HomeMy WebLinkAbout05-05-2025 Planning Commission Agenda PacketApril 7, 2025
Planning Commission Minutes
1
The Planning Commission met Monday, April 7, 2025, at 5:00 PM at the City Municipal Complex, 161
N. Section Street in the Council Chambers.
Present: Kevin Boone; Lee Turner; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick;
Hollie MacKellar; Erik Cortinas; Hunter Simmons, Planning and Zoning Director; Mike Jeffries,
Development Services Manager; Michelle Melton, Planner; Chris Williams, City Attorney, and Cindy
Beaudreau, Planning Clerk.
Absent: Rebecca Bryant
Chairman Turner called the meeting to order at 4:58 PM.
Consent Agenda
• Approval of the Minutes March 6, 2025
• UR 25.06 Request of C-Spire for an 11.52.11 Utility Review and approval of the
proposed installation of approximately 47,102 LF of buried fiber cable at 394 Pecan
Avenue.
Mike Jeffries, Development Services Manager, shared the information for the Utility Reviews which
have the following conditions:
1. 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.
2. A pre -construction meeting shall be held with the City prior to issuance of any permits.
3. 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.
4. 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.
5. 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 Supervisor for inclusion in GIS utility maps.
6. Provide draft door hanger for approval at time of pre-construction.
7. Approved door hangers shall be in place no later than 7 days prior to construction.
8. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work.
9. 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.
10. Applicant shall contact Alabama One Call to locate all existing utilities (750ft max per day).
11. Utilities boxes shall be concentrated near existing boxes.
12. For permitting purposes, applicants shall provide subsurface utility engineering quality-level C,
unless otherwise required by the Fairhope Building Department.
April 7, 2025
Planning Commission Minutes
2
John Worsham made a motion to approve the consent agenda including the minutes.
Kim McCormick seconded the motion and the motion carried unanimously with the following vote:
AYE: Kevin Boone; Lee Turner; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Hollie
MacKellar; Erik Cortinas
Nay: None
Old Business
• SD 24.20 104 Laurel – extension request
Hunter Simmons, Planning and Zoning Director, presented the request which included a sidewalk
discussion and an extension. Mr. Simmons stated that it is too late to request an extension and that a new
application would be required.
Chairman Turner had spoken with the applicant who explained that in order to put sidewalks in as
required by the case conditions, AT&T would need to move six telephone poles, a heritage tree and the
handicap entrance at Gambino’s would need to be removed.
Sean Richmond, on behalf of the applicant, stated that a new application would be submitted with a
waiver request to not install sidewalks and offer an easement in lieu of the sidewalk.
New Business
A. ZC 25.03 Public hearing to consider the request of the Applicant, Lieb Engineering Company,
acting on behalf of the Owners, Deborah Moffett and 50 LLC, is requesting to rezone property from R-
1, Low Density Single-Family Residential District to B-1, Local Shopping District. The property is
approximately 0.81 acres and is located at 6125 Nelson Drive. PPIN #: 44034
Hollie MacKellar recused herself due to a conflict.
Hunter Simmons, Planning and Zoning Director, presented the request of the Applicant, Lieb
Engineering Company, acting on behalf of the Owners, Deborah Moffett and 50 LLC, is requesting to
rezone property from R-1, Low Density Single-Family Residential District to B-1, Local Shopping
District. The property is approximately 0.81 acres and is located at 6125 Nelson Drive. Mr. Simmons
shared the zoning map, aerial map and additional landscape buffers. Mr. Simmons explained the portion
of property that would be rezoned and the parking challenges with Kingfisher success and how three of
the businesses are only utilizing the minimum required parking. Mr. Simmons also addressed the citizen
concerns that were received.
Staff recommends approval of ZC 25.03 with the following conditions:
1. Re-plat to mov property line to reflect subject property re-zoned as B-1.
2. City Council approval of Shared Parking Facility Agreement.
April 7, 2025
Planning Commission Minutes
3
Chris Lieb, Lieb Engineering, stated that Kingfisher wants to be good neighbors, wants to provide
pervious parking, no lighting spillover, will ensure a 20’ buffer with fence and that there would be no
access to Nelson from Kingfisher.
Chairman Turner asked how many parking spaces would be added. Mr. Lieb stated that there would be
32 at most.
Chairman Turner opened the public hearing at 5:40pm.
Steve Delamore, 6038 Nelson, opposes zoning change. Concerned with ecological stability, drainage,
lighting, noise and trash.
Haymes Snedeker, 16617 Polo Club Road, speaking on behalf of Dr. Ray Hicks, is concerned with the
policy and procedure behind the decision and a precedent being set along with devaluing the properties.
Bryant MacKellar, 6173 Nelson Drive, appreciates the time of the Planning Commission. Completely
opposed to the rezoning and concerned with the lighting at night, property values, landscape buffers and
trash pickup.
James Pittman, 313 Woodbridge, speaking on behalf of Dr. Ray Hicks, is concerned with the violation
of the zoning ordinance due to this being a family subdivision, inability to find 50 LLC as a registered
business, does not agree with the shared parking agreement, if Kingfisher goes out of business and the
parking lot stays, drainage, trees, believes this creates a non-conformity and requests denial for this case.
Dan Zerbs is concerned with lighting at night and opposes the rezoning.
Chairman Turner closed the public hearing at 6:05pm.
Hunter Simmons, Planning and Zoning Director, explained that this is not a family subdivision. It is a
minor subdivision, and wetland delineation was done at that time, and a good job was done on drainage.
Erik Cortinas stated that the drainage in the parking lot is the best that he’s ever seen, and an O&M plan
will not be required.
Chris Lieb added that there is no additional parking available in the existing lot, the property will be
replatted with the common lot line moved and there is no reason to relocate the dumpster.
Chairman Turner asked for confirmation that this area can only be used for parking.
Chris Williams, City Attorney, stated that a shared parking agreement is a revocable license, but
conditions could be added, i.e. the lot will meet zoning ordinance if rezoned.
Hunter Simmons, Planning and Zoning Director, stated that the shared parking agreement is a draft
which will be finalized before the City Council meeting. The replat will also happen before the City
Council meeting.
Kevin Boone stated that changing zoning is a choice and he does not think this is right or fair.
April 7, 2025
Planning Commission Minutes
4
Kevin Boone made a motion to recommend denial of ZC 25.03 to the City Council.
Harry Kohler seconded the motion and the motion carried with the following vote:
AYE: Kevin Boone; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick
NAY: Lee Tuner and Erik Cortinas.
Adjournment
John Worsham made a motion to adjourn.
AYE: Kevin Boone; Lee Turner; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Erik
Cortinas
NAY: None.
Adjourned at 6:11pm.
_______________________ ________________________
Lee Turner, Chairman Cindy Beaudreau, Secretary
This digital package has been condensed for size and some documents may not
contain all the original pages. All submittals were reviewed in full by staff in
preparation for the reports prepared for the Planning Commission.
SD 25.06 - Harvest Green East Phase Two
City of Fairhope
Planning Commission
May 5, 2025
STATE HWY 104
STATE HWY 181GALLERY BLVDLEAVIE LN
STATE HWY 181MORNING MIST WAY
BUSHEL DRSTATE HWY 181STATE HWY 181GLEANING STMILLET AVE
ALFALFA STTILLAGE ST
THRESHING
B
L
V
D
HULLER AVE
MORNING MIST WAYPOLENTA AVE
BUSHEL DRRoad
Parcel
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:
Harvest Green East Phase Two
Site Data:
54.64 acres
Project Type:
Final Plat Approval of 108-lot Subdivision
Jurisdiction:
Fairhope Planning Jurisdiction
Zoning District:
PUD
PPIN Number:
17735, 77776
General Location:
North side of State Highway 104, East side
of State Highway 181
Surveyor of Record:
S.E. Civil, LLC
Engineer of Record:
S.E. Civil, LLC
Owner / Developer:
FST 68V Harvest Green East 2022, LLC
School District:
Fairhope Elementary School
Fairhope Middle and High Schools
Recommendation:
Approved w/ Conditions
Prepared by:
Mike Jeffries
□
□
□
s
Page 7 of 10
Final Plat Application Checklist*
*This checklist is intended for convenience purposes only.
Refer to the Subdivision Regulations for a complete list of requirements.
͓ 2 Copies of the Plat
͘ 2 Sets of As-Builts
͓ 1 Copy of the Plat on PDF format on disk
͓ Proof of 911 approval of street names
͓ 1 Copy of As-Builts on GIS for Water/Sewer Department
͘ Water: bacteria tests, pressure test, flow test
͘ Sewer: video, pressure test, vacuum test
͘ Roads: core samples and test data
͘ Electric: street light invoice
͘ Financial Guaranty, if applicable (only after 90% complete)
͘ Errors and Omission Insurance
͘ Maintenance Bond
͓ Operations and Maintenance Plan for Storm Water Pond (stand alone document)
͘ Street Tree Plan
͓ Final Plans and calculations for utility layouts
͘ Certificate of County Engineer’s approval for extra-territorial plats
͓ Certificate of County Zoning, (must be signed and zoning of property, if any,
indicated)
͘ Memorandum of Transmittal signed indicating County’s receipt of plat/plans for
development being submitted before Planning Commission.
͓ Digital and/or video image, reflecting a date and time stamp, of the storm drains
͘ Engineer’s Certificate of design conformance.
Please note that if your site is located outside the City of Fairhope limits, but in the
planning jurisdiction, the County documentation is required and your application will be
considered incomplete without the County documentation.
✓
✓
✓
✓
✓
✓
✓
✓
✓
X
✓
✓
✓
✓
✓
X
X
X
✓
✓
1 SD 25.06 Harvest Green East, Phase 2 Final – May 5, 2025
Summary of Request:
Public hearing to consider the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST 68V
Harvest Green East 2022, LLC, for Final Plat Approval of Harvest Green East Phase 2, a 108-lot subdivision.
The property is approximately 54.64 acres and is located on the east side of State Highway 181, across from
The Waters Subdivision.
Site Data
Site Plan
54 .64 AC Paree In ormation Total Area
Zoning
Total Lots
Density
Smallest Lot
Largest Lot
Max. Height
Street Length
Common Areas
Buffer Signs
PUD (Ordinance #1728)
108
Parcel Numbers :
05-46-01 -02-0-000-002.000
05-46-01 -02-0-000-001 .508 1.98 / AC
7,280 SF
20,829 SF (LOT 139)
30 FT
5,168 LF
23.15 AC (42 %)
15
Utility Providers :
Water: CITY OF FA IRHOPE
Sewer: CITY OF FA IRHOPE
Power : RIV IERA UT ILI TIES
Telephone : AT&T
Owners:
FST AND 68V HARVEST
GREEN EAST 2022, LLC
707 BELROSE AVE
DAPHNE, AL 36526
Developer:
68V HARVEST GREEN EAST 2022, LLC
707 BELROSE AVE
DAPHNE, AL 36526
BUILDING SETBACKS
Lots 121 through 176
Front : 30 Ft .
Rear : 30 Ft .
Side : 7.5 Ft .
Side Street : 20 Ft.
GR D i«JRTI-1
~~<
See Sh eet 2 of 3 for --~-::,..l;r"C'
Detailed Geometry :~Nj-.,..,.~
soo-1~·02"w 1J2J.J4"
_:;,
Lots 177 through 228
Front : 30 Ft .
Rear : 30 Ft .
Side: 5 Ft.
Side Street : 20 Ft.
2 SD 25.06 Harvest Green East, Phase 2 Final – May 5, 2025
Comments:
The development, Harvest Green East, Phase 2 is one of four phases. Harvest Green West Phase 1 was finalized
at the May 2024 Planning Commission meeting, Harvest Green East phase 1 was finalized at the July 2024
Planning Commission meeting and Harvest Green West Phase 2 is currently under construction. Harvest
Green East, Phase 2 has been built in accordance with the design and engineered plans of the approved
preliminary plat in November 2021. All conditions of the preliminary plat have been met.
Utility Comments:
The lift station for this development is located on a separate lot for dedication to the City.
The subdivision regulations contain the following criteria in Article IV.B.2. Approval Standards.
“2. Consistency with Plans, Regulations and Laws - The Planning Commission shall not approve the
subdivision of land if the Commission makes a finding that such land is not suitable for platting and
development as proposed, due to any of the following:
a. The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning
ordinance, where applicable;
• Meets
b. The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or
program for the physical development of the City including but not limited to a Master Street Plan, a Parks
Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program;
• Meets
c. The proposed subdivision is not consistent with these Regulations;
• Meets
d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations;
or
• Meets
e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the
planning jurisdiction of the City.”
• Meets
Follow‐Up Activities Required by Final Plat Process:
• Copy of the recorded plat (Final Plat must be recorded within 120 days of acceptance)
• Maintenance and Guarantee Agreement executed by the subdivider – this document is not
considered fully executed until the Mayor signs said agreement.
o Remember to include the instrument # from the recorded plat
o Remember to include 30 days in paragraph 3
Recommendation:
Staff recommends Conditional Approval of SD 25.06 Harvest Green East, Phase 2 Final Plat subject to
the following condition:
1. Completion of Follow-Up Activities
1 SD 25.07 Advanced Dental MOP – May 5, 2025
Summary of Request:
Public hearing to consider the request of the Applicant, SE Civil, on behalf of the Owner, FST Fritz
Harshberger DMD LLC, for Advanced Dental, an 11‐unit Multiple Occupancy Project. Previously approved
case SD 22.17 applies to this project because that case was for the second proposed building on site. The
second building was not built in that timeframe; thus, this present case for the proposed second building on
site. The property is approximately 2.75 acres and is located on the east side of State Highway 181, 0.25
miles south of County Road 48. The property is zoned B‐4 and has an approved Site Plan that was reviewed
in 2015 (SR 15.02).
Comments:
Utilities:
All connections and work in ALDOT ROW will require permitting from ALDOT. Applicant sent
permit application to ALDOT on February 12, 2025, for installation of a fire hydrant. To date
there have not been any comments from ALDOT. Nonetheless, an ALDOT permit will be
necessary for the installation of the fire hydrant.
Baldwin EMC is the electric provider.
Sewer is handled via on‐site septic.
o Health Department confirmed construction of existing building and infrastructure
included a septic system permitted by the Health Department that includes the
proposed second building.
Fairhope Utilities is the gas provider.
Fairhope Utilities is the water provider.
o A fire hydrant must be added to meet subdivision requirements.
AT&T can service the site for telecommunications and internet service.
Traffic: A letter was provided by the Engineer of Record that the daily trips do not trigger a traffic study
per the Subdivision Regulations
S ITE ANALYS IS
SI TE ACR EAGE (P ROP OSED) BU ILDING HEIG HT BU ILDING (UNDE R ROOFl
5,646 SF (EX IST IN G) ±2 .76 AC (120 ,183 SF ) 27 FT 5,646 SF (PROPOSED )
RE QU IRE D PARKI NG PROVI DED PA RKING
57 SPAC ES (SEE PA RKING DATA) 58 SPAC ES
JU RISDI CTION ZON ING
CITY OF FA IRHOP E ~
IMPERVIOUS AREA PERVIO US AREA
0.863 AC (3 1.27%) 1.897 AC (68 .73 %)
BU ILDING SETBAC KS: REQU IRED :
FRONT YARD: HCS 100 FT FR OM CL ROW
SIDE YARD: 10 FT
REAR YARD : 20 FT
MAX IMUM BUILDING HEIGHT 30'
MAX . GROUND COVERAG E RAT IO: N/A
MAX . DENS ITY : N/A
2 SD 25.07 Advanced Dental MOP – May 5, 2025
Parking: Required parking is 57 spaces. Fifty‐eight (58) are provided, well within the permitted 20% over
allowance of 67. Seven (7) permeable parking spaces are provided within this phase.
Drainage:
A detention pond was constructed with the initial build and the Engineer of Record provided a
letter stating the pond was built to conformance of the original design. The original design
incorporated both buildings.
An Operations and Maintenance Plan was provided and will need to be recorded holding the
owner responsible for routine inspections and maintenance.
Greenspace: There is 0.3 of an acre provided as greenspace in the form of a preserve. This meets the
requirements for a commercial MOP (10%). The “GS” sheet submitted mistakenly labels the
greenspace type as a “park” in the Legend although “Preserve” is what is on the actual plan.
BMP: A plan was submitted and reviewed. It is noted that south of the concrete washout area is a concern
and that additional BMP measures may be required during construction.
General Comments
The existing building contains 5 units. Approval of this application would allow up to 6 units in the
proposed building.
The building layout, parking, landscaping, and detention is in compliance with the approved Site
Plan.
Recommendation:
Staff recommends approval SD 25.07 Advanced Dental MOP with the following conditions:
1. ALDOT permit for installation of fire hydrant.
2. Recorded O&M Plan provided to Staff.
O FIENSP,.,....E ~"LCUI..ATIDNS \CITY F FAJ RHCll'E):
~E ~ TOV1-ila.L ~T:
Q F.EENSPACE Eli=. ' -(1 (!,i, o = 2 .7E AffiiE:3~
Q f.ENSPACE i?M.CM CED :
-l'll'e
rul!E.D
27Eh~
n.2!1 JCREE.
a.3!l ~E.
" r· r,..
Time 2yrs Syrs 10yrs 2Syrs SO yrs lOOyrs
5 6 .05 7.45 8.75 9.10 10.10 11.00
6 5.90 7 .20 8.42 9.00 9.90 10.90
7 5.70 7.00 8 .13 8.85 9 .70 10.50
8 5.40 6 .90 7.86 8 .50 9.50 10.20
9 5.30 6.60 7 .61 8.35 9.20 10.00
10 5.10 6.40 7 .38 8.00 9.00 9.80
11 5 .00 6 .10 7.15 7.90 8.65 9.50
12 4.90 6.00 6 .95 7.75 8 .50 9.20
13 4 .70 5 .90 6.75 7.60 8.40 9.00
14 4.50 5.70 6.57 7.40 8.15 8 .70
15 4.40 5.60 6.40 7.10 7.90 8.50
16 4.30 5.46 6.26 6.95 7 .72 8.30
17 4.20 5.32 6.12 6.80 7.54 8.10
18 4 .10 5 .18 5.98 6 .65 7.36 7.90
19 4.00 5.04 5.84 6 .50 7.18 7.70
20 3.90 4 .90 5.70 6.35 7.00 7.50
21 3 .82 4.82 5.59 6 .20 6.89 7.38
22 3 .74 4.74 5.49 6 .05 6 .78 7.26
23 3.66 4 .66 5.3 8 5.90 6.67 7.14
24 3 .58 4.58 5.28 5.75 6.56 7.02
25 3 .50 4.50 5.17 5.60 6 .45 6 .90
26 3.44 4.40 5.09 5.50 6 .31 6.78
27 3.38 4 .30 5 .00 5.40 6.17 6 .66
28 3 .32 4.20 4.92 5.30 6.03 6.54
29 3.26 4.10 4.83 5.20 5.89 6.42
30 3.20 4.00 4.75 5.10 5 .75 6.30
31 3 .15 3.94 4.69 5.03 5.67 6.22
32 3.10 3.88 4.62 4 .96 5.58 6 .14
33 3.05 3.82 4.56 4 .89 5.50 6.06
34 3 .00 3 .76 4.49 4.82 5.41 5.98
35 2 .95 3 .70 4.43 4.75 5 .33 5.90
36 2.90 3.64 4 .36 4.68 5 .24 5.82
37 2.85 3.58 4.30 4.61 5.16 5.74
38 2 .80 3.52 4.23 4.54 5.07 5 .66
39 2.75 3 .46 4.17 4 .47 4.99 5 .58
40 2.70 3 .40 4.10 4.40 4.90 5.50
41 2.67 3 .35 4.05 4.34 4.85 5.42
42 2.64 3.30 4.00 4 .2 8 4 .80 5.34
43 2.61 3.25 3.95 4 .22 4.75 5.26
44 2.58 3.20 3.90 4 .16 4.70 5.18
45 2 .55 3 .15 3.86 4 .10 4.65 5.10
46 2.52 3 .10 3.81 4.04 4.60 5.02
47 2 .49 3.05 3 .76 3.98 4.55 4.94
48 2.46 3.00 3 .71 3.92 4.50 4 .86
49 2.43 2.95 3 .66 3.86 4 .45 4 .78
Advanced Dentistry
DRAINAGE STUDY
Prepared By: Cummings
DRAINAGE CALCULATIO NS (100 yr. design stonnl
PRE-DEVELOPED SITE CONDITIONS (100 YEAR STORM)
B uildings/Pond
Woods
Dirt Area
G rassed/Culliv.
Grav el A rea
Paved Area
Total Area
Weighted C
Time of cone.
Intensity
Intensity
S.F.
3,136
0
0
114,934
0
2 .130
120,200
5 (from nomograph)
Acres
0.00
0.00
0.00
2 .64
0.00
0.05
2 .69
11 (from 100 Year IDF Table)
8.75 (from 10 Year IDF Table)
C Factor
0.95
0.18
0.20
0.25
0 .60
0.90
0 .26
Pre-Development Peak Flow: Q = ciA
Allowable Release Rate= 6 .21 (1 O Yea r Storm)
POST DEVELOPED SITE CONDITIONS (100 YEAR STORM)
S.F. Acres C Factor
Buildings/Pond 11 ,292 0 .26 0 .95
Wood s 0 0.00 0.18
G rassed Area 89,523 2 .06 0.25
Gravel Area 0 0.00 0.60
Paved Area 19,386 0.45 Q_J!Q
Tota l Area 120,200 2.76
Weighted C= 0.4 2
REQUIRED STORAGE FOR 100 YR. STORM (CF)=
Tc (min .)
5
6
7.
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
30
35
40
45
50
55
60
120
240
i100 (in/hr)
11.00
10.90
10.50
10.20
10.00
9.80
9.50
9.20
9.00
8 .70
8.50
8 .30
8.10
7.90
7.70
7 .50
7.38
7.26
7.14
7.02
6.90
6.30
5.90
5.50
5.10
4.70
4.50
4 .30
2.70
2.40
POND100
Sept. 22, 2000
Qin=ciA
12.77
12.65
12.19
11.84
11.61
11.37
11 .03
10.68
10.4 5
10.10
9 .86
9.63
9 .40
9.17
8.94
8.70
8 .57
8.4 3
8 .29
8 .15
8.01
7.31
6.85
6.38
5.92
5.45
5.22
4 .99
3.13
2.79
1/
3,307
Volume
Volume in= out=
Tc*60*Qin Qpre•Tc*60 Req'd Storage
3,830 1,862 1,968
4,554 2,234 2,320
5,11 8 2,607 2,512
5 ,682 2 ,97 9 2,703
6,267 3,351 2,916
6,824 3,724 3,101
7,277 4 ,096 3,1 81
7,688 4,468 3,219
8,147 4,841 3,307
8,4 82 5,213 3 ,268
8,878 5,586 3,293
9,248 5,958 3 ,290
9,589 6 ,330 3.258
9,902 6,703 3,199
10,188 7,075 3,11 3
10,445 7,447 2,998
10,792 7,820 2,972
11,122 8,192 2,930
11 .435 8,564 2,87 1
11 ,732 8,937 2,795
12,012 9,309 2 ,703
13,161 11,171 1,990
14,380 13,033 1,347
15,320 14 ,895 4 25
15,981 16,757 -775
16,364 18,618 ·2,2 54
17,235 20,4 80 -3,246
17,966 22,342 -4,376
22,562 44,684 -22,123
4 0,110 89,369 -49 ,259
Roughness Coefficient: 0.009
Channel Slope: 0 .00160 ft/ft
Normal Depth: 1.50 ft
Diameter: 1.50 ft
Discharge: 6 .07 ft3/s
Flow Area: I . 77 ft2
Wetted Perimeter: 4.71 ft
Top Width: 0 .00 ft
Critical Depth: 0.95 ft
Percent F ull: I 00.0 %
Critical Slope: 0.00300 ft/ft
Velocity: 3.43 ft/s
Velocity Head: 0.18 ft
Specific Energy: 1.68 ft
Froude Number: 0.00
Maximum Discharge: 6.53 ft3/s
Discharge Full: 6 .07 ft 3/s
Slope Full: 0.00160 ft/ft
Flow Type: SubCritical
Downstream Depth: 0.00 ft
Upstream Depth: 0.00 ft
Length: 0.00 ft
Number Of Steps: 0
Profile Description:
Profile Headloss: 0 .00 ft
Average End Depth Over Rise: 0.00 %
Normal Depth Over Rise: I 00.00 %
Downstream Velocity: Infinity ft/s
Upstream Velocity: Infinity ft/s
Normal Depth: 1.50 ft
Normal Depth Conjugate: 1.50 ft
Critical Depth: 0.95 ft
Channel Slope: 0.00160 ft/ft
Critical Slope: 0.00300 ft/ft
Messages:
Notes:
This Instrument Prepared By:
S.E. Civil LLC
9969 Windmill Road
Fairhope , AL 36532
City of Fairhope, Alabama
Storm Water Facility Maintenance Agreement
THIS STORM WATER FACILITY MAINTENANCE AGREEMENT (this
"Agreement") is made, executed and entered into this __ day of ___ _
2025, by Fritz Harshberger DMD LLC (hereinafter called "Landowner"), to and for
the benefit of the City of Fairhope, Alabama, a municipal corporation organized
under the laws of the State of Alabama (hereinafter called the "City").
Recitals:
WHEREAS, Landowner is the owner of that certain real property located in
Baldwin County, Alabama and more particularly described on Exhibit "A"
attached hereto and by reference made a part hereof (the "Property");
WHEREAS, Landowner is in the process and constructing and developing a
subdivision on the Property to be known as Advanced Dental MOP (the
"Subdivision");
Page 1 of 8
WHEREAS, Landowner has applied with the City for preliminary plat
approval for the plat of the Subdivision, a copy of which is attached hereto as
Exhibit "B " (the "Plat");
WHEREAS, as a condition to the preliminary approval of the Plat, the City
requires the construction and improvement of certain storm water management
facilities as shown and referenced on the Plat and/or otherwise approved by the
City in writing (the "Facilities");
WHEREAS, as a further condition to the approval of the Plat, the City
requires that the Facilities be constructed and adequately maintained by
Landowner, its grantees, successors and assigns, including any association
formed by Landowner for purposes of managing and maintaining any common
areas of the Subdivision (the "Association");
Agreement:
NOW THEREFORE, for and in consideration of the premises and other good
and valuable consideration, the receipt, adequacy and sufficiency of which are
hereby acknowledged, Landowner and the City, intending to be legally bound,
hereby covenant and agree as follows:
1. Landowner or its grantees shall construct and improve the Facilities
strictly in accordance with the plans and specifications therefor (a) set forth on the
Plat and/or (b) otherwise approved by the City in writing. Landowner
acknowledges and agrees that the completion of construction of the Facilities is a
condition to the City's final approval of the Plat; provided, however, that in the
event the City allows Landowner to provide a bond or other guarantee of
Page 2 of 8
completion of the Facilities, the Facilities shall be completed at least thirty (30)
days prior to the expiration of said bond or other guarantee.
2. Landowner or its grantees sha ll maintain the Facilities in such
condition that the Facilities properly operate, function and perform (as designed
by a professional engineer) for their intended purpose(s), which maintenance
shall include, at a minimum, all maintenance required by all l aws and ordinances
of the City, the maintenance plan attached hereto as Exhibit "C", all items set
forth on the Maintenance Check li st (hereinafter defined), and such other
maintenance as is customary in Baldwin County, Alabama with respect to
substantial ly similar stormwater management facilities. As used herein, the term
"Facilities" shall include, without l imitation, a ll pipes, channe l s or other
conveyances built to convey storm water to the Facilities, as we ll as all storm
water structures, improvements, and vegetation provided to control the quantity
and quality of storm water that discharges from the Property. In connection with
Landowner's maintenance of the Facilities, Landowner or its grantees shall fo ll ow
and comply with the Storm Water Structural Contro l Maintenance Checklists
attached hereto as Exhibit "D" and incorporated herein by reference
("Maintenance Checklist").
3. Landowner or its grantees shall inspect the Facilities and submit an
inspection report every five years. Said inspections shall be conducted at the sole
expense of Landowner by a professional engineer registered in the State of
Alabama and reasonably acceptable to the City and which inspection report shall
be certified by said engineer to the City, which form of certification sha ll be
reasonably acceptable to the City. The first inspection report is due by December
31st of the fifth year after completion of construction of the Facilities and
subsequent inspection reports are due by December 31st of every successive fifth
year thereafter. Each inspection report shall detail the then-current state of
Page 3 of 8
effectiveness of the Facilities and shall note any deficiencies in the Facilities
and/or any portion or component thereof. The purpose of the inspection reports
is to assure safe and proper operation and functioning of the Facilities.
4. Landowner hereby grants an irrevocable license to the City and its
authorized agents and employees to enter upon the Property and to inspect the
Facilities whenever the City deems necessary. The City shall provide Landowner
copies of any inspection findings of the City. In the event the City finds any
deficiencies in the Facilities, whether as a result of the inspection reports required
under Paragraph 3 hereof or as a result of a City inspection conducted in
accordance with this Paragraph, the City shall have the right, but not the
obligation, to issue a written notice to Landowner of any such deficiencies. In the
event the City issues any such deficiency notice, Landowner shall cure any such
deficiencies within the time set forth for such deficiencies required by applicable
law (whether federal, state, local or otherwise) and in any event within thirty (30)
days of its receipt of such notice.
5. In the event Landowner or its grantees fail to maintain the Facilities in
good working condition acceptable to the City and in accordance with the terms
and conditions hereof, the City shall have the right, but not the obligation, to enter
upon the Property and take whatever steps are necessary to correct and bring the
Facilities into good working condition and to charge the costs of such repairs to
Landowner; provided, however, that in no event shall the foregoing be construed
as to allow the City to erect any structure of permanent nature on the Property
outside of the easement or other areas for the Facilities as shown on the Plat. It is
expressly understood and agreed that the City is under no obligation to maintain
or repair the Facilities and in no event shall this Agreement be construed to
impose any such obligation on the City.
Page 4 of 8
6. In the event the City pursuant to this Agreement, performs work of
any nature, or expends any funds in performance of said work for labor, use of
equipment, supplies, materials, and the like, Landowner or its grantees shall
reimburse the City for all such costs and expenses within thirty (30) days of
Landowner's or its grantees receipt of the City's written demand therefor. Any
sums not reimbursed to the City within said thirty (30) day period shall accrue
interest at the rate of twelve percent (12%) per annum.
7. In the event of the employment of an attorney for the collection of
any amount due hereunder or for the institution of any valid suit for the
enforcement of any of the terms and conditions hereof, or on account of or for any
other reason in connection herewith, Landowner or its grantees covenant and
agree to pay and reimburse the City for its reasonable attorney's fees incurred in
connection therewith.
8. This Agreement imposes no liability of any kind whatsoever on the
City and Landowner or its grantees covenant and agree to defend, indemnify and
hold the City harmless from and against any and all liability, loss, cost, damage
and expense (including reasonable attorney's fees) in the event the Facilities fail
to operate properly, whether as a result of improper design, maintenance or
otherwise.
9. This Agreement shall be recorded in the records of the Probate Court
of Baldwin County, Alabama and shall constitute a covenant running with the
land, and shall be binding on Landowner and its grantees, successors and assigns
with regard to any interest in the Property, including, without limitation, the
Association. It is expressly contemplated hereby that Landowner may convey the
Facilities to the Association in which event the Association shall be obligated to
perform all duties and obligations of "Landowner" hereunder.
Page 5 of 8
10. Landowner represents and warrants to the City that Landowner is the
sole and absolute owner of the Property and is properly authorized to enter into
this Agreement.
11. This Agreement shall be construed in accordance with the laws of the
State of Alabama.
12. This Agreement may be executed in multiple counterparts by original
or facsimile signatures, and each such counterpart shall be considered an original,
but all of which together shall constitute one and the same agreement.
13. In the event of a default by Landowner hereunder, the City shall be
entitled to all rights and remedies provided under applicable state law, including
the right of specific performance.
14. This Agreement shall be binding upon and inure to the benefit of the
parties hereto and their respective grantees, successors, and assigns.
15. This Agreement shall not be construed more strictly against one
party than against the other merely by virtue of the fact that it may have been
prepared by counsel for one of the parties, it being recognized that all parties have
contributed substantially and materially to the preparation of this Agreement.
16. Each notice, request, and communication required under this
Agreement shall be in writing. It will be deemed to have been received: (i) on
personal delivery; (ii) on the second business day after its deposit for overnight
delivery with a recognized overnight delivery service; (iii) if by facsimile, on
receipt of electronic confirmation of its receipt (but only if the facsimile is followed
Page 6 of 8
by delivery by United States mail); or (iv) if mailed, on actual receipt (but only if
sent by registered or certified mail, with return receipt requested, addressed to the
other party's address below):
If to the City: City of Fairhope, Alabama
Attn: Planning Director
555 South Section Street
Fairhope, Alabama 36532
If to Landowner: Fritz Harshberger DMD LLC
Attn: Fritz Harshberger
20252 St. Hwy 181
Fairhope, AL 36532
Any party hereto may change its address for notice hereunder by giving notice to
the other party in accordance with the foregoing. Any such change in address
shall be effective ten (1 O) days following receipt of such notice by the receiving
party.
17. Time is of the essence with respect to each obligation of the parties
hereto under this Agreement.
18. The foregoing constitutes the entire agreement between the parties
with respect to the subject matter hereof and may not be modified or amended
except in a writing signed by all of the parties hereto. To the extent that this
Agreement differs in any manner whatsoever from prior written or oral
agreements regarding the subject matter hereof, or from any documents which
are attached hereto, the terms and conditions of this Agreement shall control.
Page 7 of 8
[Remainder of Page Intentionally Left Blank]
Page 8 of 8
IN WITNESS WHEREOF, Landowner have caused this Agreement to be
executed by and through its duly authorized representatives effective as of the
date first set forth above.
STATE OF ____ _
COUNTY OF ___ _
Fritz Harshberger DMD LLC
By: ---------------
Name: Fritz Harshberger
As Its: President
I, the undersigned Notary Public in and for said County in said State, hereby
certify that Fritz Harshberger, whose name as President of Fritz Harshberger DMD
LLC, is signed to the foregoing i nstrument and who is known to me,
acknowledged before me on this day t hat, being i nformed of the contents of the
instrument, he, as such managing member and with full authority, executed the
same voluntarily on the day the same bears date for and as the act of said
managing member.
Given under my hand and official nota rial seal this __ day of ___ _
2022.
{SEAL}
NOTARY PUBLIC
My Commission Expi res: _______ _
Exh ibit List:
Exh ibit A -Description of the Property
Exh ibit B -Copy of the Plat
Exh ibit C -Copy of Ma i ntenance Plan
Exh ibit D -Maintenance Checklist
Page 9 of 8
Exhibit A -Description of the Property
North 190 f eet of the Northwest Quarter (Northwest¼) o f the Southwest Quarter (Southwest
¼) of the Southwest Quarter (Southwest¼), less 40 feet for road on West from said Northwest
¼Southwest ¼ Southwest¼, lands of the Fairhope Si ngle Tax Corporation, Section 14,
Township 6 South, Range 2 East, Baldwin County, A labama.
Exhibit B -Copy of Plat
Exhibit C -Copy of Maintenance Plan
The pond will be privately owned and maintained by the property owner. The Fairhope Planning
Director or his authorized representative must be notified of any change in ownership. It is the
responsibility of prope11y owner to inspect and repair the pond per the following schedule:
• Once Constrnction is complete and vegetation is established, an inspection shall be done
eve1y three years by a Professional Engineer or after a major stonn event. The
Professional Engineer shall inspect the pond and strnctures per the schedule below
(monthly and annually desi gnations).
• The owner shall inspect the pond monthly and after moderate and major stmm events
(>0.75 Inches). The owner shall inspect the pond and strnctures per the schedule below
(monthly designations).
• During constrnction the ponds should be inspected monthly and after eve1y rainfall event
greater than 0.75 inches.
All deficiencies should be addressed immediately.
Detention Maintena nce Schedule:
Re -planting (when sod dies)-If sod dies, re-sod bare areas to prevent erosion of the banks.
Weeding (twice a year) -Weeding should decrease over time as vegetation establi shes.
Inspect sod (monthly until establi shment, then twice a year) -Inspect for diseased or insect
infested vegetation.
Fe1tilization (at planting)-Most BRCs are u sed in nutlient sensit ive watersheds. Fe1tilizing
beyond plant establishment w ill increase n uti·ients leaving the BRC.
Sediment Removal (as needed) -If sediment clogs the media, the top few inches may need to be
removed and replaced. Sediment should be tested for heavy metals and contaminants prior to
removal. If heavy metals or contaminants are present, the sediment should be disposed of at an
ADEM approved facility.
Trash Removal ( as needed) -In high ti·affic areas, frequent trash removal w ill be necessa1y.
Vegetat ed Swale Mainten ance Schedule:
Erosion Inspection (duri ng and after major storm events for first 2 years, annually thereafter)-
Ruts, holes, or gullies should be repaired with soil and vegetation cover.
Inspection (after 0.5'' or greater rainfall event) -V isually inspect all components including any
stone, vegetation, and evidence of erosion or ponding.
Trash Removal (at least annually) -Trash removal frequency is dependent on location of the
swale.
Sediment Removal from the Channel (when it reaches 2") -Sediment should be removed from
the channel when it reaches a depth of 2" or when vegetation is covered.
Mowing of Turf grass ( eve1y other week in growing season) -Mowing should be done more
often during the growing season; dense, low growing vegetation is best to maintain diffuse flow .
Mowing of Native Grasses (annually) -Most native grasses should be mowed before new
growth appears in sp1ing.
Herbaceous and Woody Vegetation P1uning (annually)-Leaves dropped from the deciduous
shiubs and herbaceous plants should be collected to decrease clogging of mulch or any damming
that might occur in the channel. Woody shiubs should be prnned based on the May Rule.
Removal of Invasive Plants (twice a year) -Infiltration swales and vegetated swal es w ill require
mulch removal and replacement. Replenish bare areas as they occur.
Plant R eplacement (when dead plants ar e noted) -Sod or other plants should be replaced when
they are choked out by sediment. Replant as needed to maintain dense cover.
See the attached Stormwater Pond Inspections and Maintenance Checklist.
Exhibit D -Maintenance Checklist
Stormwater Pond Inspections and Maintenance Checklist
Sile Name: -------------------Owner change since last inspection? Y N
Location: ______________________________________ _
Owner Name: ____________________________________ _
Add ress: ------------------Phone Number: _____________ _
Srte Status : _____________________________________ _
Date: _____ _ Time: _____ _ Site conditions: ________________ _
Stormwater Pond Type: Wet Pond □ Wet ED Pond D Micropool Pond D
Multiple Pond System □ Dry Pond D
Inspection Frequency Key: A=annual; M=monthly; S-after major storms
GI
C >, ('-()
'ti C 0 () ff!('--ti ; GI -Inspection Items uo C,:, 0 Comments/Descrf ptlon
GI ::, Cl)~ S GI Z
Q. 0-0. f/) .E -g iii en GI f/) Cl) ff! GI C::CI) C ._ -= c::. :!: z -LL
Embankment and Emergency Spillway
Vegetation healthy? NS
Erosion on embankment? AJS
Animal burrows in embankment? NS
Cracking, sliding, bu lging of dam? NS
Drains blocked or not functioning? A/S
Leaks or seeps on embankment? NS
Slope protection faifure functional? NS
Emergency spillway obstructed? AIS
Erosion in/around emergency AIS spillway?
Other (describe) AIS
Riser and Principal Spillway (describe type: concrete pipe, slotted weir , channel, etc.)
Low-flow orifice functional? AIS
Trash rack (Debris removal needed? A/S Corrosion noted?)
Sedi ment buildup in riser? A
Concrete/masonry condition (Cracks A o r disp lacement? Spall ing?}
Metal pipe in good condition? A
Control valve operation? A
Pond drain valve operation? A
c~ ('--~
"D C
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Inspection Items ,:; QI ,:;O C "D 0 Comments/Description .! QI z G) ::I (I) 2': C "D -a. rs C. (I) iii 31 :l (I)! (I) QI
.5 LI-.5 2::. :Ezt
Outfall channels functi on , not A erodinq?
Other (describe} A
Permanent Pool Areas (if applicable)
Undesirable vegetation growth? M
Visible pollution? M
Shoreline erosion? M
Erosion at outfalls into pond? M
Headwalls and endwalls in good M
condit ion?
Encroachment into pond o r M easement area by other activit ies?
Evidence of sediment M
accumulation?
Dry Pond Areas? (if app lica ble)
Vegetation adequate? M
Undesirable veget ation or woody M
plant growth?
Excessive sedimentatio n? A
Hazards
Have there been complaints from M
residents?
Public haza rds noted? M
Inspector Comments:
Overall Condition of Facility: D Acceptable □ Unacceptable
If any of the inspectio n items above are checked "yes" for "maintenance needed," list maintenance actions and the
completion dates below:
Mai nte nance Action Needed Due Date
T he nel<l. routine inspection is scheduled for approximately: ________ _
(date)
Inspected by: (signature) _________________ _
Inspected by: (printed) __________________ _
Enhanced Swales / Grass Channels / Filter Strips
Inspections and Maintenance Checklist
Site Name: __________________ _ Owner change since last ins pe ctio n? Y N
Location:---------------------------------------
Owner Name:-------------------------------------
Address: ________________ _ Phone Number: ______________ _
Site Status:--------------------------------------
Date : _______ _ Time: _____ _ Inspector: ________________ _
Inspection Frequency Key: A=annua/; M=monthly; S=after major storms
C >, ('-B ,, C OU ftlc----C a,-
Inspection Items '6 G) '6 0 Ci, 0 CommentsfDescrlptlon
G) _:J CD l; °E CD Z o. er Q. Ul -al uj II> QI II> II) ftl CD Ill C ._ .5 t.. ::E z t.. -LL
Debris Removal
Facility and adjacent area free of M debris?
Inlets and outlets free of de bris? M
Any dumping of yard wastes into
facility?
Litter (branches) removed? M
Vegetation
Surrounding area fully stabilized?
(no evidence of eroding ma terial M
into swale, channel or filter strip)
Grass mowed? M
Plant height not less than design M water depth?
Fertilized per specifications? M
Plan composition accord ing to M aooroved olan?
Unauthorized or in appropriate A olanlinqs?
Plants healthy? (no diseased or M dvinq veqetation)
Evidence of plants stressed from M i nadequate watering?
Filtration Capacity
Clogging from oil or grease? M
Facllity dewaters between storms? M
QI
C: >, ("' u
"Cl C: 0 U
l'O "" --C: QI -Inspection Items 0 ! t;O C: "Cl 0 Comments/Description
QI E: ~ QI z
[er a. Cl) C: "0 ui
en e Cl) QI ~ 3l QI
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Check dams and energy dlssipators/sumps
Any evidence of sedimentation A/S build up?
Are sumps greater than 50% f ull of A/S sediment ?
Any evidence of erosion and down A/S stream toe of drop structures?
Sediment Deposition
Swale clean of sediments A
Sediment not >20% of swale A design depth
Outlet/Overflow Spillway
In good condition? A
Any evidence of erosion? A
Any evidence of blockages? A
Has facility been filled or blocked A inappropriately?
Inspector Comments:
Overall Condition of Facility: D Acceptable D Unacceptable
If any of the above Inspection Items are checked "yes" for ·maintenance needed," list maintenance actions and t heir
comp letion dates below :
Maintenance Action Needed Due Date
The next routine inspection is scheduled for approximately: _________ _
(date)
Inspected by: (signature) __________________ _
Inspected by: (printed) __________________ _
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 Emniovees 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. o 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'!! 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'!! 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'!! o o NA NA
Apartment 220 Persons 3.31 0.40 NA N o 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" o o NA NA
Hic:11 Rise Apartment 222 DU 4.20 0.35 61% 39'!! o o NA NA
Mid-Rise Apartment 223 DU NA 0.39 58% 42'!! 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'!! o o NA NA
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'!! 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'!! 1 1.3 750 43 22 22
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
March 17 , 2025
Re: Advanced Dental
Dear Fairhope Resident:
The City of Fairhope Resolution No. 2018-03 requires all property owners adjacent to proper1y
being considered for development approval to be notified by mail. The Baldwin County Revenue
Office provided your information as a cunent adjacent property owner to the proposed
development request described below.
FST Fritz H arshberger DMD, LLC is requesting approval for The Advanced Dental Project. This
development will consist of a M.O.P (Multiple Occupancy Project). The property is located on
the east side of State Hwy. 181 , North of Windmill Road in Fairhope, Alabama. The parcel
number for this project is 05-46-06-14-0-000-001.502 .
S.E. Civil Engineering w ill hold a Community Meeting at 12:00 PM at S.E. Civil, 9969
W indmill Road, Fairhope, Alabama, on Monday, March 24, 2025. Please note this is an
inf01mational meeting only. The city staff and Planning Commission w ill not be present and w ill
not be voting on this project at this time.
Should you have any questions or concerns, please contact me at (251)-990-6566.
Sincerely,
~~.-~---
Larry Smith, PE
lsmith@secivileng.com
9969 W indmill Road Fairhope, Alabama 36532 251-990-6566
ADVAN CED DE NTAL
Property
FST FRITZ HARSHBERGER
DMDLLC
FST WESLEY, MICHAEL J ETUX
ROBIN MARIA
FST BUELL, DON R (LIFE
ESTATE)
FST WAL-MART STORES EAST
LP
S.E. CIVIL
FAIRHOPE, THE CITY OF
I Signature I Email Address
"
r~H-,. /'1 ~~A cc leaf ma/l(!Se cir,'l ,,,. t"m ---· / .. -
~at&t
April 17 , 2025
Colton Chapman
S.E. Civil Engineering & Smveying
RE: Se1vice Availability-Parcel 05-46-06-14-0-000-001.502 , PPIN 14894
Dear Mr. Chapman,
This letter is in response to your request for information 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 se1ved by
AT&T. Any se1vice anangements for this location w ill 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 se1vice 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
Mobi l e, Alabama 36607
Gu lf District/ Mobile Office
(251) 680-7402
USA Q_S{5) Proud Sponsor of the U.S. Olympic team
March 24, 2025
Mr. Daryl Morefield
Fairhope Public Utilities
555 S. Section Street
Fairhope, Alabama 36532
Re: Advanced Dental MOP -Fire Flow Test
DearDa1yl:
Civil
Engineering
Surveying
We have historical data for the fire flow at the com er of Windmill and SR 181 fo r a previous project we
did in this area. Below ar e the r esults fr om that test. The static and residual hydrant is the hydrant at the
SW comer of Windmill Road and SR 18 1. The fl ow hydrant was located on W indmill Road.
Static Pressure -52 psi
Residual Pressure - 4 8 psi
Pitot Pressure -25 p si
Flow -840 gpm
The standard condition for Deten nining Fire Flow available in a system is calculating the fl ow available
at a residual pressure of 20 psi. This can be done by the fo llowing equa tion:
Q, = Qrx (h,0•54 / hr054), where
Q, = the flow available at the desired residual pressure, gpm
Qr = the sum of the flows from a ll h ydrants, gpm
h, = the difference in pressure between the static pressure measured at the residual hydrant and the des ired
residual pressme, p si
hr = the difference in pressure between the static pressure and the residual pressure measured at the
res idual hydrant, psi
Q,=unknown
Qr = 840 gpm
h, = 52 p si -20 psi= 33 psi
hr = 52 psi - 48 psi = 4 psi
11,054 = 6 .50
hr 054 = 2.1 1
Q, = 840 gpm x ( 6.5O/2.1 l ) = 258 1 gpm
9969 W indmill Road Fairhope, Ala bam a 36532 251 -990-6566
March 24, 2025
Huntei-Simmons
Fairhope Planning Department
555 S. Section Street
Fah·hope, Alabama 36532
Re: Advanced Dental MOP -ADEM Letter
Dear Hm1ter:
Civil
Engineering
& Surveying
This project falls llllder one (1) acre distmbed area threshold to require an ADEM permit. That being said, we
have provided an Erosion and Sediment Control Plan that meets the City's Erosion and Sediment Control
Ordinance.
If you have any questions , please let me know.
Larry Smith, PE
Partner
9969 W indmill Road Fairhope, Alabama 36532 251 -990-6566