feet.
The resident of the accessory dwelling shall be the owner of the principal structure or the tenant operating the non-
residential use in the principal structure.
2. Dwelling units as a principal use or in a mixed-use structure shall be subject to the following:
(a) all dwelling units shall have an individual entrance or common entrance that is separate from entrances for
non-residential uses
(b) each dwelling unit shall have at least one off-street parking space within 250 feet of the residential entrance.
c. Drive-through uses are allowed only if the drive through lanes is limited to the rear and one side of the building and all
other special conditions for the CVC district are met.
Uses - Uses allowed in the commercial district are specified below:
CVC Use List:
• Dwelling:
o Townhouse
o Multiple-family / Apartment
o Mixed Use
o Accessory Dwelling
• Civic:
o Public Open Space
o Common Open Space
• Office
o General
o Professional
o Home Occupation
• Retail:
o Grocery
o Convenience store
o General Merchandise
Commercial- based on CVC
1420
0. Deviations from Base Zoning District
1. Two-Family not allowed in CVC.
2. Multifamily building on the community green does not have required parking proximity.
3. Three-story multifamily buildings with six or more units will exceed the 35' height limit.
4. Four-story buildings will exceed the 35' height limit.
5. Size of off-street parking areas exceed 100 stalls.
6. Multi-family parking loads will not meet 2 stalls / dwelling unit.
1. Intent – The standards listed in this section for the Commercial district are intended to:
- provide general merchandise and convenience destinations for residents within a two to three-plus mile service radius;
- provide services, wares and merchandise that complement the central business district;
- provide commercializable centers for neighborhoods;
- develop land use that supports the scale and character of existing neighborhoods;
- encourage development agencies that consider the compatibility of adjacent activities;
- provide design arrangements that pedestrian interest and provides a pleasant and diverse pedestrian experience;
- provide places for social interaction and recreation;
- promote a sustainable future, and encourage and develop connections between environmental quality and economic vitality;
- create focal points in neighborhoods, such as parks, schools, parkways, street trees, and other amenities;
- support the development of artistic, cultural and recreational opportunities; establish and maintain neighborhood ties with a sense of
community and ties to neighborhood-based businesses;
- coordinate land use and transportation planning to ensure that the transportation system can accommodate potential travel demand;
- support the development of a comprehensive pedestrian and bicycle network with linkages to and between residential and commercial
areas.
2. Locations and Size
a. A newly established CVC district shall be between 10 and 40 acres. However, a smaller parcel may be rezoned CVC if it is contiguous
to an existing CVC district or separated only by a public right-of-way, provided that the combined CVC district does not exceed 40
acres.
b. The CVC district shall have an overall non-residential floor area between 100,000 and 350,000 square feet. Residential uses do not
count toward in this total.
c. Open space requirements shall be as follows:
(1) A CVC district shall provide at least 10% of the area, excluding right-of-way, as open space.
(2) A CVC district with more than 200,000 square feet of non-residential floor area shall provide at least 15% of the area, excluding
right-of-way, as open space.
(3) A CVC district with more than 20 overall acres shall provide at least 15% of the area, excluding right-of-way, as open space.
d. The CVC district shall be located on blocks at the intersection of two arterial streets capable of handling heavy traffic, and on blocks
within 800 feet of the intersection of two arterial streets that are adjacent to blocks zoned for a CVC District.
3. Uses – Uses allowed in the CVC district are specified in Table 3.1. A CVC district shall have at least three different
categories of uses subject to the following:
a. Mixed-use buildings shall be allowed and encouraged.
b. Residential units
(1) Dwelling units, which are accessory to a non-residential use, shall have a maximum floor area of 750 square feet. The resident of
the accessory dwelling shall be the owner of the principle structure or the tenant operating the non-residential use in the principal
structure.
(2) Dwelling units as a principal use or in a mixed-use structure shall be subject to the following:
(a) all dwelling units shall have an individual entrance or common entrance that is separate from
entrances for non-residential uses.
(b) each dwelling unit shall have at least one off-street parking space within 150 feet of the residential
entrance.
c. Drive-through uses are allowed only if the drive through lanes is limited to the rear and one side of the
building and all other special conditions for the CVC district are met.
4. Dimension Standards – The dimension standards for the CVC district are in Table 5-2.
Q. Bulk and Denisty
VRM Village Residential Mix
1. Intent - The standards listed in this section for the Residential district are intended to:
- provide a mix of residential types that are designed to form a compact, compatible, and stable neighborhood;
- provide compact; walkable neighborhoods;
- provide development that supports the scale and character of existing neighborhoods;
- develop land use arrangements that consider the compatibility of adjacent activities;
- encourage design that enhances pedestrian interest and provides a pleasant and diverse pedestrian experience;
- provide places for social interaction and recreation;
- promote a sustainable future, and encourage and develop connections between environmental quality and economic
vitality;
- create focal points in neighborhoods such as parks, schools, parkways, street trees, and other amenities;
- support the development of artistic, cultural and recreational opportunities; establish and maintain neighborhoods with a
sense of community and ties to neighborhood-based businesses;
- coordinate land use and transportation planning to ensure that the transportation system can accommodate potential
travel demand;
- support the development of a comprehensive pedestrian and bicycle network with linkages to and between residential and
commercial areas
2. Location, Size, and Density - A Newly Established VRM district shall be at least five acres. The overall gross density for a
Village Residential Mix district shall be between 8 and 10 dwelling units per acre, subject to the following:
- VRM district with 8 to 10 dwelling units per acre shall provide at least 20% of the overall district as open space.
- Accessory dwelling units shall not count towards density requirements provided:
1. accessory dwelling units shall have a maximum floor area of 750 square feet
16’ Min.10’
20’
15
16’ Min.10’
Q. Bulk and Denisty
20’50'
65'
21
U. Open Spaces
The design of Eastlake Village allows for significant areas dedicated to open greens and natural areas. Roads and home sites
are located to take advantage of long and short views and existing topography. Multi-use and navigable open space as well
as a comprehensive sidewalk layout encourages exploration throughout the community to be utilized by all generations. The
community landscape plan is influenced by the multiple natural areas, creating appropriate transitions between the public
realm and private spaces. The network of parks and greens help provide walkable destinations that connect neighbors to
neighborhoods. The sidewalks and greens work together as an extensive network of pedestrain pathways keeping everyday
connections a reality.
Two-Family 0'
65'
23
Article IV Section A
Site Design Standards Open Space
Table 4-1: Open Space Categories and Types (continued)
Category
Type
Description
Size
Recommendation
Image CIVIC OPEN SPACE
Green
An open space for unstructured
recreation or aesthetic
landscaping. A green is bordered
by public right-of-ways on at least
2 sides, front building facades,
and formal landscaped elements
to define its boundaries.
Generally there are few
constructed elements except as a
formal entry to or a focal point for
the green.
¼ to 3 acres
Plaza
An open space for civic purposes
and commercial activities. A
plaza is bordered by public right-
of-ways on at least 2 sides, and
building facades to define its
boundaries. It is largely
constructed of materials to
withstand heavy pedestrian traffic,
but contains intermittent lawns,
landscape beds, or trees in a
formal pattern.
1/8 to 2 acres
The size of plazas is
generally determined by
the height of
surrounding buildings,
maintaining between a
1:3 and 1:6 ratio of
building height to plaza.
Courtyard
A small open space accessible to
the public but generally serving
one or a few surrounding
buildings. Courtyards are
primarily bordered by building
facades, but have at least one side
fully or partially boarded by a
public right-of-way. Courtyards
are often constructed of materials
to withstand heavy pedestrian
traffic, but contain intermittent
formal landscape elements.
1000 square feet to 1/8
acre
The size of courtyards is
generally determined by
the height of
surrounding buildings,
maintaining a between a
2:1 and 1:3 ratio of
building height to
courtyard.
Open space designed and
equipped for structured recreation.
Playgrounds are often boarded by
1000 square feet to ¼
Article IV Section A
Site Design Standards Open Space
Table 4-1: Open Space Categories and Types (continued)
Category
Type
Description
Size
Recommendation
Image CIVIC OPEN SPACE
Green
An open space for unstructured
recreation or aesthetic
landscaping. A green is bordered
by public right-of-ways on at least
2 sides, front building facades,
and formal landscaped elements
to define its boundaries.
Generally there are few
constructed elements except as a
formal entry to or a focal point for
the green.
¼ to 3 acres
Plaza
An open space for civic purposes
and commercial activities. A
plaza is bordered by public right-
of-ways on at least 2 sides, and
building facades to define its
boundaries. It is largely
constructed of materials to
withstand heavy pedestrian traffic,
but contains intermittent lawns,
landscape beds, or trees in a
formal pattern.
1/8 to 2 acres
The size of plazas is
generally determined by
the height of
surrounding buildings,
maintaining between a
1:3 and 1:6 ratio of
building height to plaza.
Courtyard
A small open space accessible to
the public but generally serving
one or a few surrounding
buildings. Courtyards are
primarily bordered by building
facades, but have at least one side
fully or partially boarded by a
public right-of-way. Courtyards
are often constructed of materials
to withstand heavy pedestrian
traffic, but contain intermittent
formal landscape elements.
1000 square feet to 1/8
acre
The size of courtyards is
generally determined by
the height of
surrounding buildings,
maintaining a between a
2:1 and 1:3 ratio of
building height to
courtyard.
Playground
Open space designed and
equipped for structured recreation.
Playgrounds are often boarded by
a fence or other private boundary
(as in the case of a playground
internal to a block) but are
accessible by common pedestrian
path. Alternatively, playgrounds
included as part of a larger civic
or natural open space do not
necessarily have borders.
1000 square feet to ¼
acres.
A playground may be
part of larger civic or
natural open space.
Article IV Section A
Site Design Standards Open Space
Table 4-1: Open Space Categories and Types (continued)
Category
Type
Description
Size
Recommendation
Image CIVIC OPEN SPACE
Green
An open space for unstructured
recreation or aesthetic
landscaping. A green is bordered
by public right-of-ways on at least
2 sides, front building facades,
and formal landscaped elements
to define its boundaries.
Generally there are few
constructed elements except as a
formal entry to or a focal point for
the green.
¼ to 3 acres
Plaza
An open space for civic purposes
and commercial activities. A
plaza is bordered by public right-
of-ways on at least 2 sides, and
building facades to define its
boundaries. It is largely
constructed of materials to
withstand heavy pedestrian traffic,
but contains intermittent lawns,
landscape beds, or trees in a
formal pattern.
1/8 to 2 acres
The size of plazas is
generally determined by
the height of
surrounding buildings,
maintaining between a
1:3 and 1:6 ratio of
building height to plaza.
Courtyard
A small open space accessible to
the public but generally serving
one or a few surrounding
buildings. Courtyards are
primarily bordered by building
facades, but have at least one side
fully or partially boarded by a
public right-of-way. Courtyards
are often constructed of materials
to withstand heavy pedestrian
traffic, but contain intermittent
formal landscape elements.
1000 square feet to 1/8
acre
The size of courtyards is
generally determined by
the height of
surrounding buildings,
maintaining a between a
2:1 and 1:3 ratio of
building height to
courtyard.
Playground
Open space designed and
equipped for structured recreation.
Playgrounds are often boarded by
a fence or other private boundary
(as in the case of a playground
internal to a block) but are
accessible by common pedestrian
path. Alternatively, playgrounds
included as part of a larger civic
or natural open space do not
necessarily have borders.
1000 square feet to ¼
acres.
A playground may be
part of larger civic or
natural open space.
Article IV Section A
Site Design Standards Open Space
Table 4-1: Open Space Categories and Types
Category
Type
Description
Size
Recommendation
Image NATURAL OPEN SPACE
Preserve
An undeveloped area that contains
significant natural features or
habitat worthy of preservation.
Features such as large stands of
trees, water elements, or
prominent topography
characterize preserves. A
preserve may by use for passive
recreation or as a scenic and
visual buffer. It generally
contains little or no constructed
improvements although trails may
access the preserve.
The size of a Preserve
open space should be
based on the site
characteristics and
potential continuity of
natural features in the
area along with the
potential to connect to
adjacent natural areas.
Trail /
Greenway
An undeveloped area of
continuous linear natural features,
often following a stream or
floodplain. A trail or greenway
should be usable for recreation
and non-motorized transportation.
It includes few constructed
improvements except for those to
enhance travel or recreational use.
Generally should
include at least 3 acres
but should be sized and
located based on
providing significant
continuity throughout a
development and to
areas beyond the
development area. Must
be at least 30’ wide at
all locations.
Park
An undeveloped natural area for
unstructured recreation. A park
may include some areas for
structured recreation, such as ball
fields, but generally this area
should occupy no more than 25%
of the total area. Parks are located
based on the presence of natural
features or based on convenience
for surrounding residents. A park
has a predominantly natural
landscape although portions may
be designed for aesthetic and
recreation purposes, particularly
for parks located due to
convenience.
At least 3 acres
FAIRHOPE ZONING ORDINANCE 32
NATURAL OPGreenway It includes few constructed improvements except for those to
enhance travel or recreational use.
development and to areas beyond the
development area. Must
be at least 30’ wide at
all locations.
Park
An undeveloped natural area for
unstructured recreation. A park
may include some areas for
structured recreation, such as ball
fields, but generally this area
should occupy no more than 25%
of the total area. Parks are located
based on the presence of natural
features or based on convenience
for surrounding residents. A park
has a predominantly natural
landscape although portions may
be designed for aesthetic and
recreation purposes, particularly
for parks located due to
convenience.
At least 3 acres
Site Design Standards Open Space
FAIRHOPE ZONING ORDINANCE 33
Table 4-1: Open Space Categories and Types (continued)
Category
Type
Description
Size
Recommendation
Image CIVIC OPEN SPACE
Green
An open space for unstructured
recreation or aesthetic
landscaping. A green is bordered
by public right-of-ways on at least
2 sides, front building facades,
and formal landscaped elements
to define its boundaries.
Generally there are few
constructed elements except as a
formal entry to or a focal point for
the green.
¼ to 3 acres
Plaza
An open space for civic purposes
and commercial activities. A
plaza is bordered by public right-
of-ways on at least 2 sides, and
building facades to define its
boundaries. It is largely
constructed of materials to
withstand heavy pedestrian traffic,
but contains intermittent lawns,
landscape beds, or trees in a
formal pattern.
1/8 to 2 acres
The size of plazas is
generally determined by
the height of
surrounding buildings,
maintaining between a
1:3 and 1:6 ratio of
building height to plaza.
Courtyard
A small open space accessible to
the public but generally serving
one or a few surrounding
buildings. Courtyards are
primarily bordered by building
facades, but have at least one side
fully or partially boarded by a
public right-of-way. Courtyards
are often constructed of materials
to withstand heavy pedestrian
traffic, but contain intermittent
formal landscape elements.
1000 square feet to 1/8
acre
The size of courtyards is
generally determined by
the height of
surrounding buildings,
maintaining a between a
2:1 and 1:3 ratio of
building height to
courtyard.
Playground
Open space designed and
equipped for structured recreation.
Playgrounds are often boarded by
a fence or other private boundary
(as in the case of a playground
internal to a block) but are
accessible by common pedestrian
path. Alternatively, playgrounds
included as part of a larger civic
or natural open space do not
necessarily have borders.
1000 square feet to ¼
acres.
A playground may be
part of larger civic or
natural open space.
Article IV Section A
Site Design Standards Open Space
FAIRHOPE ZONING ORDINANCE 33
Table 4-1: Open Space Categories and Types (continued)
Category
Type
Description
Size
Recommendation
Image CIVIC OPEN SPACE
Green
An open space for unstructured
recreation or aesthetic
landscaping. A green is bordered
by public right-of-ways on at least
2 sides, front building facades,
and formal landscaped elements
to define its boundaries.
Generally there are few
constructed elements except as a
formal entry to or a focal point for
the green.
¼ to 3 acres
Plaza
An open space for civic purposes
and commercial activities. A
plaza is bordered by public right-
of-ways on at least 2 sides, and
building facades to define its
boundaries. It is largely
constructed of materials to
withstand heavy pedestrian traffic,
but contains intermittent lawns,
landscape beds, or trees in a
formal pattern.
1/8 to 2 acres
The size of plazas is
generally determined by
the height of
surrounding buildings,
maintaining between a
1:3 and 1:6 ratio of
building height to plaza.
Courtyard
A small open space accessible to
the public but generally serving
one or a few surrounding
buildings. Courtyards are
primarily bordered by building
facades, but have at least one side
fully or partially boarded by a
public right-of-way. Courtyards
are often constructed of materials
to withstand heavy pedestrian
traffic, but contain intermittent
formal landscape elements.
1000 square feet to 1/8
acre
The size of courtyards is
generally determined by
the height of
surrounding buildings,
maintaining a between a
2:1 and 1:3 ratio of
building height to
courtyard.
Playground
Open space designed and
equipped for structured recreation.
Playgrounds are often boarded by
a fence or other private boundary
(as in the case of a playground
internal to a block) but are
accessible by common pedestrian
path. Alternatively, playgrounds
included as part of a larger civic
or natural open space do not
necessarily have borders.
1000 square feet to ¼
acres.
A playground may be
part of larger civic or
natural open space.
Article IV Section A
Site Design Standards Open Space
FAIRHOPE ZONING ORDINANCE 33
Table 4-1: Open Space Categories and Types (continued)
Category
Type
Description
Size
Recommendation
Image CIVIC OPEN SPACE
Green
An open space for unstructured
recreation or aesthetic
landscaping. A green is bordered
by public right-of-ways on at least
2 sides, front building facades,
and formal landscaped elements
to define its boundaries.
Generally there are few
constructed elements except as a
formal entry to or a focal point for
the green.
¼ to 3 acres
Plaza
An open space for civic purposes
and commercial activities. A
plaza is bordered by public right-
of-ways on at least 2 sides, and
building facades to define its
boundaries. It is largely
constructed of materials to
withstand heavy pedestrian traffic,
but contains intermittent lawns,
landscape beds, or trees in a
formal pattern.
1/8 to 2 acres
The size of plazas is
generally determined by
the height of
surrounding buildings,
maintaining between a
1:3 and 1:6 ratio of
building height to plaza.
Courtyard
A small open space accessible to
the public but generally serving
one or a few surrounding
buildings. Courtyards are
primarily bordered by building
facades, but have at least one side
fully or partially boarded by a
public right-of-way. Courtyards
are often constructed of materials
to withstand heavy pedestrian
traffic, but contain intermittent
formal landscape elements.
1000 square feet to 1/8
acre
The size of courtyards is
generally determined by
the height of
surrounding buildings,
maintaining a between a
2:1 and 1:3 ratio of
building height to
courtyard.
Playground
Open space designed and
equipped for structured recreation.
Playgrounds are often boarded by
a fence or other private boundary
(as in the case of a playground
internal to a block) but are
accessible by common pedestrian
path. Alternatively, playgrounds
included as part of a larger civic
or natural open space do not
necessarily have borders.
1000 square feet to ¼
acres.
A playground may be
part of larger civic or
natural open space.
FAIRHOPE ZONING ORDINANCE 33
to withstand heavy pedestrian traffic, but contain intermittent
formal landscape elements.
building height to courtyard.
Playground
Open space designed and
equipped for structured recreation.
Playgrounds are often boarded by
a fence or other private boundary
(as in the case of a playground
internal to a block) but are
accessible by common pedestrian
path. Alternatively, playgrounds
included as part of a larger civic
or natural open space do not
necessarily have borders.
1000 square feet to ¼
acres.
A playground may be
part of larger civic or
natural open space.
22
Residential Open Space
Civic Space:
Open Space:
(1) At least 80% of the dwellings should be within one mile of three different types of open space.
(2) At least 80% of the residential units should be within one mile from each category (natural and civic) of
open space.
(3) At least 80% of the residential units should be within 1980 feet of 1 or more types of open space.
(4) Off-site open space may count towards the requirements of this section if it is publicly accessible.
(5) Accessory dwelling units shall not count towards the dwelling unit percentage recommendations of this
section.
(6) Distance shall be measured along public right-of-way or public trail or greenway.
a. Open space:
The following additional open space standards apply in
the CVC district:
(1) Each block shall contain a courtyard(s) or plaza(s)
covering at least 5% of the block, bordering a public right-
of-way on its longest side. See Figure 6-18.
(2) Blocks that border on a block with a green, plaza, or
small park covering at least 40% of the block and border-
ing a public right-of-way on at least 2 sides are exempt
from item a(1) above. See Figure 6-19.
(3) Blocks that border or contain a greenway connecting
the non-residential center of the village to surrounding
neighborhoods are exempt from items a(1) and (2) above.
See Figure 6-19.
(4) The overall area of open space shall meet the require-
ments of Section C.2.b. above and be designed according
to the guidelines of Article IV., Section A.
2423
`
S. Streetscape
Residential
Commercial Districts
Streetscape: Refer to Article IV., Section C. for general
streetscape design standards. The following additional
streetscape standards apply in the VRM district:
1. The average building line on opposite sides of the
street shall not differ by more than 20 feet.
2. The building line on an individual lot shall not differ
by more than five feet from the building line on
adjacent lots. See Figure 6-1.
3. The building line on an individual lot shall not differ
by more than five feet from the average building line
on the same side of a single block.
4. No more than two frontage types may be used on the
same side of a single block. See Figure 6-1.
5. The preferred height to width ratio for the
streetscape (height of buildings: distance between
facades on opposite sides of street) should be between
1:2 and 1:5, except in the case of single-family
dwellings on arterial streets where a larger setback
may create an appropriate transition for single-family
areas.
Streetscape: The following commercial streetscape
standards apply in the district:
1. The average building line on opposite sides of the
street shall not differ by more than 20 feet.
2. The building line on an individual lot shall not
differ by more than 5 feet from the building line
of adjacent lots, except that courtyards and plazas
created by setbacks that exceed 5 feet are
encouraged. See Figure 6-20.
3. No more than two frontage types may be used on
the same side of a single block.
4. The preferred streetscape width to building height
ratio should be between 1:1 and 3:1. See Figure
6-21.
5. This section shall not apply to structures for Civic
uses.
2524
Residential
Streetscape design standards. The following additional
streetscape standards apply in the VRM district:
1. The average building line on opposite sides of the
street shall not differ by more than 20 feet.
2. The building line on an individual lot shall not differ
by more than five feet from the building line on
adjacent lots. See Figure 6-1.
3. The building line on an individual lot shall not differ
by more than five feet from the average building line
on the same side of a single block.
4. No more than two frontage types may be used on the
same side of a single block. See Figure 6-1.
5. The preferred height to width ratio for the
streetscape (height of buildings: distance between
facades on opposite sides of street) should be between
1:2 and 1:5, except in the case of single-family
dwellings on arterial streets where a larger setback
may create an appropriate transition for single-family
areas.
V.
T. Parking
Residential
Commercial
Parking: Refer to Article IV., Section E. for general parking
standards. The following additional parking standards apply in the
VRM district:
1. The maximum size of an off-street parking area for any
use in the VRM district is 40 spaces.
2. All off-street parking in the VRM district shall be
dedicated as long as the use the parking serves. Any on
the same common area for a group of lots, or on parking
on common areas shall be within 100 feet of the structure
it is to serve
3. On-street parking may be used towards required parking
according to Article IV., Section E.
4. All off-street parking areas shall be located behind
buildings, except for estate dwelling units and single-
family detached dwelling units.
5. All off-street parking shall be screened from adjacent lots
according to Article IV., Section E.
Parking:
1. All off-street parking shall be located behind the front
building line, and parking shall be screened from the
rear building line and not behind the rear building line;
any parking shall be screened from the right-of-way by a
two and one-half to four foot wall or opaque landscape.
See Figure 6-22.
2. The maximum size of an off-street parking area for any
use or group of uses is 125 spaces. No block shall have
more than 45% of the area dedicated to off-street parking.
3. No parking lots shall be located on the perimeter of
blocks.
4. Parking stalls shall be based on the parking schedule
in this section for all uses proposed in the commercial
district. Reductions in the required parking may be made
from that cumulative total according to the standards of
that section.
2625
100 spaces
Parking:
1. All off-street parking shall be located behind the front
building line, and parking shall be screened from the
rear building line and not behind the rear building line;
any parking shall be screened from the right-of-way by a
two and one-half to four foot wall or opaque landscape.
See Figure 6-22.
2. The maximum size of an off-street parking area for any
use or group of uses is 200 spaces. No block shall have
more than 55% of the area dedicated to off-street parking.
3. No parking lots shall be located on the perimeter of
blocks.
4. Parking stalls shall be based on the parking schedule
in this section for all uses proposed in the commercial
district. Reductions in the required parking may be made
from that cumulative total according to the standards of
that section.
5. Shared parking strategies shall be allowed to reduce the
parking load required by 20%.
W.
45
2726
1.75 spaces per dwelling unit (1)
(1) - Active Adult MF to be 1.25 stalls / dwelling unit
U. Private Frontages
The area between the building facades and the lot lines.
28
Article IV Section C
Site Design Standards Streetscape
Table 4-2: Frontage Types
Frontage Building line* Description Image
Yard
20’ minimum
40’ maximum
Estate dwelling units
and Civic uses with a
yard frontage shall have
no maximum depth for
the front building line.
A frontage with the building set back from the right-
of-way line. The yard area is most appropriately
used for landscape materials, natural vegetation, or
focal points such as art or sculptures. The yard
frontage is most appropriate in rural settings,
residential neighborhoods, for residential uses along
arterial streets where a buffer is desired, and for
civic land uses in any setting.
Terrace
8’ minimum
20’ maximum
A frontage with the buildings separated from the
right-of-way by a slightly elevated garden or small
yard. The terrace area is most appropriately used
for landscape materials and entry elements, such as
stairways, gateways or small fences or hedges. The
terrace frontage is most appropriate in residential
neighborhoods or areas of steeper topography.
Courtyard
10’ minimum
20’ maximum
A portion of the
building, typically more
than 50% of the front
façade) should be built
at or near the right-of-
way line
A frontage with a portion of the building close to the
right-of-way line, while the remaining potion is
setback from the right-of-way line, providing a
pocket of open area in the courtyard. The courtyard
area is most appropriately used for landscape
material or constructed patios for pedestrian traffic.
The courtyard frontage is most appropriate on
higher-density residential blocks or for businesses
that can utilize formal outdoor space.
Stoop
8’ minimum
15’ maximum
A frontage with the building close to the right-of-
way line but with the first floor slightly elevated
(typically 3 to 5 feet) to ensure privacy to occupants
of the building. Typically the closer the building
line is to the right-of-way, the higher the elevation
of the first floor should be. The setback area is most
appropriately used with an ornamental stair and
entranceway to the buildings, potentially with a
small usable space at the top. The remaining
portion of the setback area can include a small area
of landscape material. The stoop frontage is most
Parking Lot/Open Area Lighting
Parking lots with open area requiring lighting for general purposes shall have light poles that do not exceed 15 feet overall height. Lumi-
naries of a sharp cut off design to shield light source above 72 degrees from vertical and providing 1.0 average maintained foot-candles
with the following uniformity ratios 3:1 average/minimum* (.33 FC minimum), 12:1 maximum/minimum* (4.0 FC maximum) are
requiered in all cases. Public facilities such as lighted ball fields are excluded. A photometric grid shall be furnished by developer at time
of building permit application.
27
X.
FAIRHOPE ZONING ORDINANCE 36
Courtyard A portion of the building, typically more than 50% of the front
façade) should be built
at or near the right-of-
way line
pocket of open area in the courtyard. The courtyard area is most appropriately used for landscape material or constructed patios for pedestrian traffic.
The courtyard frontage is most appropriate on
higher-density residential blocks or for businesses
that can utilize formal outdoor space.
Stoop
8’ minimum
15’ maximum
A frontage with the building close to the right-of-
way line but with the first floor slightly elevated
(typically 3 to 5 feet) to ensure privacy to occupants
of the building. Typically the closer the building
line is to the right-of-way, the higher the elevation
of the first floor should be. The setback area is most
appropriately used with an ornamental stair and
entranceway to the buildings, potentially with a
small usable space at the top. The remaining
portion of the setback area can include a small area
of landscape material. The stoop frontage is most
appropriate for higher-density residential blocks, or
residential buildings mixed on blocks with non-
residential buildings.
Street-front
0’ minimum
10’ maximum
A frontage with the building at the right-of-way line
or slightly set back from the right-of-way line. The
ground level of the building is predominantly
transparent and available to uses serving the public,
thus providing varied and interesting environment to
pedestrians. Any setback area is typically designed
seamlessly with the right-of-way with either
expanded sidewalks, landscape beds, street-front
seating, or a covered walkway. The street-front
frontage is most appropriate for non-residential uses
in pedestrian-oriented areas.
2928
Y. Pattern Book - Architectural Styles
Architectural Diversity Principles:
Objective: To foster a vibrant and engaging community environment through architectural diversity and variation,
enhancing aesthetic appeal and creating a distinctive sense of place.
1. Varied Facade Designs:
•Buildings on a block to have diverse material palettes and detailing for primary and secondary facades to create
visual interest.
•Minimum of three different facade treatments (e.g., brick, stucco, siding) within each block to prevent
uniformity.
•Variation from adjacent buildings in window patterns and/or door placements to ensure no two adjacent
buildings have identical facades.
2. Color Diversity:
•Identical color schemes for adjacent buildings is prohibited. Palette of complementary but distinct colors is
encouraged.
3. Roofline Variation:
•Design buildings with varied rooflines and heights to avoid a monotonous skyline. A variety of pitched, flat, and
gabled roofs within each block is required.
•Each building incorporates features such as dormers, skylights, and parapets to enhance roofline diversity. Roof
features must not be identical to adjacent buildings.
4. Landscape and Hardscape Differentiation:
•Each lot to have unique landscaping and hardscaping elements, including varied plant species, paving materials,
and garden layouts.
•Design communal spaces with distinct character zones, such as playgrounds, plazas, and seating areas, to create
diverse interaction spaces.
5. Architectural Element Variation:
•Each building must incorporate architectural elements such as balconies, overhangs, and awnings, with
variations (from adjacent buildings) in their design and placement.
•Different architectural details (e.g., trim, molding, and ornamentation) to enhance individuality (of adjacent
buildings) while maintaining overall harmony is required.
9. Contextual Design:
•Repetitive architectural solutions are not allowed. Designs should contribute positively to the community’s
evolving identity.
By implementing these guidelines, we aim to create a dynamic and visually stimulating environment that reflects a
rich tapestry of architectural expressions and fosters a unique and engaging community atmosphere.
V. Pattern Book - Architectural Styles
Modern Farmhouse (Simple forms and detailing, cleaner lines)The farmhouse design style has its roots in actual farmhouses or shelters that were typically built by using local or regional construction techniques with readily available materials . Though homes on farmlands have existed for as long as farmers have, many attribute the traditional farmhouses in Europe from the 16th and 17th centuries serve as the inspiration for this specific aesthetic. The modern farmhouse style embraces the longtime staples like shiplap walls, open shelving, wide-plank hardwood floors, apron front sinks—while peppering in modern-day elements that lend the look a more contemporary, think steel-frame windows, black metal roof, clean-lined industrial light fixtures, covered porches and steep gables. Modern farmhouse evokes feelings of warmth and comfort.
While the classic farmhouse style evokes homesteads with plenty of vintage furnishings and traditional fabrics, the modern farmhouse style is a bit less rustic. It adds more contemporary touches, such as a neutral color scheme and smooth lines. Modern farmhouse is all about mixing comfortable furniture with salvaged materials, such as reclaimed wood.
Antiques are at home in modern farmhouse interiors, though they shouldn’t be too delicate to touch. Everything should be tactile and tangible. Most of all, the modern farmhouse style is cozy without being cluttered.
3029
Modern Farmhouse - Color Schemes
Modern farmhouse colors are easy on the eyes, effortless, and blend in with the room around it. The best colors are warm and
cool neutrals, like cream, beige, brown, gray, white, and natural, earthy tones, like blues, greens, and yellows.
White: Modern farmhouse homes often incorporate white paint, furniture, or accents to make the rooms feel bright and open.
Warm neutrals: Warm neutrals like cream, beige, and brown feel comfortable because they invoke natural skin tones, all with
a little yellow undertone. They feel natural, and many can self-identify with these tones.
Cool neutrals: Cool neutrals like gray, silver, blue, and light green have a blue undertone. These colors are naturally soothing
and serene.
Earthy accents: Nature gives us wood, greenery, changing foliage colors, and ocean and sky blues. These warm woods and
deeper reds and oranges are not bold or jarring; they’re relaxing, reassuring, and grounding.(used sparingly)
To achieve the modern farmhouse look, start with stark exterior contrasts such as bright white vertical siding with black
accents. Black accents are commonly shown through window frames, doors, metal roofing, and barn style outdoor lighting
that bring the modern design features to the forefront.
3130
Modern Farmhouse - Doors
Typically large punched openings, with or without divided lites, vertical proportions for primary openings and allowances
for more square proportions when used as clerestory or accent windows.
Solid body wood doors
3231
Modern Farmhouse - Porches
3332
Modern Farmhouse - Windows
Typically dark bronze or black in color, with thin mutons and square or vertically proportioned divided lites. You can also have white windows with white body siding.
3433
Modern Farmhouse - Roofing
NotApproved NotApproved NotApproved NotApproved
NotApprovedNotApproved NotApproved
NotApprovedNotApprovedNotApprovedNotApprovedNotApproved
NotApproved NotApproved NotApproved NotApproved
Roof Configurations - no mansard, pent, lean to, dome, or pitches below 12/12 allowed on primary roofs.
Materials - no asphalt shingle, spanish tile, concrete tile, slate or clay tile allowed. Metal roofs and wood shingles are allowed.
35
NotApproved
NotApproved
NotApproved
34
Modern Farmhouse - Approved Siding Materials
1. Wood Siding
Wood siding is an exterior building material or cladding installed on the building’s exterior to protect it from different
elements. It is one of the most sought-after siding materials for homeowners, especially in conventional architectures like
farmhouses or cottages, because of its beautiful, natural appearance, durability, and relatively fair costs.
This type of siding is made of different woods with a wide range of species and grades. The most commonly used woods
include cypress, redwood, cedar, fir, spruce, pine, oak, ash, engineered wood, and other trees.
Wood siding is also manufactured in various styles, such as Lap, Clapboard, Drop Channel, Board-and-Batten, Rectangular
Planking, Tongue-and-Groove, Split Logs, Shingles and Shakes, Plywood, and Wood sheet.
With proper maintenance, a wood siding may last between 20 to 40 years. It’s eco-friendly, easy to install and repair, and can
be painted or stained to complement the farmhouse’s design but needs regular high maintenance to prevent damages, such
as cracks, peels, holes, warps, water seepage, and rots. It’s also susceptible to color fading, moisture and mold buildup, and
insect damage.
2. Composite Siding
Composite wood is an exterior siding made of scrap wood that’s compressed and bonded together with resins. Treated with
chemical treatments to ward of fungi and insects, composite often comes pre-primed and ready to paint. It’s also available
already finished with many styles that mimic real wood.
This type of siding comes in various colors, finishes, sizes, thicknesses, and profile options. It’s also available in different styles,
including Vertical siding, Horizontal siding, Shake And Shingle Siding, and Insulated Siding.
Depending on several external factors, vinyl siding typically lasts between 20 to 60 years. It’s low maintenance, durable, and
long-lasting as it weathers extreme elements and is resistant to rust, rot, decay, fire, and insects. However, vinyl siding is prone
to dents, scratches, fading, and breakage.
3. Fiber Cement Siding
Fiber cement siding is another exterior building material or semi-rigid siding that’s often used in residential houses for
protection and enhancing the building’s curb appeal. It’s made of Portland cement, sand, water, and cellulose fibers or wood
pulp into sheets. It’s commonly used as an alternative for wood, vinyl, and metal siding.
This type of siding is available in various profiles, textures, and and styles and is manufactured in a plank format. In addition,
Fiber cement siding can last up to 50 years because of its high durability and can withstand extreme weather conditions.
It’s also resistant to fire, pests, rot, and mold and requires minimal maintenance. However, fiber cement siding tends to absorb
moisture, is expensive and difficult to install, and is not energy-efficient.
3635
Modern Farmhouse - Lighting
If you want the modern farmhouse style, matte black, bronze or copper wall-mounted barn lights are the perfect option. These
come in varity of gooseneck and pendant mounting option. They give the feel of a rustic barn combined with the sleek metal
you often find in contemporary design.
3736
Craftsman Style (American)
Popularized by American furniture manufacturer Gustav Stickley and the Greene brothers, craftsman-style houses first garnered attention in the late 1800’s and early 1900’s during the Arts and Craftsman Movement. The exterior of a Craftsman home typically features low-pitched roofs, overhanging eaves, heavy, tapered columns, patterned window panes and a covered front porch. They are often painted in muted earth tones and common materials range from brick and stone to stucco and wood siding. These houses showcases fine craftsmanship. Interiors have impressive custom millwork like built-in shelving, window seats, reading nooks, mixed metals, and a large fireplace.
Most Common House Type the Bungalow
- Bungalow - A small, usually one-story house, often having a low-pitched roof, having either no upper floor or
upper rooms set in the roof with dormer windows, overhanging eaves, and a veranda (porch).
- The Bungalow house style of architecture is a single family house type whose popularity great in the western
United States at the turn of the century. Bungalows offered low cost, simple living quarters with an artistic touch to
many Americans getting by on modest means.
- The types of bungalows following that definition include the California or Western-style and the Arts & Crafts
or Craftsman-style. Certain other subtypes are particularly distinctive and include the Swiss Chalet and Airplane
bungalows. Often characteristics are a mashup of influences which contributes to the almost infinite variety of
design details.
- While most often made of wood, bungalows incorporate local materials and vernacular building traditions.
3837
Craftsman
Key Exterior Elements: a. Low pitched, gable roof (occasionally hipped) with wide uneclosed eave overhang b. Exposed roof rafter tails c. Simplified decorative beams or brackets under gables d. One and half stories e. Horizontal shape f. Porch with thick square or tapered columns g. Porch support bases extending to ground level h. Wood, stone or stucco siding i. Exterior stone chimney j. Earth-tone exterior paint and stain colorsk. Ganged windowsl. Horizontal shed dormers
39
Exterior Materials:
1. Craftsman and Bungalow houses typically have a stone, stucco or brick masonry base with Precast or Concrete
copings. At porches stone or masonry piers can be straight or tapered.
2. Siding materials are typical horizontal ship lap siding, stucco or wood cedar shakes.
3. Roofing: Asphalt shingles.
4. Chimeny Flues are typicaly stone, brick masonry veneer or a combination of stone and clinker brick called
Peanut Brittle. Chimney flues typically taper or step but are simple forms with simple caps.
Double Hung- 3 over 1
Exterior Windows:
Double Hung- 6 over 1 Double Hung- 6 over 6
Ganged French Casement
38
Exterior Doors:
Organic Median Refined
Typically dark bronze or black in color, with thin mutons and square or vertically proportioned divided lites. Doors to be
made
4039
Craftsman - Porches
Craftsman - Railings
4140
Southern Mercantile
The pedestrian scale and unique character of the town center commercial area is key to its continued viability. The Town
Center Commercial Building Typology known as Southern Mercantile provided in this section has been developed to maintain
this pedestrian scale and unique architecture while allowing for a vibrant and exciting shopping experience unique to the area.
The Town Center Commercial Building Typology is low-scale (1 to 2 story) with engaging street-level storefronts. The
massing, materials, and overall design of a commercial building is especially important on the front facade where a high level
of pedestrian activity will take place. Town center commercial buildings shall address all the practical needs for the building
occupants and its visitors. In a general view, the commercial building appearance is horizontal. It is a smaller scale 1 to 2
story building which can be expanded horizontally to accommodate more utilitarian building types such as restaurants, where
large openings engage customers or for al fresco dining. Upon this practical need for visibility, the wonderful creativity of
brickwork and wood trim satisfies the more ephemeral need for visual interest, distinction, and beauty. The following pages
detail height, massing and orientation standards that govern the Town Center Commercial Buildings and to ensure quality
and character.
SOUTHERN MERCANTILE FEATURES
1. Masonry wall construction
2. Flat roof with ornamented parapet
3. Brick and masonry detailing (i.e. corbeling, banding,
arches, or decorative motifs)
4. Horizontal/vertical banding of post and lintel structure
5. Large glazed storefront on the street
6. Limestone accents
7. Applied bulkhead letters or a place for mural signage
8. Brick patterned panels, defined column base detailing
*Design should incorporate 4-sided architecture.
4342
Southern Mercantile
TRANSPARENCY & ENTRANCES
• Primary storefront facades shall include traditional facade elements including display windows and the building or stores primary entrance.
• Primary storefront facades shall have a transparency of 40% to 80% of the facade.
• Secondary storefront facades shall have a minimum transparency of 20%.
• Primary internal facades shall have a minimum transparency of 50%.
• Functional windows and openings such as transparent “garage doors” are encouraged for pedestrians on primary internal facades to provide a
high level of interior and exterior interaction.
• Secondary internal facades shall have no minimum transparency requirement but are encouraged to incorporate faux openings with opaque
glazing.
• Service entrances are encouraged on secondary internal facades with opaque glazing on doors or specialty design doors.
• All storefront glazing surfaces should have metal trim and be divided with mullions between a range of 12” x 18” to 18” x 24” in size.
SYMMETRY
A town center commercial building shall have a structural order guided by the width of the overall building and its division into smaller
bays. There is a freedom in the choice and the number of bays which are only limited by the practical requirements of the structure and
the overall length of the property.
PROPORTION
A town center commercial building proportions are based upon and generated from very simple formulas and are very responsive to
utilitarian necessities (structural spans, column heights, etc). Wall opening dimensions need to honor standard masonry unit sizes,
minimizing awkward material cuts and misaligned openings. Building corners should maintain a 24” solid surface before the introduction
of any glazing to better ‘carry’ the building. The overall goal of the style should be an appearance of solid simplicity.
FLAT ROOF MASSING
Building shall be 1 to 2 stories (Maximum height of 28’ for single story) Parapets must extend a minimum of 5’ above the top of the roof
structure to ensure that all rooftop equipment is hidden from public view. Parapets must occur within the maximum building height.
Buildings are not required to have a cornice/eaves line distinct from the top of the parapet.All rooftop equipment shall fall within the
permissible roof heights, be located away from the building edge or areas exposed to the public street, and otherwise be screened from
view from adjacent public streets or be incorporated into the skin of the building or internal to the block. Access to rooftop equipment
shall be internal to the building. Conduits and other external service equipment shall be painted to match the color of the building.
4443
Southern Mercantile
ROOFTOP AMENITIES
Rooftop amenities are encouraged in the commercial area.
Railings and or parapets shall enclose rooftop amenities.
Railings visible from the street shall be of a transparent or majority-open design such as glass, cabling, picket, or other similar types of
railings.
Rooftop amenities shall be architecturally integrated to the building, and its materials and colors shall be compatible with the building
design.
The height of the rooftop amenity shall not exceed 15 ‘ or the height of the story immediately below the rooftop.
BAY RHYTHMS
Differentiated bays should be expressed on each facade of a building or store space directly fronting a public space or street.
Bays shall be a minimum of 20’ and a maximum of 30’ wide on primary storefront facades.
FACADE MATERIALS
Wall materials: brick (including washed and painted), stone, stucco
Trim/accent materials: brick, cast stone, wood
Wall material percentages for overall building:
4544
Southern Mercantile
AWNINGS
Awnings can range from flat metal planes held out from the wall surface by links or chains to soft, striped, curved canopies that move in the breeze. There
are no hard and fast typical rules for such a variety of design possibilities, hard or soft, shallow or deep, low or high pitch, sign or no sign, but the awning
should relate to and enhance to overall building composition. Once awnings fade or split from age/elements they must be replaced.
SIGNAGE
Primary storefront facades shall be limited to a total of three signs: one primary sign (a flush-mounted sign, an awning sign, or a painted sign) and two secondary signs not to exceed one blade sign and one window sign.
Secondary storefront facades that do not occupy a business’s primary entrance shall be limited to two signs. Flush-mounted signs on a secondary business that do not occupy a business’s primary entrance are prohibited on secondary facades. Painted signage on secondary storefront facades is encouraged. Pedestrian signs should be a primary form of signage. Window signage and blade signage are considered pedestrian signs. Window signage shall cover no more than 60% of a storefront window. Blade signs shall not exceed 3’x3’, the lowest portion of the sign must be located a minimum of 7 ‘ above the finished grade immediately below it.
Signage size maximums for flush-mounted and awning signage are 8’ x 2’.
Signage size maximums for painted signs are 10’ x 4’.
Painted signage and/or bold lettering mounted (or stenciled) onto friezes and/or head casing of storefronts, as well as painted lettering on awnings over entrances and storefront glass, should be the most common types of primary storefront facade signage. Pole or landmark signage is not permitted.
No signs shall have backlighting or contain internal illumination, but instead should be down or up lit, or contain backlit lettering.
Modest door signage does not count as a business’ window signage.
Signage shall be constructed only using material that complements the building and the district. Materials should consist of one or more of the following: wood, steel, aluminum, wrought iron, and/or metal grill work.
Prohibited signs and signage elements include, poll, billboard, digital, banner, roof mounted, changeable type, vinyl, and backlit signage.
All exterior temporary signage must be approved by the Park City Architectural Review Committee.
General to T2, T3, T4, T5, T6 - No additional signage will be permitted to these sections. The address number, no more that 6” vertical
shall be attached to the building in proximity to the principal entrance or at a mailbox. Specific to T2, T3 - Signage shall not be illuminated.
Specific to T4, T5, T6 - Signage shall be externally illuminated, except that signage within the shopfront glazing. Specific T2, T3, T4
- One blade sign for each business may be permantly installed perpendicular to the facade with in the first layer. Such a sign shall not
exceed a total of 4 square feet and shall clear 8 feet above the sidewalk. Specific to T5, T6 - Blade signs, not to exceed 6 square feet for
each seperate business entrance, may be attached to and should be perpendicular to the facade, and shall clear 8 feel above the sidewalk.
A single external permanent sign band may be applied to the facade of each building, providing that such sign not exceed 3 feet in height
by any length.
46
All exterior temporary signage must be approved by the Eastlake Village Architectural Review Committee.
45
Temporary Construction Site Sign: A sign on an active construction
site intended for temporary use during the construction period.
Permitted in all districts.
Temporary Sign: A sign intended for temporary use other
then temporary construction site signs and campaign signs.
Permitted in all districts.
Southern Mercantile - SIGNAGE TYPES
4746
Southern Mercantile - LIGHTING
Lighting fixtures shall be on primary facades throughout Park City.
Lighting fixtures’ appearance shall be relative to the merchantile style lighting types/
appearance.
The light fixtures shall be thoughtfully placed so as not to detract from the architecture
but enhance the massing and details of the varied facade elements.
Freestanding lighting shall have a coordinated design, and all shall be treated as a
coordinated system. Such as Bevelo gas lanterns or gooseneck lighting.
When fixtures are replaced or updated, they shall continue to complement the
collective lighting design.
With the exception of lights used to highlight architecture or other subjects, light
should not be directed above head height.
Flashing, neon, moving or high-intensity lights are not permitted.
All outdoor string lights shall be Edison-style. String lighting should be thought-
fully fixed to vertical structures in a way that complements architectural features.
String lighting should be included in site and architectural plans for design review.
All outdoor string lights shall be Edison-style. String lighting should be thoughtfully
fixed to vertical structures in a way that complements architectural features. String
lighting should be included in site and architectural plans for design review.
Parking Lot/Open Area Lighting
Parking lots with 50 or fewer spaces and open area requiring lighting for general
purposes shall have light poles that do not exceed 10’ overall height. Parking lots
having more that 50 spaces shall have light poles that do not exceed 15’ overall
height. Luminaries of a sharp cutt off design to shield light source above 72
degrees from vertical and providing 1.0 average maintained foor-candles with the
following uniformity ratios: 3:1 avg/min* (.33 FC min.), 12:1 max/min* (4.0 FC
min) are required in all cases. Public facilites such as lighted ball fields are excluded.
A photometric grid shall be furnished by developer at time of building permit
application.
*maximum or minimum foot-candle level at any point lighted area.
4847
Lighting fixtures shall be on primary facades throughout Eastlake Village.
Buildings and houses built near on the ocean (Coastal Environments), typically based on vernacular influences and materials depending on local regional
influences and materials available. Caribbean, Bermuda, West Indies, & Colonial Dutch, Charleston I-House, Shingle, Seaside Cottage, Cape Cod,
European Colonial, etc. Great examples of the variations of this style can be seen at the major developmets along Hightway 30-A Florida- Alys Beach,
Seaside, Rossemary Beach, Kaiya, Watercolor and Watersound.
Coastal
4948
Key Exterior Elements:
a. Mid to Low pitched, gable roof (occasionally hipped) with wide unenclosed eave overhang
b. Exposed roof rafter tails
c. Simplified decorative beams or brackets under gables
d. One and half stories
e. Porch support bases extending to ground level
f. Wood, stone or stucco siding
Exterior Windows
Coastal - Colors:
50
Gang windows Do not seperate windows
49
Coastal - Exterior Brackets:
Coastal - Exterior Lighting: Gas Lanterns
5251
Coastal - Porches
5453
~>i
.;
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Coastal - Entrance Gates:
The Best Gate & Fencing Materials for Coastal Areas
Whatever fence material you choose for your gate or fence, protection is always a game of keeping the elements
off of the actual core material of the fence.
• Cedar and Redwood: Due to their natural moisture resistance, cedar and redwood are highly popular materials
for coastal fence building. But that doesn’t mean that these woods don’t need protection from salt, sand, and sun.
On the coast, even cedar and redwood need to be stained or painted, and re-stained and repainted on a regular
schedule.
• Vinyl: Higher quality vinyl fencing can perform fairly well in the conditions of the coast. Being plastic, the major-
ity of the fence won’t be affected by moisture, and can be tough against the salt and sand if well made. The weakness
of vinyl fencing is in the fasteners. Unless it has another coating such as a powder coat or e-coat, all hardware used
along the coast should be made of stainless steel.
• Steel: Rust is the biggest drawback of steel, the presence of salt makes this tendency worse. That said, there are
some notable exceptions to this rule. With multiple high-quality coatings, steel can be an extremely practical choice
for fencing along a coast. A heavy coating of galvanization is important. For a steel fence that really lasts, my advice
is to seek out a manufacturer that uses several coatings for redundant protection from moisture and UV.
5554
Coastal - Roofing
NotApproved NotApproved
NotApprovedNotApproved NotApproved NotApproved
NotApprovedNotApproved
NotApproved NotApproved NotApproved NotApproved
Roof Configurations - no mansard, pent, lean to, or dome roofs.
Approved Materials - asphalt shingle, spanish tile, concrete tile, slate, clay tile, metal , and wood shingles are allowed.
5655
Village
N
0 50 100 200
100 SCALE
POINT OF COMMENCEMENT
POINT OF BEGINNING
POP 15,436
FAIRHOPE
School
Fairhope
#5660
VFW
ChurchEra
Church
Fairhope
Church
Samaritan
Good
Church
Beach
Twin
Church
Fairhope
SCENIC
ALT
A2.38.630 29
28
27
2221
10
SITE
WHITE GROVE SUBDIVISION, UNIT TWO(SLIDE 1344-B)STATE HIGHWAY 181PUBLIC RIGHT-OF-WAY VARIESFAIRHOPE AVENUE PUBLIC RIGHT-OF-WAY VARIES
GAYFER ROAD EXTENSION 60' PUBLIC RIGHT-OF-WAY
LOT69LOT68LOT67LOT66LOT65LOT64LOT63LOT62LOT61LOT60LOT59LOT58LOT56LOT57Eastlake
A Planned Unit DevelopmentAerial Overlay
50' X 50' PROPOSED
LIFT STATION LOCATION
Civil
(251) 990-6566
9969 WINDMILL ROADFAIRHOPE, AL 36532
Engineering
& Surveying DHYDHY
WM WM
WM
WM
WM
WM
WV
WV
WV
ICVICV
ICVICVBPWMWMWM
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VICINITY MAP
PROPERTY IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 15,
TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA.N00°31'02"E1297.77'N01°05'33"E1297.06'S00°53'13"W407.00'100.24'S00°53'31"W1995.96'S00°53'31"W1562.96'S00°53'31"W433.00'S89°49'21"E 1282.66'
(C) S00°31'02"W 30.00'
S45°31'5
4
"
W
N83°48'43"W 67.36'
N89°46'35"W 200.00'
S86°13'10"W 100.24'S00°53'13"W299.14'(C) N89°51'12"W 1320.21'
N89°46'35"W 811.82'
132.23'107.86'S00°53'13"WS04°53'45"W(R) N00°32'08"E1297.92'(R) N01°04'41"E1296.67'(D) S00°44'18"W(R) S00°12'30"W 30.40'
(R) N89°46'38"W811.63'
THE NORTHEAST CORNER OF SECTION
15, TOWNSHIP 6 SOUTH, RANGE 2 EAST
1/2" CRF
1/2" CRF
1/2" CRF
1/2" RBF
(CA-0092-LS)(LS #19254)
1/2" CRF
(LS #19254)1/2" CRF(LS #19254)1/2" CRF
(LS #19254)
(ILLEGIBLE)
1/2" CRS
(CA-1167-LS)1/2" CRS(CA-1167-LS)1/2" CRS(CA-1167-LS)1/2" CRS(CA-1167-LS)1/2" CRS(CA-1167-LS)1/2" CRF
(LS #19254)
1/2" CRF
(CA-0089-LS)
1/2" CRF
(CA-0089-LS)
1/2" CRF
(CA-0089-LS)
GM
GVGVGV
GM
GV
GM
GV
TCB
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
GAS
FIBER
FIBER
FIBER
FIBER
GASWATERFIBER
GAS
FIBER
FIBER
FIBER FIBERFIBER
FIBER FIBER
FIBER FIBER
WATER
GAS
GAS
FIBER
FIBER
FIBER
FIBERFIBER
FIBER
33"
24"
25"
22"
25"20"
28"
28"
20"
20"
45"
36"
26"
36"
29"
50"
22"27"
39"22"
42"LIVE
23"
31"
30"29"30"
22"
28"29"
58"LIVE
26"LIVE
32"LIVE
TJ
TJ
TJ
TJTJ
TJ
TJ
TJ
TJ TJ TJTJ TJTJ
TT
T
TTT
T
T
T
T
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44
13
3
13
98
44
46
48
30
104
1819818" RCP
13-1/2"X22 RCAP13-1/2"X22 RCAP36" RCP36"X58-1/2" RCAP18" RCP18" RCP24" RCP24" RCP13-1/2"X22 RCAP13-1/2"X22 RCAP13-1/2"X22 RCAP
13-1/2"X22 RCAP15-1/2"X26 RCAP
18" RCP 24" RCP36" RCP24" RCP60" RCP18 RCP18 RCP18" RCP
18" RCP
36"X58-1/2" RCAP
31-5/16"X51-1/8" RCAP18" RCP18" RCP
18" RCP
INV:107.79'
SVSV ELEVATION 105ELE
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6
ELEVA
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ELEVATION 109
40'X40' BELLSOUTH
TELECOMMUNICATIONS, INC. EASEMENT
(INS #969094)
(EXCEPTION 14)
RIGHT-OF-WAY TO BALDWIN COUNTY,
ALABAMA
(RPB 396 PG 756)
(EXCEPTION 11)
EDGE OF PAVEMENT
EDGE OF PAVEMENT EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
HIGHWAY CONSTRUCTION SETBACK
(100' FROM CENTER OF RIGHT-OF-WAY)
HIGHWAY CONSTRUCTION SETBACK
(75' FROM CENTER OF RIGHT-OF-WAY)HIGHWAY CONSTRUCTION SETBACK(100' FROM CENTER OF RIGHT-OF-WAY)HIGHWAY CONSTRUCTION SETBACK(100' FROM CENTER OF RIGHT-OF-WAY)HCPHCP
HCPHCPHCPHCPHCP
HCP
RIP-RAP
RIP-RAP RIP-RAP
FENCE REMAIN IN R/W
FENCE ONLINE
FENCE WESTOF LINEEND OF FENCE
END OF FENCE
END OF FENCE
FENCE WESTOF LINEFENCEONLINE28.5'37.6'23.5'22.4'ONLYONLYONLYONLYONLYONLYONLYONLY50' PUBLIC ROW11'-0"Unit 2A
Unit 2B
Unit 1A
Unit 1C
Porch
PorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUni
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Por
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PorchUnit 1A
Unit 1B
Unit 2B
(above)
Unit 1B Unit 1A Unit 2A
Unit 2A
PorchService
Core
Unit 1B
Unit 2B
(above)
Unit 1B
Unit 1AUnit 2A
Unit 2A
Porch
Porch
PorchUnit 3CUnit 3CPorchUnit 2CUnit 2CPorchUnit 3CUnit 3CPorch3 BDCOTTAGE3 BDCOTTAGEPorch2 BDCOTTAGE2 BDCOTTAGE3 BDCOTTAGE3 BDCOTTAGEPorch2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE3 B
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Unit 2B
Porch
Porch
Unit 2A
Unit 2B
Unit 2A
Unit 2B
Unit 1A
Unit 1C
Porch
Porch1 BDCOTTAGE1 BDCOTTAGEPorch3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch
3 BD
TH
3 BD
TH
3 BD
TH
Porch
3 BD
TH
3 BD
TH
3 BD
TH
3 BD
TH Porch3 BDTH3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTHUnit 3C Unit 3C
Porch
3 BDCOTTAGE3 BDCOTTAGEPorchUnit 2CUnit 1CPorchUnit 2C
Unit 1CPorch
Unit 1CPorchUnit 1CUnit 2CUnit 2CPorchUnit 2CUnit 2CPorchUnit 3CUnit 3CPorchPorch
Unit 1E Unit 2D
PorchUnit 1E Unit 2D
Porch
Unit 1E Unit 2D
PorchUnit 1E Unit 2D
60.8'45.0' 45.0' 45.0'60.0'
20'
45.0'57.0'100.0'100.0'100.0'100.0'100.0'100.0'100.0'90.0'90.0'90.0'90.0'58.9'45.0'45.0'57.2'50.0'50.0'90.0'90.0'100.0'22'
28'100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'59.7'45.0' 45.0' 45.0' 45.0'45.0'45.0' 45.0'45.0'59.7'100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0'10'60.0'45.0' 45.0' 45.0' 45.0'45.0' 45.0' 45.0' 45.0'
45
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90.0'
90.0'90.0'
90.7'
83.3'
90.0'
90.0'
90.0'
90.0'
1
5
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10 FT. UTILITY & PEDESTRIAN EASEMENT
10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT
10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT
10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. U
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5 FT. PEDESTRIAN EASEMENT5 F
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50' PUBLIC ROW
50' PUBLIC ROW
50' PUBLIC ROW50' PUBLIC ROW50'
P
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10.56 AC LOT 2A1.67 AC7.22 AC
Common
6.32 AC
LOT 3
Common
6.45 AC
LOT 4
3.11 AC
LOT 5
3.42 AC2.98 AC
LOT 6
LOT 1
5.05 AC
LOT 8
22.81 AC
LOT 7
1.04 AC
5
Unit 2A
Unit 2B
Unit 1A
Unit 1C
Porch
PorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUn
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Unit 2B
Porch
Porch
Unit 2A
Unit 2B
Unit 2A
Unit 2B
Unit 1A
Unit 1C
Porch
PorchPorch3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch
3 BD
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TH
3 BD
TH Porch3 BDTH3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTHUnit 3C Unit 3C
Porch
3 BDCOTTAGE3 BDCOTTAGEPorchUnit 2CUnit 1CPorchUnit 2C
Unit 1CPorch
Unit 1CPorchUnit 1CUnit 2CUnit 2CPorchUnit 2CUnit 2CPorchUnit 3CUnit 3CPorchPorch
Unit 1E Unit 2D
PorchUnit 1E Unit 2D
2 BD
COTTAGE
1 BD
COTTAGE
2 BD
COTTAGE
1 BD
COTTAGE
Unit 1A
Unit 1B
Unit 2B
(above)
Unit 1B Unit 1A Unit 2A
Unit 2A
PorchService
Core
Unit 1B
Unit 2B
(above)
Unit 1B
Unit 1AUnit 2A
Unit 2A
Porch
Porch
Porch11'-0"DHYDHY
WM WM
WM
WM
WM
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WV
WV
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PROPERTY IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 15,
TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA.N00°31'02"E1297.77'N01°05'33"E1297.06'S00°53'13"W407.00'100.24'S00°53'31"W1995.96'S00°53'31"W1562.96'S00°53'31"W433.00'S89°49'21"E 1282.66'
(C) S00°31'02"W 30.00'
S45°31'5
4
"
W
N83°48'43"W 67.36'
N89°46'35"W 200.00'
S86°13'10"W 100.24'
(C) N89°51'12"W 1320.21'S00°53'13"W299.14'N89°46'35"W 811.82'
132.23'107.86'S00°53'13"WS04°53'45"W(R) N00°32'08"E1297.92'(R) N01°04'41"E1296.67'(D) S00°44'18"W(R) S00°12'30"W 30.40'
(R) N89°46'38"W811.63'
THE NORTHEAST CORNER OF SECTION
15, TOWNSHIP 6 SOUTH, RANGE 2 EAST
1/2" CRF
1/2" CRF
1/2" CRF
1/2" RBF
(CA-0092-LS)(LS #19254)
1/2" CRF
(LS #19254)1/2" CRF(LS #19254)1/2" CRF
(LS #19254)
(ILLEGIBLE)
1/2" CRS
(CA-1167-LS)1/2" CRS(CA-1167-LS)1/2" CRS(CA-1167-LS)1/2" CRS(CA-1167-LS)1/2" CRS(CA-1167-LS)1/2" CRF
(LS #19254)
1/2" CRF
(CA-0089-LS)
1/2" CRF
(CA-0089-LS)
1/2" CRF
(CA-0089-LS)
GM
GVGVGV
GM
GV
GM
GV
TCB
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER
GAS
FIBER
FIBER
FIBER
FIBER
GASWATERFIBER
GAS
FIBER
FIBER
FIBER FIBERFIBER
FIBER FIBER
FIBER FIBER
WATER
GAS
GAS
FIBER
FIBER
FIBER
FIBERFIBER
FIBER
33"
24"
25"
22"
25"20"
28"
28"
20"
20"
45"
36"
26"
36"
29"
50"
22"27"
39"22"
42"LIVE
23"
31"
30"29"30"
22"
28"29"
58"LIVE
26"LIVE
32"LIVE
TJ
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Fairhope
#5660
VFW
Church
Era
Church
Fairhope
Church
Samaritan
Good
Church
Beach
Twin
Church
Fairhope
SCENIC
ALT
30 29
28
27
2221
10
104
1819818" RCP
13-1/2"X22 RCAP13-1/2"X22 RCAP36" RCP36"X58-1/2" RCAP18" RCP18" RCP24" RCP24" RCP13-1/2"X22 RCAP13-1/2"X22 RCAP13-1/2"X22 RCAP
15-1/2"X26 RCAP
18" RCP 24" RCP36" RCP24" RCP60" RCP18 RCP18 RCP18" RCP
18" RCP
36"X58-1/2" RCAP
31-5/16"X51-1/8" RCAP18" RCP18" RCP
18" RCP
INV:107.79'
SVSV ELEVATION 105ELEVATI
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1
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ELEVATION 109
28.5'37.6'23.5'22.4'11
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45.0'57.0'100.0'100.0'100.0'100.0'100.0'100.0'100.0'90.0'90.0'90.0'90.0'58.9'45.0'45.0'57.2'50.0'50.0'90.0'90.0'100.0'22'
28'100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'59.7'45.0' 45.0' 45.0' 45.0'45.0'45.0' 45.0'45.0'59.7'100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'
100.0'44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0'10'60.0'45.0' 45.0' 45.0' 45.0'45.0' 45.0' 45.0' 45.0'
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90.0'
90.0'
90.0'
90.0'
90.0'
1
5
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5
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'
90.0'10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10
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10 FT. UTILITY & PEDESTRIAN EASEMENT
10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT
10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT
10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. U
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10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10
F
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3
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WET
LAND
BUFFER
3
0
FT
WET
LAND
BUFFER30 FT WETLAND BUFFER30 FT WETLAND BUFFER5 FT. UTILITY & PEDESTRIAN EASEMENT5 FT. UTILITY & PEDESTRIAN EASEMENT
5 FT. UTILITY & PEDESTRIAN EASEMENT5 FT. UTI
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5 F
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30'BUF
F
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R
30'
BUFF
E
R 50' PUBLIC ROW50' PUBLIC ROW50' PUBLIC ROW60' ACCESS, AND UTILITY EASEMENT50' PUBLIC ROW50' PUBLIC ROW
50' PUBLIC ROW
50' PUBLIC ROW
50' PUBLIC ROW50' PUBLIC ROW60'
A
C
C
E
S
S
&
UTILITY EASEMENT 80' PUB
LI
C
R
O
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50'
P
U
B
L
I
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O
W
LOT 2B
10.56 AC LOT 2A1.67 AC7.22 AC
Common
6.32 AC
LOT 3
LOT 4
3.11 AC
LOT 5
3.42 AC2.98 AC
LOT 6
LOT 1
5.05 AC
LOT 8
LOT 7
1.04 AC
18.05 AC
LOT 9
3.98 AC
LOT 10
0.23 AC
Common6.21 AC
LEGEND:
N
POINT OF COMMENCEMENT
POINT OF BEGINNING
WHITE GROVE SUBDIVISION, UNIT TWO(SLIDE 1344-B)STATE HIGHWAY 181PUBLIC RIGHT-OF-WAY VARIESFAIRHOPE AVENUE PUBLIC RIGHT-OF-WAY VARIES
GAYFER ROAD EXTENSION 60' PUBLIC RIGHT-OF-WAY
LOT69LOT68LOT67LOT66LOT65LOT64LOT63LOT62LOT61LOT60LOT59LOT58LOT56LOT57ONLYONLYONLYONLYONLYONLYONLYONLY44
13
3
13
98
44
46
48
30
POP 15,436
FAIRHOPE
LEGEND:
N
POINT OF COMMENCEMENT
POINT OF BEGINNING
WHITE GROVE SUBDIVISION, UNIT TWO(SLIDE 1344-B)STATE HIGHWAY 181PUBLIC RIGHT-OF-WAY VARIESFAIRHOPE AVENUE PUBLIC RIGHT-OF-WAY VARIES
GAYFER ROAD EXTENSION 60' PUBLIC RIGHT-OF-WAY
LOT69LOT68LOT67LOT66LOT65LOT64LOT63LOT62LOT61LOT60LOT59LOT58LOT56LOT57= ELECTRIC METER
= WATER VALVE
= WATER METER
= GUY WIRE
= UTILITY POLE
= GAS METER
= GAS VALVE
T
GM
WM
= REBAR FOUND
= CAPPED REBAR FOUND
= CAPPED REBAR SET (CA-1167-LS)
= TELEPHONE PEDESTAL
= SEWER VALVESV
(C)= CALCULATED BEARING AND DISTANCE
(R)= RECORD BEARING AND DISTANCE FOR TITLE POLICY
EM
GV
WV
= IRRIGATION CONTROL VALVE
= FIRE HYDRANTDHY
= CHAIN LINK FENCE
= OVERHEAD POWER LINE
= UTILITY MARKER
= POST & WIRE FENCE
= WOOD FENCE
RPB = REAL PROPERTY BOOK
PG = PAGE
#= NUMBER
= SECTION LINE
INS = INSTRUMENT
ICV
INV = INVERT
HW = HEADWALL
(D)= RECORD DEED BEARING AND DISTANCE
RCAP = REINFORCED CONCRETE ARCH PIPE
RCP = REINFORCED CONCRETE PIPE
= TELEPHONE JUNCTION BOX (INGROUND)
= TRAFFIC LIGHT POLE
= GUARDRAIL
= BACKFLOW PREVENTER
= FEMA FLOOD ZONE X SHADED
= FEMA FLOOD ZONE AE
= FEMA FLOODWAY
= WETLANDS IDENTIFIED BY WETLAND SCIENCES
TJ
RBF
CRF
CRS
40'X40' BELLSOUTHTELECOMMUNICATIONS, INC. EASEMENT(INS #969094)(EXCEPTION 14)CA-XXXX-LS = CERTIFICATE OF AUTHORIZATION LAND SURVEYING
LS = LICENSED SURVEYOR
RIGHT-OF-WAY TO BALDWIN COUNTY,
ALABAMA
(RPB 396 PG 756)
(EXCEPTION 11)
(EXCEPTION 20)
EDGE OF PAVEMENT
EDGE OF PAVEMENT EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
HIGHWAY CONSTRUCTION SETBACK
(100' FROM CENTER OF RIGHT-OF-WAY)
HIGHWAY CONSTRUCTION SETBACK
(75' FROM CENTER OF RIGHT-OF-WAY)HIGHWAY CONSTRUCTION SETBACK(100' FROM CENTER OF RIGHT-OF-WAY)HIGHWAY CONSTRUCTION SETBACK(100' FROM CENTER OF RIGHT-OF-WAY)HCPHCP
HCPHCPHCPHCPHCP
HCP
RIP-RAP
RIP-RAP RIP-RAP
HCP = HANDI-CAPPED SIDEWALK PAD
BLDG = BUILDING
FENCE REMAIN IN R/W
FENCE ONLINE
FENCE WESTOF LINEEND OF FENCE
END OF FENCE
END OF FENCE
FENCE WESTOF LINEFENCEONLINEVICINITY MAP
SITE
6
Segio UIGaramon
d
DN-03DN-06DN-01DN-02DN-3BDN-3CDN-3RDN-04DN-05DN-Abo
v
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DN-ADA
-
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DN-APPL
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DN-AREA
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DN-CEIL
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DN-COL
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DN-COL
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DN-DEM
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DN-DIMDN-DOO
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DN-DOO
R
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DN-DOO
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DN-ELEC
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DN-FURNDN-GUID
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DN-HIDD
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DN-WND
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DN-LAN
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DN-MILL
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DN-MILL
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DN-NOT
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DN-PARK
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DN-PART
I
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DN-STRU
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Elevations/SectionsFloor/Roof/Foundation plans
Text
WMBellsouthEasementUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 2CUnit 1CPorchUnit
3
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Unit 2C
Unit 1CPorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardMR
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901201001951 BDCOTTAGE1 BDCOTTAGE
Pool650 SF650 SF650 SF Unit 1AUnit 1BUnit 2B(above)Unit 1BUnit 1AUnit 2AUnit 2APorc
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ServiceCoreUnit 1BUnit 2B(above)Unit 1BUnit 1AUnit 2AUnit 2APorchPorchPorc
h Unit 3CUnit 3CPorchUnit 2CUnit 2CPorchUnit 3CUnit 3CPorch3 BDCOTTAGE3 BDCOTTAGEPorch2 BDCOTTAGE2 BDCOTTAGE3 BDCOTTAGE3 BDCOTTAGEPorch2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE3 BDCOTTAGE3 BDCOTTAGEPorch2 BDCOTTAGE2 BDCOTTAGE3 BDCOTTAGE3 BDCOTTAGEPorch1 BDCOTTAGE1 BDCOTTAGE1 BDCOTTAGE1 BDCOTTAGE40 DU92 Parks13.8k Comm.100 Keys22 Cottages116 Parks82 DU96 ParksUnit 1AUnit 1BUnit 2B
(above)
Unit 1B Unit 1A Unit 2A
Unit 2A
PorchServiceCore
Unit 1BUnit 2B(above)
Unit 1B
Unit 1AUnit 2A
Unit 2A
Porch
PorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 1AUnit 1BUnit 2B(above)Unit 1BUnit 1A Unit 2AUnit 2APorchServiceCoreUnit 1BUnit 2B(above)Unit 1BUnit 1AUnit 2AUnit 2APorchPorchPorch60 DU90 Parks20.5k Comm.36 DU64 Parks8.5k Comm.2 BDCOTTAGE 2 BDCOTTAGE
89 DU91 Parks2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE1 BDCOTTAGE1 BDCOTTAGE2 BDCOTTAGE 2 BDCOTTAGE
1 BDCOTTAGE1 BDCOTTAGE12 DU105 ParksPorch3 BDTH2 BDTH2 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardUnit 2AUnit 2BUnit 1AUnit 1CPorchPorch4.4k4.4kTJTJTJTJTJTJTJTTTTTTTTTJTTJTJTJTJTJTJTOHP
OHP OHP
OHP
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Unit 2CUnit 2CPorchDrive Thru4kUnit 2AUnit 2BPorchPorchUnit 2AUnit 2B10kUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchPumpsTTTT36 DU73 Parks16.75k Comm.Porch3 BDTH3 BDTHPorch
3 BDTH 3 BDTH
Porch3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTHP/G11'-0"Unit 3CUnit 3CPorch3 BDCOTTAGE3 BDCOTTAGEPorch3kUnit 2CUnit 1CPorchUnit 2
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Unit 3CUnit 3CPorch1.8k1.8k4.0kPorchUnit 1E Unit 2DPorchUnit 1E Unit 2D3k2 BDCOTTAGE1 BDCOTTAGE2 BDCOTTAGE1 BDCOTTAGEUnit 1AUnit 1BUnit 2B(above)Unit 1BUnit 1A Unit 2AUnit 2AServiceCoreUnit 1BUnit 2B(above)Unit 1BUnit 1AUnit 2AUnit 2APorchPorchPorch650 SF
LAND USE PLAN
SCALE 1" = 100'-0"
I. LAND USE PLAN
LEGENDSINGLE-FAMILY - 5.40 ACRES ( 7.1%)
TWO-FAMILY - 4.44 ACRES ( 5.8%)
TOWNHOUSE - 2.24 ACRES ( 2.9%)
HOSPITALITY - 1.56 ACRES ( 2.1%)
MULTIFAMILY -11.27 ACRES (14.8%)
COMMERCIAL/MIXED-USE- 7.69 ACRES (10.1%)
OUTDOOR RECREATION - 6.60 ACRES ( 8.7%)
OPEN SPACE - 26.39 ACRES (34.7%)TOTAL 65.59 ACRES (86.3%)NEW R.O.W. 10.41 ACRES (13.7%)
AL - 181 GAYFER ROADFAIRHOPE AVENUE0.278 ac
Civil
(251) 990-6566
9969 WINDMILL ROADFAIRHOPE, AL 36532
Engineering& Surveying
PROJ MGR
OFSHEET
FILE
PROJECT
SCALE
DED
11
20231325.DWG
20231325
1" = 100'
CHKD.RDC
DRAWN JAF
68V PAY DIRT, LLC
B AAMALA
HLD E.D IED
AVI
LEGEND:
T
GM
WM
EM
ALTA/NSPS LAND TITLE SURVEY
N
0 50 100 200
100 SCALE
VICINITY MAP
FLOOD STATEMENT
SCHEDULE B - EXCEPTIONS
DESCRIPTION COPIED FROM SCHEDULE "C" OF COMMONWEALTH
LAND TITLE INSURANCE COMPANY; ISSUING OFFICE: ALABAMA
LAND TITLE COMPANY, INC., COMMITMENT NO.: 23-001332
DESCRIPTION AS SURVEYED:
SURVEYOR'S CERTIFICATE:
TABLE "A" RESPONSES:
SPECIAL NOTE:
POINT OF COMMENCEMENT
1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
16 17 18 19 20 21 22 23 24 2625
15
27
28
29
30
31
32
34
35
36
37
38
394142434445
33
40
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
23 45
GM
TJ
TJ
TJ
TJTJ
TJ
TJ
TCB
TT
T
TTT
T
T
WM WM
WM
WM
WM
WM
POINT OF BEGINNING
SITE
BP
GM
TJ
T
WM WM WM
ELEVATION 105ELEVATION 106ELEVATI
O
N
1
0
8
ELEVATION 109
WHITE GROVE SUBDIVISION, UNIT TWO(SLIDE 1344-B)STATE HIGHWAY 181 PUBLIC RIGHT-OF-WAY VARIESFAIRHOPE AVENUE PUBLIC RIGHT-OF-WAY VARIES
GAYFER ROAD EXTENSION 60' PUBLIC RIGHT-OF-WAY
LOT 69LOT 68LOT 67LOT 66LOT 65LOT 64LOT 63LOT 62LOT 61LOT 60LOT 59LOT 58LOT 56LOT 57TJ
BP
13
PARCEL A - INS #1722152
PARCEL A - INS #1722152PARCEL B - INS #1722152
PARCEL B - INS #172215275.87± ACRES
GM TJ TJ TJTJ TJTJ
T
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WM
WM WMWM
GM
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SURVEYOR'S NOTES:O:\Projects\20231325 KLUMPP PUD\Surveying\20231325.dwg, 2/12/2024 9:02:05 AM8
K. ALTA SURVEY
EASTLAKE VILLAGE
Civil
(251) 990-6566
9969 WINDMILL ROADFAIRHOPE, AL 36532
Engineering& Surveying Village
LEGEND:
T
GM
WM
EM
N
0 50 100 200
100 SCALE
VICINITY MAP
POINT OF COMMENCEMENT
GM
TJ
TJ
TJ
TJTJ
TJ
TJ
TCB
TT
T
TTT
T
T
WM WM
WM
WM
WM
WM
POINT OF BEGINNING
SITE
BP
GM
TJ
T
WM WM WM
ELEVATION 105ELEVATION 106ELEVATI
O
N
1
0
8
ELEVATION 109
WHITE GROVE SUBDIVISION, UNIT TWO(SLIDE 1344-B)STATE HIGHWAY 181 PUBLIC RIGHT-OF-WAY VARIESFAIRHOPE AVENUE PUBLIC RIGHT-OF-WAY VARIES
GAYFER ROAD EXTENSION 60' PUBLIC RIGHT-OF-WAY
TJ
BP
GM TJ TJ TJTJ TJTJ
T
T
WM
WM WMWMElevations/SectionsFloor/Roof/Foundation plansUnit 2A
Unit 2B
Unit 1A
Unit 1C
Porch
PorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit
2
C
Unit
1
C
Porc
hUnit 3CUnit 3CPorchUnit 2CUnit 1CPorchUnit
2
A
Unit
2
B
Unit
1
A
Unit
1
C
Porc
h
Porc
h
Porch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYard2 BDCOTTAGE2 BDCOTTAGE1 BDCOTTAGE1 BDCOTTAGEUnit
1
A
Unit
1
B
Unit
2
B
(abo
v
e
)
Unit
1
B
Unit
1
A
Unit
2
A
Unit
2
APorch
Servi
c
e
Core
Unit
1
B
Unit
2
B
(abo
v
e
)
Unit
1
B
Unit
1
A
Unit
2
A
Unit
2
A
Porc
h
Porc
h
PorchUnit 1AUnit 1BUnit 2B(above)
Unit 1B Unit 1A Unit 2A
Unit 2A
PorchServiceCore
Unit 1BUnit 2B(above)
Unit 1B
Unit 1AUnit 2A
Unit 2A
Porch PorchUnit 3CUnit 3CPorchUnit 2CUnit 2CPorchUnit 3CUnit 3CPorch3 BDCOTTAGE3 BDCOTTAGEPorch2 BDCOTTAGE2 BDCOTTAGE3 BDCOTTAGE3 BDCOTTAGEPorch2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE3 BDCOTT
A
G
E
3 BDCOTT
A
G
E
Porc
h
2 BDCOTTAGE2 BDCOTTAGE2 BDCOTT
A
G
E
2 BDCOTT
A
G
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3 BDCOTT
A
G
E
3 BDCOT
T
A
G
E
Porc
h 1 BDCOTTAGE1 BDCOTTAGE1 BDCOTTAGE1 BDCOTTAGEUnit 1AUnit 1BUnit 2B(above)Unit 1BUnit 1A Unit 2AUnit 2APorchServiceCoreUnit 1BUnit 2B(above)Unit 1BUnit 1AUnit 2AUnit 2APorchPorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 1AUnit 1BUnit 2B(above)Unit 1BUnit 1A Unit 2AUnit 2APorchServiceCoreUnit 1BUnit 2B(above)Unit 1BUnit 1AUnit 2AUnit 2APorchPorchPorch2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE1 BDCOTTAGE1 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE1 BDCOTTAGE1 BDCOTTAGEPorch3 BDTH2 BDTH2 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 2CUnit 2CPorchUnit 2A
Unit 2B
Porch
Porch
Unit 2A
Unit 2B
Unit 2A
Unit 2B
Unit 1A
Unit 1C
Porch
Porch1 BDCOTTAGE1 BDCOTTAGEPorch3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch
3 BDTH 3 BDTH 3 BDTH
Porch
3 BDTH 3 BDTH 3 BDTH 3 BDTH Porch3 BDTH3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTH11'-0"Unit 3C Unit 3C
Porch
3 BDCOTTAGE3 BDCOTTAGEPorchUnit 2CUnit 1CPorchUnit 2C
Unit 1CPorch
Unit 1CPorchUnit 1CUnit 2CUnit 2CPorchUnit 2CUnit 2CPorchUnit 3CUnit 3CPorchPorch
Unit 1E Unit 2D
PorchUnit 1E Unit 2D
Porch
Unit 1E Unit 2D
PorchUnit 1E Unit 2D
Eastlake
A Planned Unit DevelopmentProposed Parcel Division
LOT 2B
10.56 AC LOT 2A1.67 AC7.22 AC
Common
6.32 AC
LOT 3
Common
6.45 AC
LOT 4
3.11 AC
LOT 5
3.42 AC2.98 AC
LOT 6
LOT 1
5.05 AC
50' X 50' PROPOSEDLIFT STATION LOCATION
LOT 8
22.81 AC
LOT 7
1.04 AC
9L. LOT PLAN
Unit 2A
Unit 2B
Unit 1A
Unit 1C
Porch
PorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUni
t
2
C
Un
i
t
1
C
Po
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c
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A
Uni
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B
Uni
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A
Uni
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1
C
Por
c
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Por
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Porch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYard1 BDCOTTAGE1 BDCOTTAGEUn
i
t
1
A
Uni
t
1
B
Un
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B
(ab
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v
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)
Uni
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Uni
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1
A
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A
Un
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APorch
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Co
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Uni
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Uni
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Uni
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PorchUnit 3CUnit 3CPorchUnit 2CUnit 2CPorchUnit 3CUnit 3CPorch3 BDCOTTAGE3 BDCOTTAGEPorch2 BDCOTTAGE2 BDCOTTAGE3 BDCOTTAGE3 BDCOTTAGEPorch2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE3 B
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h 1 BDCOTTAGE1 BDCOTTAGE1 BDCOTTAGE1 BDCOTTAGEUnit 1AUnit 1BUnit 2B(above)Unit 1BUnit 1A Unit 2AUnit 2APorchServiceCoreUnit 1BUnit 2B(above)Unit 1BUnit 1AUnit 2AUnit 2APorchPorchPorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 1AUnit 1BUnit 2B(above)Unit 1BUnit 1A Unit 2AUnit 2APorchServiceCoreUnit 1BUnit 2B(above)Unit 1BUnit 1AUnit 2AUnit 2APorchPorchPorch2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE1 BDCOTTAGE1 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE1 BDCOTTAGE1 BDCOTTAGEPorch3 BDTH2 BDTH2 BDTH3 BDYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 2CUnit 2CPorchUnit 2A
Unit 2B
Porch
Porch
Unit 2A
Unit 2B
Unit 2A
Unit 2B
Unit 1A
Unit 1C
Porch
PorchPorch3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH 3 BDTH 3 BDTH Porch3 BDTH 3 BDTH 3 BDTH 3 BDTH Porch3 BDTH3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTHUnit 3C Unit 3C
Porch
3 BDCOTTAGE3 BDCOTTAGEPorchUnit 2CUnit 1CPorchUnit 2C
Unit 1CPorch
Unit 1CPorchUnit 1CUnit 2CUnit 2CPorchUnit 2CUnit 2CPorchUnit 3CUnit 3CPorchPorch
Unit 1E Unit 2D
PorchUnit 1E Unit 2D
2 BD
COTTAGE
1 BD
COTTAGE
2 BD
COTTAGE
1 BD
COTTAGE
Unit 1A
Unit 1B
Unit 2B
(above)
Unit 1B Unit 1A Unit 2A
Unit 2A
PorchService
Core
Unit 1B
Unit 2B
(above)
Unit 1B
Unit 1AUnit 2A
Unit 2A
Porch
Porch
Porch11'-0"DHYDHYWMWMWMWM
WM
WM
WV WV WVICVICVICVICVBPWMWMWM
WV
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WM
WM WMWM
PROPERTY IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 15,TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA.N00°31'02"E1297.77'N01°05'33"E1297.06'S00°53'13"W407.00'100.24'S00°53'31"W1995.96'S00°53'31"W1562.96'S00°53'31"W433.00'S89°49'21"E 1282.66'(C) S00°31'02"W 30.00'
S45°31'5
4
"
W
N83°48'43"W 67.36'
N89°46'35"W 200.00'
S86°13'10"W 100.24'S00°53'13"W299.14'(C) N89°51'12"W 1320.21'
N89°46'35"W 811.82'
132.23'107.86'S00°53'13"WS04°53'45"W(R) N00°32'08"E1297.92'(R) N01°04'41"E1296.67'(D) S00°44'18"W(R) S00°12'30"W 30.40'
(R) N89°46'38"W811.63'
THE NORTHEAST CORNER OF SECTION15, TOWNSHIP 6 SOUTH, RANGE 2 EAST1/2" CRF
1/2" CRF
1/2" CRF
1/2" RBF
(CA-0092-LS)(LS #19254)
1/2" CRF
(LS #19254)1/2" CRF(LS #19254)1/2" CRF
(LS #19254)
(ILLEGIBLE)
1/2" CRS
(CA-1167-LS)1/2" CRS(CA-1167-LS)1/2" CRS(CA-1167-LS)1/2" CRS(CA-1167-LS)1/2" CRS(CA-1167-LS)1/2" CRF
(LS #19254)
1/2" CRF
(CA-0089-LS)
1/2" CRF
(CA-0089-LS)
1/2" CRF
(CA-0089-LS)
GM
GVGVGV
GM
GV
GM
GV
TCB
FIBERFIBERFIBERFIBER
FIBER
FIBER
FIBER
FIBER
FIBER
GAS
FIBER
FIBER
FIBER
FIBER
GASWATERFIBER
GAS
FIBER
FIBER
FIBER FIBERFIBER
FIBER FIBER
FIBER FIBER
WATER
GAS
GAS
FIBERFIBERFIBERFIBERFIBERFIBER33"24"25"22"
25"20"
28"
28"
20"
20"
45"
36"
26"
36"
29"
50"
22"27"39"22"42"LIVE
23"
31"
30"29"30"
22"
28"29"
58"LIVE26"LIVE32"LIVE TJ TJ
TJ
TJTJ
TJ
TJ
TJ
TJ TJ TJTJ TJTJ
TT
T
TTT
T
T
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T A2.38.6SchoolFairhope #5660VFWChurchEraChurchFairhopeChurchSamaritanGoodChurchBeachTwin ChurchFairhopeSCENICALT30292827222110104 1819818" RCP 13-1/2"X22 RCAP13-1/2"X22 RCAP36" RCP36"X58-1/2" RCAP18" RCP18" RCP24" RCP24" RCP13-1/2"X22 RCAP13-1/2"X22 RCAP13-1/2"X22 RCAP
13-1/2"X22 RCAP15-1/2"X26 RCAP
18" RCP 24" RCP36" RCP24" RCP60" RCP18 RCP18 RCP18" RCP18" RCP 36"X58-1/2" RCAP31-5/16"X51-1/8" RCAP18" RCP18" RCP18" RCP INV:107.79'
SVSV ELEVATION 105ELEVATION 106ELEVATION 108ELEVATION 109
28.5'37.6'23.5'22.4'60.8'45.0' 45.0' 45.0'60.0'20'45.0'57.0'100.0'100.0'100.0'100.0'100.0'100.0'100.0'90.0'90.0'90.0'90.0'58.9'45.0'45.0'57.2'50.0'50.0'90.0'90.0'100.0'22'28'100.0'100.0'100.0'100.0'100.0'100.0'100.0'100.0'100.0'100.0'59.7'45.0' 45.0' 45.0' 45.0'45.0'45.0' 45.0'45.0'59.7'100.0'100.0'100.0'100.0'100.0'100.0'100.0'100.0'100.0'100.0'100.0'100.0'100.0'100.0'100.0'44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0' 44.0'10'60.0'45.0' 45.0' 45.0' 45.0'45.0' 45.0' 45.0' 45.0'
45.0'
4
5
.
0
'
4
5
.
0
'
4
5
.
0
'
33.8'32.6'45.0'90.0'90.0'90.0'90.0'90.0'90.0'90.0'15.5'88.1'90.0'10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDE
S
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A
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A
S
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10 FT. UTILITY & PE
D
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S
T
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I
A
N
E
A
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10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. U
TI
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A
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A
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10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10 FT. UTILITY & PEDESTRIAN EASEMENT10
F
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5 FT. UTILITY & PEDESTRIAN EASEMENT5 FT. UTI
LI
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&
P
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5 FT. UTILITY & PEDESTRIAN EASEMENT5 FT. UTILITY & PEDESTRIAN EASEMENT
5 F
T
.
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30'BUF
F
E
R
30'
BUFF
E
R 50' PUBLIC ROWLEGEND:
N
0 50 100 200
100 SCALE
POINT OF COMMENCEMENTPOINT OF BEGINNINGWHITE GROVE SUBDIVISION, UNIT TWO(SLIDE 1344-B)STATE HIGHWAY 181PUBLIC RIGHT-OF-WAY VARIESFAIRHOPE AVENUE PUBLIC RIGHT-OF-WAY VARIES
GAYFER ROAD EXTENSION 60' PUBLIC RIGHT-OF-WAYLOT69LOT68LOT67LOT66LOT65LOT64LOT63LOT62LOT61LOT60LOT59
LOT58LOT56LOT57GREENSPACE
G.S. 1
GREENSPACE SUMMARY
G.S. 1 2.03 AC.
-0.42 AC (LAKE)
+0.13 AC (30% LAKE)
1.74 AC NET
G.S. 2 6.80 AC
-2.69 AC (LAKE)
+0.81 AC (30% LAKE)
4.92 AC NET
G.S. 2G.S. 3
G.S. 3 0.37 AC NET
G.S. 4
G.S. 4 5.48 AC
-0.41 AC (WETLANDS)
5.07 AC NET
G.S. 5G.S. 5 0.51 AC NET
G.S. 6G.S. 6 0.43 AC NET
G.S. 7
G.S. 7 0.12 AC NET
G.S. 8 G.S. 9
G.S. 9 5.34 AC
-0.56 AC (WET)
+0.67 AC (30% LAKE)
3.22 AC NET
-2.23 AC (LAKE)
G.S. 8 2.73 AC NET
TOTAL 18.69 AC (25.1%)ONLYONLYONLYONLYONLYONLYONLYONLY44 133139844464830POP 15,436FAIRHOPELEGEND:
N
0 50 100 200
100 SCALE
POINT OF COMMENCEMENTPOINT OF BEGINNINGWHITE GROVE SUBDIVISION, UNIT TWO(SLIDE 1344-B)STATE HIGHWAY 181PUBLIC RIGHT-OF-WAY VARIESFAIRHOPE AVENUE PUBLIC RIGHT-OF-WAY VARIES
GAYFER ROAD EXTENSION 60' PUBLIC RIGHT-OF-WAYLOT69LOT68LOT67LOT66LOT65LOT64LOT63LOT62LOT61LOT60LOT59
LOT58LOT56LOT57GREENSPACE
G.S. 1
GREENSPACE SUMMARY
G.S. 1 2.03 AC.
-0.42 AC (LAKE)
+0.13 AC (30% LAKE)
1.74 AC NET
G.S. 2 6.80 AC
-2.69 AC (LAKE)
+0.81 AC (30% LAKE)
4.92 AC NET
G.S. 2G.S. 3
G.S. 3 0.37 AC NET
G.S. 4
G.S. 4 5.48 AC
-0.41 AC (WETLANDS)
5.07 AC NET
G.S. 5G.S. 5 0.51 AC NET
G.S. 6G.S. 6 0.43 AC NET
G.S. 7
G.S. 7 0.12 AC NET
G.S. 8 G.S. 9
G.S. 9 5.34 AC
-0.56 AC (WET)
+0.67 AC (30% LAKE)
3.22 AC NET
-2.23 AC (LAKE)
G.S. 8 2.73 AC NET
TOTAL 18.69 AC (25.1%)
= ELECTRIC METER= WATER VALVE= WATER METER= GUY WIRE= UTILITY POLE= GAS METER= GAS VALVETGMWM= REBAR FOUND= CAPPED REBAR FOUND= CAPPED REBAR SET (CA-1167-LS)= TELEPHONE PEDESTAL= SEWER VALVESV(C)= CALCULATED BEARING AND DISTANCE(R)= RECORD BEARING AND DISTANCE FOR TITLE POLICYEMGVWV= IRRIGATION CONTROL VALVE= FIRE HYDRANTDHY
= CHAIN LINK FENCE
= OVERHEAD POWER LINE
= UTILITY MARKER
= POST & WIRE FENCE
= WOOD FENCE
RPB = REAL PROPERTY BOOK
PG = PAGE
#= NUMBER
= SECTION LINE
INS = INSTRUMENT
ICV
INV = INVERT
HW = HEADWALL(D)= RECORD DEED BEARING AND DISTANCE
RCAP = REINFORCED CONCRETE ARCH PIPE
RCP = REINFORCED CONCRETE PIPE
= TELEPHONE JUNCTION BOX (INGROUND)= TRAFFIC LIGHT POLE
= GUARDRAIL
= BACKFLOW PREVENTER
= FEMA FLOOD ZONE X SHADED
= FEMA FLOOD ZONE AE
= FEMA FLOODWAY
= WETLANDS IDENTIFIED BY WETLAND SCIENCES
TJRBFCRFCRS
40'X40' BELLSOUTHTELECOMMUNICATIONS, INC. EASEMENT(INS #969094)(EXCEPTION 14)CA-XXXX-LS = CERTIFICATE OF AUTHORIZATION LAND SURVEYING
LS = LICENSED SURVEYOR
RIGHT-OF-WAY TO BALDWIN COUNTY,ALABAMA(RPB 396 PG 756)(EXCEPTION 11)
(EXCEPTION 20)
EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
HIGHWAY CONSTRUCTION SETBACK
(100' FROM CENTER OF RIGHT-OF-WAY)
HIGHWAY CONSTRUCTION SETBACK(75' FROM CENTER OF RIGHT-OF-WAY)HIGHWAY CONSTRUCTION SETBACK(100' FROM CENTER OF RIGHT-OF-WAY)HIGHWAY CONSTRUCTION SETBACK(100' FROM CENTER OF RIGHT-OF-WAY)HCPHCP
HCPHCPHCPHCPHCP
HCP
RIP-RAPRIP-RAP RIP-RAP HCP = HANDI-CAPPED SIDEWALK PADBLDG= BUILDING
FENCE REMAIN IN R/W
FENCE ONLINEFENCE WESTOF LINEEND OF FENCEEND OF FENCEEND OF FENCEFENCE WESTOF LINEFENCEONLINEVICINITY MAPSITE
Civil
(251) 990-6566
9969 WINDMILL ROADFAIRHOPE, AL 36532
Engineering
& Surveying
12
DENSITY & HEIGHT MAP
SCALE 1" = 100'-0"
HEIGHT LEGEND
ONE STORY (</=20'-0")
TWO STORY (</=35'-0")
THREE STORY (</=50'-0")
FOUR STORY (</=65'-0")
N. DENSITY AND HEIGHT MAP
AL - 181 GAYFER ROADFAIRHOPE AVENUE
11
DEVELOPMENT PLAN
SCALE 1" = 100'-0"
M. DEVELOPMENT PLAN
LEGEND
SINGLE-FAMILY LOT - 51 LOTS
TOWNHOUSE UNITS - 33 LOTS
TWO-FAMILY - 36 DU
ACTIVE ADULT MULTIFAMILY - 151 DU
MULTIFAMILY - 339 DU
COMMERCIAL - 206,600 GSF
HOSPITALITY (IN COMM. SF) - 130 KEYS
AMENITY
AL - 181 GAYFER ROADFAIRHOPE AVENUESITE DATA
ADDRESS: 20751 AL-181
Fairhope, AL 36532CURRENT ZONING: PUDNEW ZONING: PUDPARCEL SIZE: 75.87 ACRESSITE DENSITY: 610 DU / 75.87 = 8.0 DU / ACRE
PARKING PROVIDED
OFF-STREET 821
ON-STREET 291
GARAGE 174
TOTAL STALLS 1,286
PARKING REQUIRED
SINGLE FAMILY 147 STALLS
HOSPITALITY 156 STALLS
MULTIFAMILY 482 STALLS
MIXED-USE RES. 64 STALLS
ACTIVE ADULT 189 STALLS
F&B (55,400gsf) 260 STALLS (EST.)
RETAIL/ OFFICE 165 STALLS (EST.)
Subtotal 1,463 STALLS
Shared parking (20%) 293 stalls
TOTAL 1,17176 STALLS87 STALLS89 STALLS93 STALLS
94 STALLS96 STALLS91 STALLS
195 STALLS
T.T.T.
T.
T.
T.
13
Segio U
IGaramond
DN-03DN-06DN-01DN-02DN-3BDN-3CDN-3RDN-04DN-05DN-AboveDN-ADA - F
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Elevations/SectionsFloor/Roof/Foundation plans Text
WMBellsouthEasementUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 2CUnit 1CPorchUnit
3
C
Unit
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Unit 1CPorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardMR
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901201001951 BDCOTTAGE1 BDCOTTAGE
Pool650 SF650 SF650 SF Unit 1AUnit 1BUnit 2B(above)Unit 1BUnit 1AUnit 2AUnit 2APorc
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ServiceCoreUnit 1BUnit 2B(above)Unit 1BUnit 1AUnit 2AUnit 2APorchPorchPorc
h Unit 3CUnit 3CPorchUnit 2CUnit 2CPorchUnit 3CUnit 3CPorch3 BDCOTTAGE3 BDCOTTAGEPorch2 BDCOTTAGE2 BDCOTTAGE3 BDCOTTAGE3 BDCOTTAGEPorch2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE3 BDCOTTAGE3 BDCOTTAGEPorch2 BDCOTTAGE2 BDCOTTAGE3 BDCOTTAGE3 BDCOTTAGEPorch1 BDCOTTAGE1 BDCOTTAGE1 BDCOTTAGE1 BDCOTTAGE40 DU92 Parks13.8k Comm.100 Keys22 Cottages116 Parks82 DU96 ParksUnit 1AUnit 1BUnit 2B(above)
Unit 1B Unit 1A Unit 2A
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PorchUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchUnit 1AUnit 1BUnit 2B(above)Unit 1BUnit 1A Unit 2AUnit 2APorchServiceCoreUnit 1BUnit 2B(above)Unit 1BUnit 1AUnit 2AUnit 2APorchPorchPorch60 DU90 Parks20.5k Comm.36 DU64 Parks8.5k Comm.2 BDCOTTAGE 2 BDCOTTAGE
89 DU91 Parks2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE2 BDCOTTAGE1 BDCOTTAGE1 BDCOTTAGE2 BDCOTTAGE 2 BDCOTTAGE
1 BDCOTTAGE1 BDCOTTAGE12 DU105 ParksPorch3 BDTH2 BDTH2 BDTHYardPorch3 BDTH2 BDTH2 BDTH3 BDTHYardUnit 2AUnit 2BUnit 1AUnit 1CPorchPorch4.4k4.4kTJTJTJTJTJTJTJTTTTTTTTTJTTJTJTJTJTJTJTOHP
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Unit 2CUnit 2CPorchDrive Thru4kUnit 2AUnit 2BPorchPorchUnit 2AUnit 2B10kUnit 2AUnit 2BUnit 1AUnit 1CPorchPorchPumpsTTTT36 DU73 Parks16.75k Comm.Porch3 BDTH3 BDTHPorch
3 BDTH 3 BDTH
Porch3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTH3 BDTHPorch3 BDTH3 BDTHPorch3 BDTH3 BDTH3 BDTHP/G11'-0"Unit 3CUnit 3CPorch3 BDCOTTAGE3 BDCOTTAGEPorch3kUnit 2CUnit 1CPorchUnit 2
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Unit 3CUnit 3CPorch1.8k1.8k4.0kPorchUnit 1E Unit 2DPorchUnit 1E Unit 2D3k2 BDCOTTAGE1 BDCOTTAGE2 BDCOTTAGE1 BDCOTTAGEUnit 1AUnit 1BUnit 2B(above)Unit 1BUnit 1A Unit 2AUnit 2AServiceCoreUnit 1BUnit 2B(above)Unit 1BUnit 1AUnit 2AUnit 2APorchPorchPorch650 SF
PHASE PLAN
SCALE 1" = 100'-0"
O. PHASE PLAN
PHASING KEYA. MASTER INFRASTRUCTURE WORKB. COMMERCIAL OUTPARCELC. SINGLE-FAMILY LOTS (COMMON SPACE)D. TOWNHOUSE LOTSE. ACTIVE ADULT MULTIFAMILYF. MARKET-RATE MULTUFAMILYG. BUFFER / GREENWAY (COMMON SPACE)H. POND / WETLANDS (COMMON SPACE)J. MIXED-USEK. COMMERCIALL. MIXED-USEM. COMMERCIAL / OPEN SPACE (COMMON SPACE)N. HOTEL / HOSPITALITY
5.823 ac
PHASE C
51 DU
PHASE A
PHASE B
10K GSF
COMMERCIAL
PHASE D
33 DU
PHASE E
151 DU
12K GSF AMENITY
PHASE F
203 DU
8K GSF AMENITY
PHASE G
PHASE H
PHASE J
52 DU
26.2K COMM.
PHASE K
33.1K COMM.
PHASE L
112 DU
28.6K GSF COMM.
PHASE N
130 KEYS
22 DU
PHASE M
9K COMM.
PHASING NOTES1. PHASES ARE NOT MARKED IN ANY EXPECTED DEVELOPMENT ORDER.2. MULTIPLE PHASES MAY/MAY NOT BE RUNNING CONCURRENTLY.
PHASE C
51 DU
AL - 181 GAYFER ROADFAIRHOPE AVENUE
14
OPEN SPACE PLAN
SCALE 1" = 100'-0"
N. Open Space Map
OPEN SPACE CALCULATIONSPERIMETER SETBACKS - 6.0 ACRESINTERIOR OPEN SPACE - 7.3 ACRESOUTDOOR RECREATION - 5.3 ACRESWET POND AMENITIES - 1.9 ACRES (30% OF 6.4)PRESERVED BUFFER - 6.8 ACRESSITE TOTALS - 27.3 ACRES (35.9%)WETLANDS - 3.2 ACRESSITE SIZE +/- 76 ACRES
AL - 181 GAYFER ROADFAIRHOPE AVENUEP. Open Space Map
15
O. Pedestrian Map
PEDESTRIAN CIRCULATION DIAGRAM
SCALE 1" = 100'-0"
SITE CALCULATIONSPERIMETER PATHWAYS - 1.4 MILESPRIMARY PATHWAYS - 3.5 MILESSECONDARY PATHWAYS- 2.0 ACRESSITE TOTALS - 6.9 MILES
AL - 181 GAYFER ROADFAIRHOPE AVENUEQ. PEDESTRIAN MAP
16
O. Pedestrian Map
BASE ZONING DIAGRAM
SCALE 1" = 100'-0"
COMMUNITY VILLAGE CENTER
APPROX. 38.4 ACRES
206,600 GSF OF NON-RESIDENTIAL FLOOR AREA
GREATER THAN 15% OPEN SPACE
BOUNDED ON SOUTH AND EAST SIDES BY
ARTERIAL STREETS
VILLAGE RESIDENTIAL MIX (6-8 UNITS/ACRE)
APPROX. 36.0 ACRES
229 DWELLING UNITS (APPROX. 6.4 DU / ACRE)
GREATER THAN 15% OPEN SPACE
SINGLE-FAMILY (51) = 22.3%
TOWNHOMES (33) = 14.4%
TWO-FAMILY (36) = 15.7%
MULTIFAMILY (109) = 47.6%
100% OF DWELLING WITHIN 1,980' OF AN ARTERIAL-ARTERIAL INTERSECTION
AL - 181 GAYFER ROADFAIRHOPE AVENUER. District Boundaries
40.042 ac
SCHEDULE A
Schedule of Members
Investor Entity
68 Ventures, LLC
707 Belrose Ave.
Daphne, AL 36526
Attn: Nathan L. Cox and Hansen Babington
Email: ncox@68ventures.com and
hbabington@68ventures.com
Fairhope 181 1223, LLC
PO Box 91206
Mobile, Alabama 36691
Attn: Brandon Pilot and Travis Goodloe
Email: brandon@pilot-capital.com and
tbgoodloe@pilotcat.com
Katherine, LLC
PO Box 1229
Brewton, AL 36427
Attn: Paul D. Owens, Jr.
Email: powens@leighplace.com
Barkin Holdings, LLC
PO Box 1410
Point Clear, AL 36564
Attn: Brent Barkin
Email: gbbarkin@lssretail.com
Trehern Investments, LLC
205 Front Beach Drive
Ocean Springs, MS 39564
Attn: Ed Trehern
Email: edtrehern@gmail.com
The Christopher Company, LLC
6301 Monroe St
Daphne, AL 36526
Attn: Brooks Delaney
Email: brooks@delaneycompany.com
Atchison Capital, LLC
411 Azalea Rd
Mobile, AL 36609
Attn: Jim Atchison and Derek Atchison
Email: jim.atchison@atchisonlaw.com and
derek.atchison@atchisonlaw.com
Jeffrey D. Carlisle
5109 Starlit Dr. S
Mobile, AL 36693
Email: jeff.carlisle@gmail.com
Miller Investment Group, LLC
PO Box 957
Brewton, AL 36427
Attn: Larry Waldrep
Email: lwaldrep@migllc.us
Lee Hale, Jr.
226 General Canby Loop
Spanish Fort, AL 36527
Email: leehalejr@yahoo.com
James E. Kjorlien Revocable Trust under
Agreement dated October 8, 2010, James E.
Kjorlien, original Trustee
1177 High Ridge Road
Stamford, CT 06905
Attn: James E. Kjorlien
Email: james.kjorlien@gmail.com
Tim J. Edmondson
420 East Sweet Potato Ave/PO Box 85
Vardaman, MS 38878
Email: edmondsonfarm@yahoo.com
Chad Loper
24693 Canal Rd., Ste B
Orange Beach, AL 36561
Email: loperconst@aol.com
Campbell Capital II, LLC
416 Travis Street, Suite 715
Shreveport, LA 71101
Attn: Chris Campbell
Email: chris@campbellcompanies.net
Gerald W. Ellis
9506 Pulpwood Circle
Spanish Fort, AL 36527
Email: geraldwellis@aol.com
Saltee Pepper Properties, LLC
112 So. Dearborn St.
Mobile, AL 36602
Attn: Jon Gray
Email: jon@strategy-pr.com
Horizon Luce Properties, LLC
PO Box 178
Lucedale, MS 39452
Attn: Van VanLingen
Email: van@centurybankms.com
Strategy Retirement Plan
112 So. Dearborn St.
Mobile, AL 36602
Attn: Jon Gray
Email: jon@strategy-pr.com
Clearpoint Properties, LLC
561 Fairhope Ave, Suite 201
Fairhope, AL 36532
Attn: Chris Haley
Email: chaley@haleydevelopment.com
Wesley Britt
3147 Thomas Ave
Montgomery, AL 36106
Email: wesley@finegeddie.com
One Time Ventures, LLC
PO Box 841
Brewton, AL 36427
Attn: Larry Waldrep
Email: lwaldrep@migllc.us
LLC Cert of Formation - 11/2021 Page 1 of 2
STATE OF ALABAMA
DOMESTIC LIMITED LIABILITY COMPANY (LLC)
CERTIFICATE OF FORMATION
PURPOSE: In order to form a Limited Liability Company (LLC) under Section 10A-5A-2.01 of the Code of Alabama
1975, this Certificate of Formation and the appropriate filing fees must be filed with the Office of the Secretary of
State. The information required in this form is required by Title 10A.
1. The name of the limited liability company (must contain the words “Limited Liability Company” or the abbreviation
“L.L.C.” or “LLC,” and comply with Code of Alabama, Section 10A-1-5.06. You may use Professional or
Series before Limited Liability Company or LLC (or PLLC or SLLC) if they apply:
2.A copy of the Name Reservation Certificate from the Office of the Secretary of State must be attached.
3. The name of the registered agent (only one agent):
Street (no PO Boxes) address of registered office (must be located in Alabama):
*COUNTY of above address:
Mailing address in Alabama of registered office (if different from street address):
4.The undersigned certify that there is at least one member of the limited liability company.
(For SOS Office Use Only)
181-Fairhope Ave 2023, LLC
Andrew Dolan
Alabama
Sec. Of State
001-111-686 DLL
Date 12/13/2023
Time 08:15:00
File $100.00
County $100.00
-------
Total $200.00
707 Belrose Ave Daphne, AL 36526
BALDWIN
DOMESTIC LIMITED LIABILITY COMPANY (LLC) CERTIFICATE OF FORMATION
LLC Cert of Formation – 11/2021 Page 2 of 2
5.Check only if the type applies to the Limited Liability Company being formed:
Series LLC complying with Title 10A, Chapter 5A, Article 11
Professional LLC complying with Title 10A, Chapter 5A, Article 8
Non-Profit LLC complying with Section 10A-5A-1.04(c)
6.The filing of the limited liability company is effective immediately on the date received by the office of the Secretary
of State, Business Services Division or at the delayed filing date (cannot be prior to the filing date) specified in
this filing complying with Section 10A-1-4.12
The undersigned specify / / as the effective date (must be on or after the date filed in the
office of the Secretary of State, but no later than the 90th day after the date this instrument was signed) and the time
of filing to be : AM or PM. (cannot be noon or midnight – 12:00)
Attached are any other matters the members determine to include herein (if this item is checked there must be
attachments with the filing).
Date (MM/DD/YYYY) Signature as required by 10A-5A-2.04
Typed title (organizer or attorney-in-fact)
*County of Registered Agent is requested in order to determine distribution of County filing fees.
12 13 2023
8 15
12 //13 2023
Registered Agent
Andrew Dolan