HomeMy WebLinkAboutResponse to Comments - 081022
of 2
1
August 10, 2022
Department of Planning and Development
723 West Markham St.
Little Rock, AR 72206
RE: Conditional Use Permit Responses
Prepared by: Sarah Bennings, PSW
sbennings@polkstanleywilcox.com; 501-378-0878
• Staff Comments:
1. Provide number of classrooms in the proposed science building
There are 29 classrooms/ labs in the Science Building.
2. With the proposed additions, will there be any increase in the number of students, teachers, or staff?
No increases are anticipated. The new facility is meant to replace the portable classroom buildings on campus.
3. Will there be any new signage with the proposed additions?
A scoreboard is planned for the Field House/ Practice Field, to be mounted to the north face of the building
(facing the football field).
4. Any new site lighting must be low-level and directed away from adjacent properties.- Will comply
• Fire Marshal Comments:
Fire Hydrants: Will Comply
Grade: Will Comply
Loading: Will Comply
Commercial and Industrial Developments – 2 means of egress: Will Comply
Gates: Will Comply
• Landscaping:
All Comments 1-10: Will Comply
• Civil Engineering:
1. Finish Floor Elevations: Science Building FFE = 354’; Field House FFE = 331’; Indoor Practice Field FFE = 320’
14. Maximum driveway width of 20ft: See revised plan attached with additional variance request for max. driveway
width of 26ft.
All Comments 2- 13, 15,16: Will Comply
cc: Kevin Yarberry, Michael Ellis (LRSD); David Porter, Wesley Walls (PSW); Ed Hankins, Dan Beranek (MCC)
City of Little Rock Planning and Development
Planning Commission Hearing/September 8, 2022
Applicant Comments for Proposed Development
Applicant Responses are due no later than Wednesday, August 10 , 2022. Please submit
revised site plans, if applicable, along with any written responses. All documents should be
submitted to this email address for review.
RE: Z-7253-F Central High School – Revised Conditional Use Permit
1500 Park Street
Development Comments:
1.Provide number of classrooms in the proposed science building.
2.With the proposed additions, will there be any increase in the number of students, teachers or
staff?
3.Will there be any new signage with the proposed additions? If so, provide details (location,
size, etc.…).
4.Any new site lighting must be low-level and directed away from adjacent properties.
Date: July 22, 2022
From: Fire Marshal Derek Ingram and Captain Tony Rhodes
Comment for the following Locations:
S-867-O(9) Miramont Circle – Preliminary Plat West end of Miramont Blvd.,
West of Chenal Valley Drive
Maintain Access:
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.
One- or Two-Family Residential Developments.
As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two-Family
dwelling residential developments. Developments of one- or two-family dwellings where the number of
dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access
roads, and shall meet the requirements of Section D104.3.
Exceptions:
1. Where there are more than 30 dwelling units on a single public or private fire apparatus
access road and al dwelling units are equipped throughout with an approved automatic
sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the
Arkansas Fire Code, access from two directions shall not be required.
2. The number of dwelling units on a single fire apparatus access road shall not be increased
unless fire apparatus access roads will connect with future development, as determined by
the fire code official.
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
Marshals 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.
S-1471-C Lots 3-6, Chenal/Kanis Addition – Preliminary Plat 17100 Block of
Chenal Parkway
Maintain Access:
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.
One- or Two-Family Residential Developments.
As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two-Family
dwelling residential developments. Developments of one- or two-family dwellings where the number of
dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access
roads, and shall meet the requirements of Section D104.3.
Exceptions:
1. Where there are more than 30 dwelling units on a single public or private fire apparatus
access road and al dwelling units are equipped throughout with an approved automatic
sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the
Arkansas Fire Code, access from two directions shall not be required.
2. The number of dwelling units on a single fire apparatus access road shall not be increased
unless fire apparatus access roads will connect with future development, as determined by
the fire code official.
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
Marshals 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.
S-1499-Q Lot 8R, Block 309, Original City of Little Rock – Replat Northwest
corner of W. 11th Street and S. Cross Street
Maintain Access:
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.
One- or Two-Family Residential Developments.
As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two-Family
dwelling residential developments. Developments of one- or two-family dwellings where the number of
dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access
roads, and shall meet the requirements of Section D104.3.
Exceptions:
1. Where there are more than 30 dwelling units on a single public or private fire apparatus
access road and al dwelling units are equipped throughout with an approved automatic
sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the
Arkansas Fire Code, access from two directions shall not be required.
2. The number of dwelling units on a single fire apparatus access road shall not be increased
unless fire apparatus access roads will connect with future development, as determined by
the fire code official.
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
Marshals 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.
Z-9713 Rezoning from R-2 to C-3 9204 Chicot Road
Maintain Access:
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.
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.
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
Marshals 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.
Z-9719 Rezoning from R-3 to C-3 3301, 3305, 3317, & 3319 Asher Avenue
Maintain Access:
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.
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
Marshals 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.
Z-1907-A Little Rock Billion Event Center – Conditional Use Permit 815 Main
Street
No Comments
Z-7253-F Central High School – Revised Conditional Use Permit 1500 Park Street
Maintain Access:
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.
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.
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.
Z-9711 Dickson Duplex – Conditional Use Permit 900 S. Park Street
No Comments
Z-9718 Sel-Mart, Inc. Barber Shop – Condition Use Permit 6705 W. 12th Street
No Comments
Z-4470-O Wellington Hills Center – Revised PCD 15400 Chenal Parkway
Maintain Access:
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.
Multi-Family Residential Developments
As per Appendix D, Section D106.1 of the 2012 Arkansas Fire Prevention Code Vol. 1. Projects having
more than 100 dwelling units. Multiple-family residential projects having more than 100 dwelling units
shall be equipped throughout with two separate and approved fire apparatus access roads.
Exception: Projects having up to 200 dwelling units may have a single approved fire apparatus
access road when all building, including nonresidential occupancies are equipped throughout with
approved automatic sprinkler systems installed in accordance with Section 903.3.1.1 or 903.3.1.2
As per Appendix D, Section D106.2 of the 2012 Arkansas Fire prevention Code Vol. 1. Projects having
more than 200 dwelling units. Multiple-family residential projects having more than 200 dwelling units
shall be provided with two separate and approved fire apparatus access roads regardless of whether
they are equipped with an approved automatic sprinkler system.
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
Marshals 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.
Z-6238-B Telcoe Federal Credit Union – PD-C 1400 S. Bowman Road
Maintain Access:
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.
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
Marshals 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.
Z-9715 August Renewals – Hyde Park Project – PRD Southeast corner of W. 26th
Street and Jefferson Street
Maintain Access:
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.
One- or Two-Family Residential Developments.
As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or Two-Family
dwelling residential developments. Developments of one- or two-family dwellings where the number of
dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access
roads, and shall meet the requirements of Section D104.3.
Exceptions:
1. Where there are more than 30 dwelling units on a single public or private fire apparatus
access road and al dwelling units are equipped throughout with an approved automatic
sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the
Arkansas Fire Code, access from two directions shall not be required.
2. The number of dwelling units on a single fire apparatus access road shall not be increased
unless fire apparatus access roads will connect with future development, as determined by
the fire code official.
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
Marshals 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.
Z-9716 The Middle – PCD Southwest corner of Cantrell Road and N. Rodney
Parham Road
Maintain Access:
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
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.
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
Marshals 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.
Z-9717 Powell Short-Term Rental – PD-C 3 Dove Circle
Maintain Access:
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.
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
Marshals 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.
In regards to line item number 3, Replat Northwest corner of W. 11th St and S. Cross St, Summit Utilities
has no objection to the proposed changes.
Summit Utilities has no comments on the remaining line items for the planning commission.
Thank you,
Suzy Mangan
Gas Engineer
501.377.4542 | (m) 501.416.8412 | www.SummitUtilitiesInc.com
smangan@summitutilities.com
TO: MONTE MOORE, DEVELOPMENT ADMINISTRATOR
FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR
SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF
THE SEP 08, 2022, PLANNING COMMISION MEETING
DATE: JULY 26, 2022
1. East End of Miramont Blvd S-867-O (9)
1. No Comment
2. Chenal Parkway NE of Kanis Rd Intersection S-1471-C
1. No Comment
3. 1012 South Cross Street S-1499-Q
1. No Comment
4. 6901 Shamrock Drive Z- 9714
1. No Comment
5.1 9204 Chicot Road Z-9713
1.Any new site development must comply with the City’s minimal landscape and buffer
ordinance requirements.
2.The City Beautiful Commission recommends preserving as many existing trees as
feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can
be given when preserving trees of six (6) inch caliper or larger.
6.1 3301 Asher Avenue Z-9719
1. No Comment
7. 815 Main Z-1907-A
1. No Comment
8. 1500 South Park Street Z-7253-F
1.Any new site development must comply with the City’s minimal landscape and buffer
ordinance requirements.
2.A perimeter planting strip is required along any side of a vehicular use area that abuts
adjoining property, or the right-of-way of any street. This strip shall be at least nine
(9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every
thirty (30) linear feet of perimeter planting strip.
3.Screening requirements will need to be met for the vehicular use areas adjacent to
street rights-of-way. Provide screening shrubs with an average linear spacing of not
less at three (3) feet within the required landscape area. Provide trees with an average
linear spacing of not less than thirty (30) feet.
6.Building landscape areas shall be provided at the rate equivalent to planter strip three
(3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be
planted in the building landscape areas for each forty (40) linear feet of vehicular use
area abutting the building.
3.Eight percent (8%) of the vehicular use area must be designated for green space; this
green space needs to be evenly distributed throughout the parking area(s). The
minimum size of an interior landscape area shall be one hundred fifty (150) square
feet for developments with one hundred fifty (150) or fewer parking spaces. Interior
islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be
included in the interior landscape areas at the rate of one (1) tree for every twelve (12)
parking spaces.
8.An automatic irrigation system to water landscaped areas shall be required for
developments of one (1) acre or larger.
9.The development of two (2) acres or more requires the landscape plan to be stamped
with the seal of a Registered Landscape Architect.
10.The City Beautiful Commission recommends preserving as many existing trees as
feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can
be given when preserving trees of six (6) inch caliper or larger.
9. 900 S Park Z-9711
1.No Comment
10. 6705 West 12 St Z-9718
1. No Comment
11. 15400 Chenal Parkway Z-4470-O
1. Any new site development must comply with the City’s minimal landscape and buffer
ordinance requirements and the Chenal Overlay District.
2. A perimeter planting strip is required along any side of a vehicular use area that abuts
adjoining property, or the right-of-way of any street. This strip shall be at least nine
(9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every
thirty (30) linear feet of perimeter planting strip.
If access easements are not provided adjacent to the to ne property lines a 9-foot
landscape perimeter my be required adjacent to the north and west property
lines.
3. Eight percent (8%) of the vehicular use area must be designated for green space; this
green space needs to be evenly distributed throughout the parking area(s). The
minimum size of an interior landscape area shall be one hundred fifty (150) square
feet for developments with one hundred fifty (150) or fewer parking spaces. Interior
islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be
included in the interior landscape areas at the rate of one (1) tree for every twelve (12)
parking spaces.
4. Landscape areas shall be provided between the vehicular use area used for public
parking and the general vicinity of the building, excluding truck loading or service
areas not open to public parking. These shall be provided at the rate equivalent to
planter strip three (3) feet wide along the vehicular use area. One (1) tree and four (4)
shrubs shall be planted in the building landscape areas for each forty (40) linear feet
of vehicular use area abutting the building. Landscape areas will need to be added for
the commercial building.
5. A land use buffer six (6) percent of the average width / depth of the lot will be
required when an adjacent property has a dissimilar use of a more restrictive nature.
As a component of all land use buffer requirements, opaque screening, whether a
fence or other device, a minimum of six (6) feet in height shall be required upon the
property line side of the buffer. Easements cannot count toward fulfilling this
requirement. The plantings, existing and purposed, shall be provided within the
landscape ordinance of the city, section 15-81.
Screening will be required adjacent to the Chenal Parkway right-of-way.
Existing plant materials can be used to meet this requirement, if not in place new
material will be required.
6. An automatic irrigation system to water landscaped areas shall be required for
developments of one (1) acre or larger.
7.The City Beautiful Commission recommends preserving as many existing trees as
feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can
be given when preserving trees of six (6) inch caliper or larger.
12. 1400 S Bowman Z-6238-B
1.Any new site development must comply with the City’s minimal landscape and buffer
ordinance requirements.
2. Street buffers will be required at six (6) percent of the average depth of the lot. The
minimum dimension shall be one-half (½) the full width requirement but in no case
be less than nine (9) feet.
The average depth of the lot is approximately 630-feet in depth. A minimum 38-
foot street buffer will be required.
4.Screening requirements will need to be met for the vehicular use areas adjacent to
street rights-of-way. Provide screening shrubs with an average linear spacing of not
less at three (3) feet within the required landscape area. Provide trees with an average
linear spacing of not less than thirty (30) feet.
5.A perimeter planting strip is required along any side of a vehicular use area that abuts
adjoining property, or the right-of-way of any street. This strip shall be at least nine
(9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every
thirty (30) linear feet of perimeter planting strip.
A small portion of the north perimeter is deficient.
6.Building landscape areas shall be provided at the rate equivalent to planter strip three
(3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be
planted in the building landscape areas for each forty (40) linear feet of vehicular use
area abutting the building.
3.Eight percent (8%) of the vehicular use area must be designated for green space; this
green space needs to be evenly distributed throughout the parking area(s). The
minimum size of an interior landscape area shall be one hundred fifty (150) square
feet for developments with one hundred fifty (150) or fewer parking spaces. Interior
islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be
included in the interior landscape areas at the rate of one (1) tree for every twelve (12)
parking spaces.
8.An automatic irrigation system to water landscaped areas shall be required for
developments of one (1) acre or larger.
9.The development of two (2) acres or more requires the landscape plan to be stamped
with the seal of a Registered Landscape Architect.
10.The City Beautiful Commission recommends preserving as many existing trees as
feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can
be given when preserving trees of six (6) inch caliper or larger.
13. 26 and S Jefferson Z-9715
1. No Comment
14. NE corner of Anderson Dr and Rodney Parham Z-9716
1.Any new site development must comply with the City’s minimal landscape and buffer
ordinance requirements.
2. Street buffers will be required at six (6) percent of the average depth of the lot. The
minimum dimension shall be one-half (½) the full width requirement but in no case
be less than nine (9) feet. Easements cannot count toward fulfilling this requirement.
The plantings, existing and purposed, shall be provided within the landscape
ordinance of the city, section 15-81.
4.Screening requirements will need to be met for the vehicular use areas adjacent to
street rights-of-way. Provide screening shrubs with an average linear spacing of not
less at three (3) feet within the required landscape area. Provide trees with an average
linear spacing of not less than thirty (30) feet.
5.A perimeter planting strip is required along any side of a vehicular use area that abuts
adjoining property, or the right-of-way of any street. This strip shall be at least nine
(9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every
thirty (30) linear feet of perimeter planting strip.
6.Building landscape areas shall be provided at the rate equivalent to planter strip three
(3) feet wide along the vehicular use area. One (1) tree and four (4) shrubs shall be
planted in the building landscape areas for each forty (40) linear feet of vehicular use
area abutting the building.
7.Eight percent (8%) of the vehicular use area must be designated for green space; this
green space needs to be evenly distributed throughout the parking area(s). For
developments with more than one hundred fifty (150) parking spaces the minimum
size of an interior landscape area shall be three hundred (300) square feet. Interior
islands must be a minimum of seven and one half (7 1/2) feet in width. Trees shall be
included in the interior landscape areas at the rate of one (1) tree for e very twelve
(12) parking spaces.
8.An automatic irrigation system to water landscaped areas shall be required for
developments of one (1) acre or larger.
9.The development of two (2) acres or more requires the landscape plan to be stamped
with the seal of a Registered Landscape Architect.
10. The City Beautiful Commission recommends preserving as many existing trees as
feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can
be given when preserving trees of six (6) inch caliper or larger.
15. 8 Dove Circle Z-9717
1. No Comment
Civil Engineering Review Comments
☐Board of Adjustment ☒Planning Commission
Agenda Date: 09/08/2022
Z-9714, LU2022-15-02, Z-9713, LU2022-09-01, Z-9719, Z-1907-A, Z-9718, Z-9717, A-342
No comments.
Z File Number Z-S-867-O(9)
Miramont Circle – Preliminary Plat
1.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., Civil Engineering
Private Development 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.
2.Hauling of fill material on or off project sites over municipal streets require approval
prior to a grading permit being issued by the Department of Planning and
Development. Contact Public Works Traffic Engineering at 621 S. Broadway 501-
379-1805 with any questions or for more information.
3.Any work involving one (1) or more acres of disturbed area requires 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.
4.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.
5.Provide as-built plans and data entry template of newly installed or modified public
and private stormwater drainage system prior to issuance of the certificate of
occupancy. The as-built plans should contain information as found on the City of
Little Rock website at https://www.littlerock.gov/city-administration/city-
departments/public-works/applications-details-and-manuals/. Provide the as-built
plans and data entry template to Planning and Development Dept., Civil Engineering
Private Development by email to csmith@littlerock.gov and cc dwarner@littlerock.gov.
If you have any questions or desire additional information, please do not hesitate to
contact Planning and Development Dept., Civil Engineering Private Development at
501-371-4817 or at 501-918-5348 or email Permits@littlerock.gov.
6.Per City Code 31-89 (5) for a preliminary plat, a storm drainage preliminary analysis
is required showing drainage data for all watercourses entering and leaving the plat
boundaries. The storm drainage analysis shall be prepared in sufficient detail to
illustrate the proposed system’s capability of accommodating storm events as
required by the stormwater management and drainage manual. The preliminary plat
shall also show drainage arrows indicating how drainage arrives at the site and
drainage arrows how it leaves the site post development. Indicate where the storm
sewer pipes are located within the development also. Additionally, provide profile
and cross-sectional views of the detention structure outlet/spillway. Delineation of
the drainage areas pre and post construction with respective discharges via rational
method shall also be shown. The preliminary plat shall also contain all information
as outlined in City Code 31-89.
7. A drainage study showing all hydrologic and hydraulic calculations for the proposed
storm sewer pipe system, detention ponds and underground structures, and inlets is
required. 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.
8. 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 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.
9. 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).
10. Contact Planning and Development Dept., Civil Engineering Private Development 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.
11. Private access is proposed for this property. In accordance with Little Rock Code
Section 31-207, private streets must be designed and constructed to the same standard
as public streets per City of Little Rock’s Master Street Plan. For a minor residential
street per master street plan, minimum total width required (including curb & gutter)
is 28 feet. Preliminary plat shows 27 feet total width. Revise total street width to
meet master street plan standards or request a variance from this requirement to
Department staff for review.
12. If street lighting is planned to be used, per City Rev. Code 31-403 the Department
requires street lighting plans to be submitted to the Department for review and
approval before filing and recording of the final plat for the subdivision. The street
lighting plans required shall include conduit and pull/junction box locations, street
luminaire locations and mounting heights, wire sizes, current photometric data for
the proposed fixtures, and subdivision street photometrics using the proposed
fixtures that meet AASHTO Roadway Lighting Design Guide standards.
13. Per City Code 31-206 (f), “Property line corners at street intersections shall be
rounded with a radius of at least twenty (20) feet.”
14. Provide typical section(s) for proposed private streets to verify compliance with
master street plan.
Z File Number S-1471-C
Lots 3-6 Chenal/Kanis Addition – Preliminary Plat 17100 Block of Chenal Parkway
1. A drainage study showing all hydrologic and hydraulic calculations for the proposed
storm sewer pipe system, detention ponds and structures, and inlets is required. 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.
2. Chenal Parkway is classified as a principal arterial per City’s Master Street Plan.
Therefore, dedicate additional right of way required to accommodate a minimum five (5)
feet wide sidewalk plus a minimum one-foot buffer from the back of sidewalk to the right
of way/property line.
3. Per City Code 31-89 (5) for a preliminary plat, a storm drainage preliminary analysis is
required showing drainage data for all watercourses entering and leaving the plat
boundaries. The storm drainage analysis shall be prepared in sufficient detail to illustrate
the proposed system’s capability of accommodating storm events as required by the
stormwater management and drainage manual. The preliminary plat shall also show
drainage arrows indicating how drainage arrives at the site and drainage arrows how it
leaves the site post development. Indicate where the storm sewer pipes are located within
the development also. Additionally, provide profile and cross-sectional views of the
detention structure outlet/spillway. Delineation of the drainage areas pre and post
construction with respective discharges via rational method shall also be shown. The
preliminary plat shall also contain all information as outlined in City Code 31-89.
4. A drainage study showing all hydrologic and hydraulic calculations for the proposed
storm sewer pipe system, detention ponds and underground structures, and inlets is
required. 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.
Z File Number S-1499-Q
Lot 8R, Block 309, Original City of Little Rock – Replat Northwest corner of West 11th Street
and S. Cross Street
1. Provide statement indicating the ratio error of closure.
2. Provide name and address of landowner with source of title (deed record book and
page number or instrument number required).
Z File Number Z-7253-F
Central High School – Revised Conditional Use Permit 1500 Park Street
1. Provide finished floor elevations (FFE) for all buildings on site plan and grading and
drainage plans.
2. A grading permit might be required 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., Civil Engineering
Private Development 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.
3. Any work involving one (1) or more acres of disturbed area requires 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.
4. Hauling of fill material on or off project sites over municipal streets require approval
prior to a grading permit being issued by the Department of Planning and
Development. Contact Public Works Traffic Engineering at 621 S. Broadway 501-
379-1805 with any questions or for more information.
5. 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.
6. Contact Planning and Development Dept., Civil Engineering Private Development 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.
7. Provide as-built plans and data entry template of newly installed or modified public
and private stormwater drainage system prior to issuance of the certificate of
occupancy. The as-built plans should contain information as found on the City of
Little Rock website at https://www.littlerock.gov/city-administration/city-
departments/public-works/applications-details-and-manuals/. Provide the as-built
plans and data entry template to Planning and Development Dept., Civil Engineering
Private Development by email to csmith@littlerock.gov and cc dwarner@littlerock.gov.
If you have any questions or desire additional information, please do not hesitate to
contact Planning and Development Dept., Civil Engineering Private Development at
501-371-4817 or at 501-918-5348 or email Permits@littlerock.gov.
8. Any infrastructure within public right of way that is currently damaged or damaged
during construction will be repaired or replaced at developer’s expense before a final
certificate of occupancy can be released for the building. This includes but not
limited to the following: noncompliant curb and gutter, asphalt, sidewalk, accessible
ramps, storm drainage infrastructure, or concrete driveway aprons. All work within
the public right-of-way shall conform to City of Little Rock Public Works Standard
Details and ADA accessibility requirements.
9. A drainage study showing all hydrologic and hydraulic calculations for the proposed
storm sewer pipe system, detention ponds and structures, and inlets is required. 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.
10. Obtain Traffic Control permits prior to doing any street cuts or curb cuts. Obtain
Traffic Control permits prior to doing any work on city streets or in the right-of-way.
Contact Traffic Engineering at 501-379-1800 for more information.
11. Per City Rev. Code 29-99, stormwater detention for developments is required.
Provide stormwater detention infrastructure to satisfy this requirement.
12. 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 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.
13. 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).
14. Per City Code 30-43, maximum driveway width allowed is 20 feet and shall be 5 feet
from the property line for a residential property adjacent to a residential street. Label
proposed driveway width on plans and distance to property lines to verify
conformance with City Code.
15. Provide accessible route from the accessible parking stalls’ aisles to proposed
buildings’ entrances in accordance with Section 402 & 502 of ICC A117.1-2017 and
2012 Arkansas Fire Prevention Code Sections 1104.
16. Proposed gate access for proposed science building from public sidewalk on W. 16th
Street cannot be a manually operated gate. For use within an accessible route from
the public sidewalk for handicapped individual ingress and egress, the gate access
shall be an automatically operated gate with accessible access to open the gate such as
an keypad, keycard, or push button per Section 402 of ICC A117.1-2017.
Z File Number Z-9771
Dickson Duplex – Conditional Use Permit 900 S. Park Street
1. Off-street parking is required. How is parking going to be accommodated? Show
parking layout on the survey or a site plan including driveway width and location
from the adjacent property line.
Z File Number Z-4470-O
Wellington Hills Center – Revised PCD 15400 Chenal Parkway
1. Any work involving one (1) or more acres of disturbed area requires 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.
2. 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.
3. Provide as-built plans and data entry template of newly installed or modified public
and private stormwater drainage system prior to issuance of the certificate of
occupancy. The as-built plans should contain information as found on the City of
Little Rock website at https://www.littlerock.gov/city-administration/city-
departments/public-works/applications-details-and-manuals/. Provide the as-built
plans and data entry template to Planning and Development Dept., Civil Engineering
Private Development by email to csmith@littlerock.gov and cc dwarner@littlerock.gov.
If you have any questions or desire additional information, please do not hesitate to
contact Planning and Development Dept., Civil Engineering Private Development at
501-371-4817 or at 501-918-5348 or email Permits@littlerock.gov.
4. Submit traffic impact study (TIA) showing the additional, projected traffic expected
to be generated by the proposed development. TIA should show the following: 1. an
evaluation of the existing traffic conditions in the vicinity of the proposed site 2. an
analysis of projected traffic volumes entering and exiting the proposed development
at the nearby access drives and intersections used to serve the site 3. Identify the
effects of traffic operations for the existing traffic in combination with site-generated
traffic associated with the proposed development 4. evaluate traffic operations for the
study intersections and access drives that will serve the site and make
recommendations for mitigative improvements which may be necessary and
appropriate for safe and acceptable traffic operations 5. Assess the adequacy of the
site to accommodate projected drive-thru traffic via queueing analysis.
5. 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 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.
6. 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).
7. If a grading permit is not required for the proposed site work, all construction work
must include appropriate drainage and erosion control measures (i.e., silt fencing,
mulching hydro-seeding, etc.) to protect the municipal storm water drainage system
and neighboring properties from sediment runoff. New development may be subject
to inspections for compliance.
Z File Number Z-6238-B
Telcoe Federal Credit Union – PD-C 1400 S. Bowman Road
1. 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.
2. Contact Planning and Development Dept., Civil Engineering Private Development 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.
3. Any work involving one (1) or more acres of disturbed area requires 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.
4. 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., Civil Engineering
Private Development 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.
5. Hauling of cut and/or fill material on or off project sites over municipal streets require
approval prior to a grading permit being issued. Contact Public Works Traffic
Engineering at 621 S. Broadway 501-379-1800 with any questions or for more
information.
6. Provide as-built plans and data entry template of newly installed or modified public
and private stormwater drainage system prior to issuance of the certificate of
occupancy. The as-built plans should contain information as found on the City of
Little Rock website at https://www.littlerock.gov/city-administration/city-
departments/public-works/applications-details-and-manuals/. Provide the as-built
plans and data entry template to Planning and Development Dept., Civil Engineering
Private Development by email to csmith@littlerock.gov and cc dwarner@littlerock.gov.
If you have any questions or desire additional information, please do not hesitate to
contact Planning and Development Dept., Civil Engineering Private Development at
501-371-4817 or at 501-918-5348 or email Permits@littlerock.gov.
7. 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 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.
8. 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).
9. Per City Rev. Code 29-99, stormwater detention for developments is required.
Provide stormwater detention infrastructure to satisfy this requirement. Exception to
this requirement is described in City Code 29-100: “If an existing site with an existing
coefficient of runoff of 1.0 (totally impervious) is developed, no on-site detention or
in-lieu fee for detention is required. Also, if an existing site is developed whereby the
coefficient of runoff is reduced to a lesser value, no on-site detention or in-lieu fee is
required.”
10. A drainage study showing all hydrologic and hydraulic calculations for the proposed
storm sewer pipe system, detention ponds, underground structures, and inlets is
required. 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.
11. Site plan does not consider future public project of widening Bowman Road to minor
arterial standards per master street plan (5 lanes). Revise site plan and site access to
accommodate future widening of Bowman Road. Plans should show temporary
driveway access tie-in to existing pavement edge of Bowman Road from proposed
permanent driveway until future public widening project comes through. Show
future, permanent driveway access with Bowman Road widened to five lanes also on
another plan sheet.
12. Boundary street improvements are not required on Bowman Rd. due to future Public
Works project of widening the arterial. Future Public Works project has been bid to
contract and construction will begin on Bowman Rd. starting August 8, 2022.
Z File Number Z-9715
August Renewals – Hyde Park Project – PRD Southeast Corner of West 26th Street and
Jefferson Street
1. Site plan shows reconfiguring of the lots from existing conditions. A replat from a
licensed surveyor is required to reconfigure the lots legally. Therefore, provide a
preliminary replat for these lots signed, dated, and sealed by an Arkansas licensed
surveyor.
2. Site plan needs to label existing street names and provide a north arrow.
3. For future building permits, provide a grading and drainage plan for all four lots with
spot elevations shown at the street gutter line, semi-circular driveway, each individual
lot’s driveway from the garage/carport to semi-circular driveway tie in, and around all
sides of each proposed residential structure. Finished floor elevations for each
structure shall also be shown.
4. A grading permit is not required for the proposed site work. However, all
construction work must include appropriate drainage and erosion control measures
(i.e. hydroseeding, silt fencing, mulching etc.) to protect the municipal storm water
drainage system and neighboring properties from sediment runoff. New development
may be subject to inspections for compliance.
5. Contact Planning and Development Dept., Civil Engineering Private Development 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.
6. Any work involving one (1) or more acres of disturbed area requires 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.
7. Hauling of cut and/or fill material on or off project sites over municipal streets require
approval prior to construction commencing. Contact Public Works Traffic
Engineering at 621 S. Broadway 501-379-1800 with any questions or for more
information.
8. Obtain Traffic Control permits prior to doing any street cuts or curb cuts. Obtain
Traffic Control permits prior to doing any work on city streets or in the right-of-way.
Contact Traffic Engineering at 501-379-1800 for more information.
9. 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.
10. Is the semi-circular drive one-way in and out or two-way in and out? If two-way,
semi-circular drive needs to be at least 20 feet wide to accommodate two passenger
cars using the driveway simultaneously. Please clarify on site plan the traffic
operations of the semi-circular driveway.
Z File Number Z-9716
The Middle – PCD Southeast Corner of Cantrell Road and N. Rodney Parham Road
1.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., Civil Engineering
Private Development 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.
2.Hauling of fill material on or off project sites over municipal streets require approval
prior to a grading permit being issued by the Department of Planning and
Development. Contact Public Works Traffic Engineering at 621 S. Broadway 501-
379-1805 with any questions or for more information.
3.Any work involving one (1) or more acres of disturbed area requires 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.
4.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.
5.Provide as-built plans and data entry template of newly installed or modified public
and private stormwater drainage system prior to issuance of the certificate of
occupancy. The as-built plans should contain information as found on the City of
Little Rock website at https://www.littlerock.gov/city-administration/city-
departments/public-works/applications-details-and-manuals/. Provide the as-built
plans and data entry template to Planning and Development Dept., Civil Engineering
Private Development by email to csmith@littlerock.gov and cc dwarner@littlerock.gov.
If you have any questions or desire additional information, please do not hesitate to
contact Planning and Development Dept., Civil Engineering Private Development at
501-371-4817 or at 501-918-5348 or email Permits@littlerock.gov.
6.Per City Code 31-89 (5) for a preliminary plat, a storm drainage preliminary analysis
is required showing drainage data for all watercourses entering and leaving the plat
boundaries. The storm drainage analysis shall be prepared in sufficient detail to
illustrate the proposed system’s capability of accommodating storm events as
required by the stormwater management and drainage manual. The preliminary plat
shall also show drainage arrows indicating how drainage arrives at the site and
drainage arrows how it leaves the site post development. Indicate where the storm
sewer pipes are located within the development also. Additionally, provide profile
and cross-sectional views of the detention structure outlet/spillway. Delineation of
the drainage areas pre and post construction with respective discharges via rational
method shall also be shown. The preliminary plat shall also contain all information
as outlined in City Code 31-89.
7. A drainage study showing all hydrologic and hydraulic calculations for the proposed
storm sewer pipe system, detention ponds and underground structures, and inlets is
required. 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.
8. 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 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.
9. 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).
10. Contact Planning and Development Dept., Civil Engineering Private Development 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.
11. Submit traffic impact study (TIA) showing the additional, projected traffic expected
to be generated by the proposed development. TIA should show the following: 1. an
evaluation of the existing traffic conditions in the vicinity of the proposed site 2. an
analysis of projected traffic volumes entering and exiting the proposed development
at the nearby access drives and intersections used to serve the site 3. Identify the
effects of traffic operations for the existing traffic in combination with site-generated
traffic associated with the proposed development 4. evaluate traffic operations for the
study intersections and access drives that will serve the site and make
recommendations for mitigative improvements which may be necessary and
appropriate for safe and acceptable traffic operations 5. Assess the adequacy of the
site to accommodate projected drive-thru traffic via queueing analysis.
12. Per City Rev. Code 29-99, stormwater detention for developments is required.
Provide stormwater detention infrastructure to satisfy this requirement.
13. A special permit is issued for work on the Arkansas Department of Transportation
right of way that is not an access driveway. The permit is issued by the Permit officer
for the District in which the special permit is requested. Please contact ARDOT
District 6 permit officer at 501-569-2266 if any construction will take place within
ARDOT right of way.
14. Per master street plan, Anderson Drive is classified as a commercial street.
Commercial streets require a collector street standard which includes sidewalk on
both sides of the street for publicly maintained commercial streets. Therefore,
boundary street sidewalk improvements are required per master street plan along both
sides of Anderson Drive. New sidewalk along Anderson Street shall tie to existing
sidewalk along Rodney Parham Road. Anderson Drive 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.
15. Additional right of way may be required to be dedicated to the City to accommodate
the new public sidewalk along Anderson Drive. The back of the new sidewalk to the
right of way/property line shall have a minimum of a one (1) foot buffer per PW-23.
16. Provide accessible route from the accessible parking stalls’ aisles to proposed
buildings’ entrances in accordance with Section 402 & 502 of ICC A117.1-2017 and
2012 Arkansas Fire Prevention Code Sections 1104.
17. Provide accessible route from the sidewalk within the public right of way to the
proposed building entrances in accordance with 2012 Arkansas Fire Prevention Code
Section 1104.1.