HomeMy WebLinkAboutPC Minutes for Z-10004July 11, 2024
ITEM NO.: 26 FILE NO.: Z-10004
NAME: Kaufman Development, LLC – PD-C
LOCATION: 1222-1226 Kaufman Road
DEVELOPER:
KNB Hospitality, LLC
176 Blackburn Drive
Little Rock, AR 72212
OWNER/AUTHORIZED AGENT:
Jonathan Hope (Agent)
Hope Consulting
129 North Main Street
Benton, AR 72015
SURVEYOR/ENGINEER:
Hope Consulting
129 Main Street
Benton, AR 72015
AREA: 2.2 acres NUMBER OF LOTS: 3 FT. NEW STREET: 0 LF
WARD: 6 PLANNING DISTRICT: 11 CENSUS TRACT: 24.07
CURRENT ZONING: O-3 & POD
VARIANCE/WAIVERS: None requested.
A. PROPOSAL/REQUEST/APPLICANT’S STATEMENT:
The applicant is proposing to rezone a total of 2.2 acres from O-3 & POD to PD-C
to allow for the construction of a 4-story, 50,220 square foot hotel containing
ninety-seven (97) guestrooms located between 1222-1226 Kaufman Road.
July 11, 2024
ITEM NO.: 26 (Cont.) FILE NO.: Z-10004
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B. EXISTING CONDITIONS:
The proposed site is currently undeveloped and located to the west of I-430, south
of Kanis Road. Properties in the general area contain commercial and office uses
in all directions.
C. NEIGHBORHOOD NOTIFICATIONS:
All owners of property located within 300 feet of the site and all neighborhood
associations registered with the City of Little Rock were notified of the public
hearing.
D. ENGINEERING COMMENTS:
1. Contact Planning and Development Dept., Engineering Division at
501-371-4817 or at 501-918-5348 for inspections of any work in the public
right-of-way prior to placement of concrete or asphalt or for on-site
clarification of requirements prior to commencing work. Failure to do so can
result in removal of any improperly placed concrete or asphalt at the
expense of the owner or contractor.
2. Any work involving one (1) or more acres of disturbed area require a State of
Arkansas NPDES permit. Contact the Arkansas Department of
Environmental Quality, NPDES branch at 501-682-0744 for applications and
information about General Stormwater Discharge Construction Permit
#ARR150000.
3. A grading permit must be obtained prior to initiation of work. Grading permits
are issued by the Planning and Development Dept. at 723 West Markham
Street after approval of sediment and erosion control plans, grading and
drainage plans, land survey, drainage study, and soil loss calculations per
City’s stormwater management and drainage manual. Contact Planning
and Development Dept., Engineering Division at 501-371-4817 or at 501-
918-5348 or Permits@littlerock.gov to schedule an appointment for
issuance or to answer any questions. Permit cost is based on total project
area at $100.00 for the less than ½ acre, $200.00 for ½ to 1 acre, and
$200.00 for the first acre and $100.00 for each additional acre for project
greater than 1 acre.
4. The Department requires three (3) phase sediment and erosion control
(SEC) plans to be submitted for all construction projects showing best
management practices (BMPs) for mitigating sediment runoff and erosion
along with vegetation specifications for temporary and permanent soil
stabilization. Phase 1 SEC plans shall show SEC BMPs during the
stripping, clearing, grubbing, and rough grading of the site. Phase 2 SEC
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ITEM NO.: 26 (Cont.) FILE NO.: Z-10004
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plans shall show SEC BMPs during construction of utilities, buildings,
roadway infrastructure and drainage infrastructure. Phase 3 SEC Plans
shall show SEC BMPs for final grading, seeding, and landscaping of the
site.
5. Sediment and Erosion Control plans shall also show the pertinent
information as outlined in ADEQ ARR150000 Permit Part II section A-4-H
(1-14) and Part II section A-4-I-2 (A-B).
6. Per City Rev. Code 29-99, stormwater detention for developments is
required. Provide stormwater detention infrastructure to satisfy this
requirement.
7. Per City Code 31-434, a 50% maintenance bond for all street and
stormwater infrastructure constructed within the public right of way shall be
submitted to Department engineering staff prior to recording the final plat.
Before the 50% maintenance bond can be accepted, a contract unit bid price
for every street and stormwater infrastructure construction item within the
public right of way shall be submitted to Department engineering staff for
review and approval.
8. Per City Code 31-117, as built stormwater drainage infrastructure
information/data shall be submitted prior to recording of the final plat. This
information shall include but not limited to: pipe inverts, length of pipe, size
of pipe, type of pipe, and type of inlets.
9. Department engineering staff are required to perform a final inspection of all
street and stormwater infrastructure construction within the public right of
way. City maintenance of the street and stormwater drainage infrastructure
within the public right of way cannot officially begin until final acceptance by
Department engineering staff. This needs to be completed and accepted
by Department engineering staff prior to recording of the final plat.
10. A drainage study showing all hydrologic calculations for the site and all
hydraulic calculations for the proposed storm sewer pipe system, swales
and ditches, detention ponds, outlet structures, and inlets is required per
City’s stormwater management and drainage manual. For final drainage
report, sign, date, and seal the report per AR State
Board of Professional Engineers and Professional Surveyors rules Article 12,
Section B (1) (a). Provide engineer's certification statement saying this
drainage report was conducted by yourself or directly under your supervision
and attesting to the accuracy of the information within this report.
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ITEM NO.: 26 (Cont.) FILE NO.: Z-10004
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11. Street design standards shall comply with the latest version of the
AASHTO A Policy on Geometric Design of Highways and Streets, City’s
Master Street Plan (2018), and City’s Standard Details for street and
drainage facilities improvements (2015).
12. Street stormwater and detention infrastructure design standards shall
comply with the City’s Stormwater Management and Drainage Manual
(2016) including City Code Chapters 29, 30, and 31.
13. Street pavement, sidewalks, curb and gutter, curb inlets, junction boxes,
accessible ramps, and storm sewer infrastructure shall comply with City’s
specifications for construction as outlined in City Code Chapters 30.
14. Damage to public and private property due to hauling operations or
operations of construction related equipment from a construction site shall
be repaired by the responsible party prior to the issuance of a certificate of
occupancy.
15. Kaufman Road is considered a commercial street which has a collector
street standard per City’s current master street plan. Therefore, per City’s
boundary street ordinance, construction of boundary street improvements
along property’s frontage per collector street standard and dedication of
additional right of way per master street plan is required. Total right of way
dedication required is thirty (30) feet from street centerline. Additional right
of way dedicated from the centerline of right of way more than thirty (30) feet
may be required by Department staff depending on the location of the
centerline of the street in relation to the centerline of the right of way if both
centerlines do not coincide currently for Kaufman Road.
16. Boundary street improvements are required per master street plan.
Boundary street improvements shall include, but not be limited to,
reconstruction of one-half section of the abutting street if the existing street
is not up to city standards. Repair, replace, or extend existing damaged,
missing, and noncompliant curb and gutter, sidewalk, access ramps or
concrete driveway aprons within the public right-of-way adjacent to the site.
Remove abandoned driveway cuts and replace with curb, gutter, and
sidewalk. All work within the public right-of-way shall conform to City of Little
Rock Public Works Standard Details and ADA guidelines.
17. Submit a clearer, more legible site plan and survey for staff review.
18. Provide an accessible route from the public right of way to the proposed
building entrance in accordance with 2021 Arkansas Fire Prevention Code
Section 1104.1.
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ITEM NO.: 26 (Cont.) FILE NO.: Z-10004
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19. Per AR State Fire Prevention Code Chapter 11, Section 1101.2 Design,
"Building and facilities shall be designed and constructed to be accessible in
accordance with this code and ICC A117.1." Per ICC A117.1 Chapter 5
Section 502.2 Vehicle space size "Car parking spaces shall be 96 inches
(2440 mm) minimum in width. Van parking spaces shall be 132 inches (3355
mm) minimum in width." Exception: Where the adjacent aisle is 96 inches
(2440 mm) in width, van parking spaces shall be 96 inches (2440 mm) in
width." The 96 inches width is an exception, not the standard width for a van
accessible parking stall which is 132 inches or 11 feet. Department staff
would have to approve the exception to allow the 96 inches width for the van
accessible stall. In this case, Department staff denies the exception. Revise
the van accessible stall to show it's 11 feet minimum wide.
E. UTILITIES/FIRE DEPARTMENT/PARKS/COUNTY PLANNING:
Little Rock Water Reclamation Authority: No comments received.
Entergy: No comments received.
Summit Energy: No comments received.
AT & T: No comments received.
Central Arkansas Water:
1. All Central Arkansas Water requirements in effect at the time of request for
water service must be met.
Fire Department:
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D
of the 2021 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road
width with a hydrant. Where a fire hydrant is located on a fire apparatus access
road, the minimum road width shall be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads
shall not exceed 10 percent in grade except as approved by the fire chief. If
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ITEM NO.: 26 (Cont.) FILE NO.: Z-10004
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the grade exceeds 10 percent, approval will be denied, and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2021
Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading.
Facilities, buildings or portions of buildings hereafter constructed shall be
accessible to fire department apparatus by way of an approved fire apparatus
access road with an asphalt, concrete or other approved driving surface capable
of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Commercial and Industrial Developments – 2 means of access. - Maintain fire
apparatus access roads as per Appendix D of the 2021 Arkansas Fire Prevention
Code Vol. 1
Section D104.1 Buildings exceeding three stories or 30 feet in height. Building
or facilities exceeding 30 feet or three stories in height shall have at least two
means of fire apparatus access for each structure.
Section D104.2 Building exceeding 62,000 square feet in area. Buildings or
facilities having a gross building area of more than 62,000 square feet shall be
provided with two separate and approved fire apparatus access roads.
Exception: Projects having a gross building area of up to 124,000 square
feet that have a single approved fire apparatus access road when all
buildings are equipped throughout with approved automatic sprinkler
systems.
D104.3 Remoteness. Where two fire apparatus access roads are required, they
shall be placed a distance apart equal to not less than one half of the length of the
maximum overall diagonal dimension of the lot or area to be served, measured in
a straight line between accesses.
30’ Tall Buildings - Maintain aerial fire apparatus access roads as per
Appendix D of the 2021 Arkansas Fire Prevention Code Vol. 1 Section D105.1
– D105.4
D105.1 Where Required. Where the vertical distance between the grade
plane and the highest roof surface exceeds 30’, approved aerial fire apparatus
access roads shall be provided. For the purposes of this section the highest roof
surfaces shall be determined by measurement to the eave of a pitched roof, the
intersection of a roof to the exterior wall, or the top of the parapet walls, whichever
is greater.
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ITEM NO.: 26 (Cont.) FILE NO.: Z-10004
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D105.2 Width. Aerial fire apparatus access roads shall have a minimum
unobstructed with of 26’, exclusive of shoulders, in the immediate vicinity of the
building or portion thereof.
D105.3 Proximity to building. At least one of the required access routes
meeting this condition shall be located within a minimum of 15 feet and a maximum
of 30 feet from the building and shall be positioned parallel to one entire side of the
building. The side of the building on which the aerial fire apparatus access road is
positioned shall be approved by the fire code official.
D105.4 Obstructions. Overhead utility and power lines shall not be located
over the aerial fire apparatus access road or between the aerial fire apparatus road
and the building. Other obstructions shall be permitted to be placed with the
approval of the fire code official.
Dead Ends.
Maintain fire apparatus access roads at dead end locations as per Appendix
D of the 2021 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead
Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be
provided with width and turnaround provisions in accordance with Table D103.4.
Requirements for Dead-end fire apparatus access roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2021
Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access
road gates. Gates securing the fire apparatus access roads shall comply with
all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that allows manual operation by
one person.
4. Gate components shall be maintained in an operable condition at all times
and replaced or repaired when defective.
5. Electric gates shall be equipped with a means of opening the gate by fire
department personnel for emergency access. Emergency opening devices
shall be approved by the fire code official.
6. Manual opening gates shall not be locked with a padlock or chain and padlock
unless they are capable of being opened by means of forcible entry tools or
when a key box containing the keys to the lock is installed at the gate location.
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ITEM NO.: 26 (Cont.) FILE NO.: Z-10004
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7. Locking device specifications shall be submitted for approval by the fire
code official.
8. Electric gate operators, where provided, shall be listed in accordance with
UL 325.
9. Gates, intended for automatic operation shall be designed, constructed and
installed to comply with requirements of ASTM F 2200.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2021 Arkansas Fire
Prevention Code. Section C101 – C105, in conjunction with Central Arkansas
Water (Jason Lowder 501-377-1245) and the Little Rock Fire Marshal’s Office
(Capt. Tony Rhodes 501-918-3757, or Fire Marshal Derek N. Ingram
501-918-3756 Number and Distribution of Fire Hydrants as per Table C105.1.
Parks and Recreation: No comments received.
County Planning: No comments received.
F. BUILDING CODES/LANDSCAPE:
Building Code: No comments received.
Landscape:
1. Any new site development must comply with the City’s minimal landscape and
buffer ordinance requirements. Refer to the Code of Ordinances, Chapter 15
Landscaping and Tree Protection, and Chapter 36, Article IX – Buffers and
Screening.
2. Site development plans, with landscape and screening, must be submitted for
review, and approval, prior to site clearing and tree removal.
G. TRANSPORTATION/PLANNING:
Rock Region Metro: No comments received.
Planning Division:
The request is in the I-430 Planning District. The Land Use Plan shows Office (O)
for the requested area. The Office (O) category represents services provided
directly to consumers (e.g., legal, financial, medical) as well as general offices
which support more basic economic activities. The application is to rezone from
O-3 to PD-C.
July 11, 2024
ITEM NO.: 26 (Cont.) FILE NO.: Z-10004
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Surrounding the application area in a large area of Office (O) use are banking,
hotels, and restaurants. To the east across Kaufman Road are undeveloped
wooded parcels.
Master Street Plan:
Kaufman Road is a Commercial Street on the Master Street Plan. Commercial
Streets are a Local public street which is abutted by non-residential or residential
use which is more intense than duplex or two-unit residential. These streets have
the same design standard as a Collector. The standard Right-of-way is 60 feet.
Sidewalks are required on both sides. This street may require dedication of right-
of-way and may require street improvements.
Bicycle Plan:
Kauman Road is not shown on the Master Bike Plan Map with existing or proposed
facilities in this area.
Historic Preservation Plan:
This property is not located in a Historic District.
H. ANALYSIS:
The applicant is proposing to rezone a total of 2.2 acres from O-3 & POD to PD-C
to allow for the construction of a 4-story, 50,220 square foot hotel containing
ninety-seven (97) guestrooms located between 1222-1226 Kaufman Road.
The proposed site is currently undeveloped and located to the west of I-430, South
of Kanis Road. Properties in the general area contain commercial and office uses
in all directions.
The proposed hotel building will be located well over forty (40) feet from all property
lines. The proposed building will have a height of fifty-five (55) feet. All proposed
building setbacks and building height conform with ordinance standards.
The site plan shows thirty (30) foot wide access drives located at the north and
south ends of the property extending from Kaufman Road. The applicant must
provide cross access easements to adjacent properties for the proposed driveways
along the west property line.
Parking spaces are shown on all sides of the building with most of the parking
spaces located behind the building. The applicant is proposing one hundred
twenty-two (122) total parking spaces located on the site. Section 36-502(b(1)(f)
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ITEM NO.: 26 (Cont.) FILE NO.: Z-10004
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of the City’s Zoning Ordinance requires a minimum of one hundred-six (106)
parking spaces. Staff feels the parking provided is sufficient to serve the use.
The applicant did not provide a signage plan at this time. Any future signage must
comply with Section 36-555 of the City’s Zoning Ordinance (signs permitted in
commercial zones).
The site plan shows the dumpster area located along the south property line. The
dumpster area must be screened and comply with Section 36-523 of the City’s
Zoning Ordinance.
All sight lighting must be low-level and directed away from adjacent properties.
Staff is supportive of the requested PD-C zoning. Staff views the request as
reasonable. The general area surrounding the site contains several existing hotels
and a mixture of commercial and office uses. Although there will be an increased
traffic presence along Kaufman Road, staff feels the increase in traffic will be
similar to the existing traffic patterns surrounding the site. Staff believes the
proposed development is consistent with the use pattern in this area and the
development should have no adverse impact on surrounding properties.
I. STAFF RECOMMENDATION:
Staff recommends approval of the requested PD-C zoning, subject to compliance
with the comments and conditions outlined in paragraphs D, E and F, and the staff
analysis, of the agenda staff report.
PLANNING COMMISSION ACTION: (JULY 11, 2024)
The applicant was present. There were no persons registered in opposition. Staff
presented the item and a recommendation of approval as outlined in the “staff analysis”
above. The item remained on the Consent Agenda for Approval. The vote was 8 ayes,
0 nays and 3 absent. The application was approved.