HomeMy WebLinkAboutStaff Report 080621August 12, 2021
ITEM NO.: 3 FILE NO.: S-1899
NAME: 17815 Cantrell Road Addition – Preliminary Plat
LOCATION: 17815 Cantrell Road
DEVELOPER:
Eleanor B. Karam 2013 Charitable Trust No. 3
601 E. 3rd Street
Little Rock, AR 72203
OWNER/AUTHORIZED AGENT:
Eleanor B. Karam 2013 Charitable Trust No. 3 – Owner
Joe White – Agent
SURVEYOR/ENGINEER:
Joe White and Associates, Inc.
25 Rahling Circle, Suite A2
Little Rock, AR 72223
AREA: 7.70 acres NUMBER OF LOTS: 3 FT. NEW STREET: 0 LF
WARD: 5 PLANNING DISTRICT: 19 CENSUS TRACT: 42.12
CURRENT ZONING: C-3
VARIANCE/WAIVERS:
1. Variance to allow reduced driveway spacing.
A. PROPOSAL/REQUEST/APPLICANT’S STATEMENT:
The applicant proposes to subdivide 7.70 acres into three (3) lots for future
commercial development.
August 12, 2021
ITEM NO.: 3 (Cont.) FILE NO.: S-1899
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B. EXISTING CONDITIONS:
A two-story single family residence is located within the south half of the overall
property. A single driveway from Cantrell Road serves as access to the property.
The majority of the property is undeveloped and tree covered.
C. NEIGHBORHOOD COMMENTS:
All owners of property abutting the site and all neighborhood associations
registered with the City of Little Rock were notified of the public hearing.
D. ENGINEERING COMMENTS:
1. Cantrell Road is classified on the Master Street Plan as a principal arterial.
Dedication of right-of-way to 55 feet from centerline will be required.
2. Chenonceau Blvd. is classified on the Master Street Plan as a minor arterial.
A dedication of right- of-way 45 feet from centerline will be required.
3. Additional 10-foot Right-of-Way dedication is required at the intersection of
Cantrell Rd and Chenonceau Blvd. along both street, 250-feet long from the
intersection to facilitate a turn lanes. Westbound right-turn lane is required to
be constructed at Cantrell Road to Chenonceau Boulevard. Revise striping on
Chenonceau Boulevard to provide a left-turn lane south of the median.
4. 75-foot radial dedication is required at the intersection of Cantrell Rd and
Chenonceau Blvd.
5. A grading permit in accordance with section 29-186 (c) & (d) will be required
prior to any land clearing or grading activities at the site. Other than residential
subdivisions, site grading and drainage plans must be submitted and
approved prior to the start of construction.
6. Driveway locations and widths do not meet the traffic access and circulation
requirements of Sections 30-43 and 31-210. The width of driveways must not
exceed 36 feet. Driveway spacing on arterial street is 300 ft. from
intersections and other driveways, and 150 feet from side property lines. A
variance must be requested for all driveway locations. The driveway between
lots 1 and 2 must be constructed as right-in/right-out due to its close proximity
to a signalized intersection.
7. Obtain permits for improvements within State Highway right-of-way from
AHTD, District VI.
8. Driveway locations and widths do not meet the traffic access and circulation
requirements of Sections 30-43 and 31-210. The width of driveway must not
exceed 36 feet. Driveway spacing on arterial street is 300 ft., and 150 feet
August 12, 2021
ITEM NO.: 3 (Cont.) FILE NO.: S-1899
3
from the side property lines. A variance must be requested for all driveway
locations. The driveway between lots 1 and 2 must be constructed as right-
in/right-out, due to its close proximity to a signalized intersection.
9. Per ARDOT: If the driveway along the common lot lines of Lots 3 and 4
proposed as a public ROW, the radius must be minimum 40 feet. If it is
proposed as a private driveway it should to be built according to DR-1 ARDOT
standard driveways, regardless of the existing Bank OZK driveway.
10. Private access is proposed for the lots inside the proposed development. In
accordance with section 31-207, private streets must be designed to the same
standards as public streets. The proposed 50-foot common access and utility
easement must be minimum 60' wide to accommodate a 31-foot Right- of-
Way, with sidewalks on both sides.
11. The portion of the lots located south of the "Common Access/Utility
Easement" area should be identified as "Tract Land" on final plat due to the
required maintenance.
12. Is an advance grading variance being requested to grade the lots of the future
phases with the issuance of a grading permit for phase 1?
13. All driveways and private streets shall be constructed with concrete aprons
per City Ordinance.
14. In accordance with section 31-207, private streets must be designed to the
same standards as public streets.
15. Sidewalks with appropriate handicap ramps are required to be installed along
Cantrell Road in accordance with Sec. 31-175 of the Little Rock Code and the
Master Street Plan.
16. Revise striping on Chenonceau Boulevard to provide a NB left-turn lane south
of the median.
E. UTILITIES/FIRE DEPARTMENT/PARKS/COUNTY PLANNING:
Little Rock Water Reclamation Authority: No comments received.
Entergy: No comments received.
CenterPoint Energy: No comments.
AT & T: No comments received.
Central Arkansas Water: No comments received.
Fire Department:
Maintain Access:
August 12, 2021
ITEM NO.: 3 (Cont.) FILE NO.: S-1899
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Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D
of the 2012 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 2012 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
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 2012
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 2012 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
provide 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 building 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 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1
– D105.4
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ITEM NO.: 3 (Cont.) FILE NO.: S-1899
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D105.1 Where Required. Where the vertical distance between the grade plane
and the highest roof surface exceed 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.
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 places 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 2012 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 2012
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 allow manual operation by one
person.
4. Gate components shall be maintained in an operable condition at all times and
replaces 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.
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ITEM NO.: 3 (Cont.) FILE NO.: S-1899
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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.
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 2012 Arkansas Fire
Prevention Code. Section C101 – C105, in conjunction with Central Arkansas
Water (Daniel Tull 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.
F. BUILDING CODES/LANDSCAPE:
Building Code: No comments received.
Landscape: No comments.
G. TRANSPORTATION/PLANNING:
Rock Region Metro: No comments received.
Planning Division: No comments.
H. ANALYSIS:
The applicant proposes to subdivide 7.70 acres into three (3) lots for future
commercial development. The property is located at 17815 Cantrell Road
(southwest corner of Cantrell Road and Chenonceau Blvd.) and is zoned “C-3”
General Commercial District. The site is located within the Highway 10 Design
Overlay District.
August 12, 2021
ITEM NO.: 3 (Cont.) FILE NO.: S-1899
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A two-story single family residence is located within the south half of the overall
property. A single driveway from Cantrell Road serves as access to the property.
The majority of the property is undeveloped and tree covered. A 50 foot wide
undisturbed buffer exists along the west side property line where adjacent to single
family residential zoning.
The proposed lots will range in size from 2.006 acres to 2.8548 acres. The
proposed plat shows a 40 foot wide landscape buffer along the Cantrell Road
frontage, as required by the Highway 10 Design Overlay District. The plat also
shows a 100 foot platted building line from the north property line and a 25 foot
platted building line along the east property boundary. The setbacks conform to
ordinance standards.
The applicant is proposing two (2) driveway locations from Cantrell Road and one
(1) driveway from Chenonceau Blvd. at the southeast corner of the overall site.
The two (2) driveways from Cantrell Road will be shared drives, between Lots 1
and 2 and Lots 2 and 3. All of the driveways will be located within 60 foot wide
access and utility easements, which will allow cross-access between the lots.
The applicant is requesting one (1) variance with respect to the driveway locations.
Section 31-210 of the City’s Subdivision Ordinance requires that driveways from
arterial streets be located at least 300 feet back from an intersecting right-of-way.
The east proposed driveway from Cantrell Road will be located approximately 180
feet back from the intersecting right-of-way of Chenonceau Blvd. This section also
requires that driveways be located at least 125 feet from side property lines. The
driveway from Chenonceau Blvd. at the southeast corner of the property will be
located approximately 45 feet back from the south property line. Staff is supportive
of the variance request, as the applicant is proposing three (3) shared driveways
for three (3) lots which have two (2) street frontages. Staff views this request as
reasonable.
The applicant proposes to final plat the lots one (1) at a time, as they are sold. The
site will be graded in one (1) phase with development of the infrastructure. Based
on the fact that the interior driveways have cross access between all of the lots, an
advanced grading variance will not be required to grade the area of the lots with
the infrastructure.
As part of the property development, the applicant is requesting to remove the
small median at the south end of the large median within the Chenonceau Blvd.
right-of-way. This is proposed to allow north bound left turns from the subject
property onto Chenonceau Blvd. Staff supports the removal of the small median
as long as the applicant submits an Intersection Sight Distance Certification in
conformance with AASHTO standards prior to any work within the right-of-way.
August 12, 2021
ITEM NO.: 3 (Cont.) FILE NO.: S-1899
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As noted in Paragraph D. of the staff report (Engineering comment #3),
Engineering requires a right turn lane along the Cantrell Road frontage to
Chenonceau Blvd. However, ARDOT has denied the widening of Cantrell Road
for the right turn lane.
To staff’s knowledge, there are no outstanding issues related to this preliminary
plat request. The applicant has done a good job in addressing issues as raised by
staff during staff’s review of this plat. The subdividing of this property should have
no adverse impact on the surrounding properties.
I. STAFF RECOMMENDATION:
Staff recommends approval of the proposed plat and associated driveway spacing
variance, subject to compliance with the conditions and comments outlined in
paragraphs D and E, and the staff analysis, of the agenda staff report.
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Vicinity Map
Case:
Location:
CT:
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Area Zoning
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S-1899
17815 Cantrell Rd.
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42.12
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City of Little Rock Planning & Development
Rev: 6/22/2021
SUBJ EC T PROPERTY
0 160 320
Feet
Case No: S-1899
Name: 17815 Cantrell Rd. Addition
Location: 17815 Cantrell Rd.
City of Little Rock Planning & Development
Title: Preliminary Plat
Sketch
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