HomeMy WebLinkAboutS-1456-A ApplicationMEMORANDUM
TO: DONNA JAMES, SUBDIVISION ADMINISTRATOR
FROM: TRACY SPILLMAN, PLANS DEVELOPMENT ADMINISTRATOR
SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF
THE SEPTEMBER 16, 2015, SUBDIVISION COMMITTEE MEETING
CC: DANA CARNEY, ZONING & SUBDIVISION MANAGER
DATE: SEPTEMBER 11, 2015
NEW BUSINESS:
1. 11623 and 11625 Sardis Road (S-1757)
No Comments
2. Southside of Kanis Road between the Chenal Downs Subdivision and Walnut Grove
Road S-1758
No Comments
3. 12600 Chenal Parkway _ (S-980-E)
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements and the Chenal/Financial Center Design Overlay District.
Screening requirements will need to be met for the vehicular use areas adjacent to street
right-of-ways. 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.
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.
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.
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.
An automatic irrigation system to water landscaped areas shall be required for
developments of one (1) acre or larger.
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.
4. 11409 Baseline (S-1456-A)
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements.
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. The minimum
dimension shall be nine (9) feet. 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. The plantings, existing and
purposed, shall be provided within the landscape ordinance of the city, section 15-81. The
adjacent south property is zoned PCD, a land use buffer and screening will be required.
An automatic irrigation system to water landscaped areas shall be required for
developments of one (1) acre or larger.
The development of two (2) acres or more requires the landscape plan to be stamped with
the seal of a Registered Landscape Architect.
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.
5. 12716 Hunter Field Road Z-4633-B
No Comments
6. East Side of Autumn Road. North of Barnes and Noble (Z-4765-D)
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements.
Street buffers will be required at six (6) percent of the average depth of the lot. The
minimum dimension shall be one-half (`/z) the full width requirement but in no case less
than nine (9) feet. The maximum dimension required shall be fifty (50) feet.
Trees and shrubs are required planed adjacent to street right-of-way. Plant material is to
be provided at 1 tree and 3 shrubs for every 30 linear feet. Existing trees and vegetation
can be used to satisfy landscape requirements. A minimum thirty-six (36) foot street
buffer will be required along Autumn Road.
Screening requirements will need to be met for the vehicular use areas adjacent to street
right-of-ways. 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.
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.
An irrigation system shall be required for developments of one (1) acre or larger.
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.
7. 6100 Block of W 12th Street. Z-4945-A
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements.
Street buffers will be required at six (6) percent of the average depth of the lot. The
minimum dimension shall be one-half (`/z) the full width requirement but in no case less
than nine (9) feet. The maximum dimension required shall be fifty (50) feet.
Trees and shrubs are required planed adjacent to street right-of-way. Plant material is to
be provided at 1 tree and 3 shrubs for every 30 linear feet. Existing trees and vegetation
can be used to satisfy landscape requirements. A minimum eleven (11) foot street buffer
will be required along 12th Street.
Screening requirements will need to be met for the vehicular use areas adjacent to street
right-of-ways. 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.
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.
Trees and shrubs are required to be placed adjacent to the Northmoor Drive street right-
of-way. Plant material is to be provided at the rate of 1 tree and 3 shrubs for every 30
linear feet. Existing trees and vegetation can be used to satisfy landscape requirements.
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.
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.
An irrigation system shall be required for developments of one (1) acre or larger.
For developments of less than one (1) acre a there shall be a water source within seventy-
five (75) feet of the plants to be irrigated.
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.
8. 5817 Bip, Oak Lane Z-5304-A
No Comments
9. 900 W. Daisey L Gaston Bates Boulevard L-5675-E
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements.
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.
10.5220 West 12th (Z-5766-A
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements.
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. An additional ten (10) shrubs will be required
adjacent to the 12th Street right-of-way.
Screening requirements will need to be met for the vehicular use areas adjacent to street
right-of-ways. Provide screening shrubs with an average linear spacing of not less at three
(3) feet within the required landscape area.
Provide perimeter plantings adjacent to the west property line and screening shrubs
adjacent to southeast site exit.
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.
11. 27 Deerberry Forest Circle (Z-5963�
No Comments
12.9414 Colonel Glenn Road (Z-661 qB
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements.
Screening requirements will need to be met for the vehicular use areas adjacent to street
right-of-ways. 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.
An irrigation system shall be required for developments of one (1) acre or larger.
For developments of less than one (1) acre a there shall be a water source within seventy-
five (75) feet of the plants to be irrigated.
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. 14309 Kanis ,Z-7701-D
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements.
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. The minimum
dimension shall be nine (9) feet. 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. The plantings, existing and
purposed, shall be provided within the landscape ordinance of the city, section 15-81. The
adjacent property to the east is zoned R-2, a land use buffer and screening will be
required.
Screening requirements will need to be met for the vehicular use areas adjacent to street
right-of-ways. 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.
Trees and shrubs are required to be placed adjacent to street right-of-way. Plant material
is to be provided at the rate of 1 tree and 3 shrubs for every 30 linear feet. Existing trees
and vegetation can be used to satisfy landscape requirements.
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.
An irrigation system shall be required for developments of one (1) acre or larger.
For developments of less than one (1) acre a there shall be a water source within seventy-
five (75) feet of the plants to be irrigated.
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.
14. West of Bowman Road between Brodie Creek Subdivision and the Pointe at Brodie
Creek Apartments (Z-8503-C)
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements.
The north, south, and east properties are zoned R-2. 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 along these perimeters of the site.
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 every twelve (12) parking
spaces.
An automatic irrigation system to water landscaped areas shall be required for
developments of one (1) acre or larger.
The development of two (2) acres or more requires the landscape plan to be stamped with
the seal of a Registered Landscape Architect.
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. Chenal Blvd at Kanis Road Z-8866-A
No Comments
16. 8500 Block of Stagecoach Road and 12800 Block of Baseline (Z-9074-A
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements.
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. The minimum
dimension shall be nine (9) feet. 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. The plantings, existing and
purposed, shall be provided within the landscape ordinance of the city, section 15-81. The
adjacent properties to the west are zoned R-2 or MF6, a land use buffer and screening
will be required.
Street buffers will be required at six (6) percent of the average depth of the lot.
Screening requirements will need to be met for the vehicular use areas adjacent to street
right-of-ways. 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.
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.
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.
Trees shall be included in the interior landscape areas at the rate of one (1) tree for every
twelve (12) parking spaces.
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.
An automatic irrigation system to water landscaped areas shall be required for
developments of one (1) acre or larger.
The development of two (2) acres or more requires the landscape plan to be stamped with
the seal of a Registered Landscape Architect.
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.
17. Northeast Corner of Taylor Loop Road and Bella Rosa Drive Z-9075
No Comments
18. 1421 South Cumberland Street Units A and B (Z-9075)
No Comments
19. 1020 Daisy L. Gaston gates Z-9077
No Comments
20. 7400 Block of Lindsey Road {Z-9078
Site plan must comply with the City's minimal landscape and buffer ordinance
requirements.
Street buffers will be required at six (6) percent of the average depth of the lot. The
approximate depth of the lot is four hundred (400) feet. A minimum twenty four (24) foot
street buffer will be required.
Screening requirements will need to be met for the vehicular use areas adjacent to street
right-of-ways. 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.
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.
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.
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.
An automatic irrigation system to water landscaped areas shall be required for
developments of one (1) acre or larger.
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.
To: Donna James Subdivision Administrator
From: Captain Tony Rhodes / Captain John Hogue: Fire Marshal
Comment for the following Locations:
S-9075
Maintain Access:
Fire Hydrants.
Date: September 10, 2015
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.
Low
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.
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). Number and Distribution of Fire Hydrants as per
Table C105.1.
Z-8503-C Denied until approved entry and exit ways are submitted
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.
Loadin
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.
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.
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.
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.
Multi-Familv 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 Capt. John Hogue 501-918-3754). Number and
Distribution of Fire Hydrants as per Table C105.1.
S-980-E
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.
LoadinE
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.
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). Number and Distribution of Fire Hydrants as per
Table C105.1.
Z-9078
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.
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.
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.
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 Capt. John Hogue 501-918-3754). Number and
Distribution of Fire Hydrants as per Table C105.1.
Z-9077
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.
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). Number and Distribution of Fire Hydrants as per
Table C105.1.
Z-9076
No Comments
Z-8866-A
No Comments
Z-5766-A
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.
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.
Fire Hvdrants
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). Number and Distribution of Fire Hydrants as per
Table C105.1.
Z-9074
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.
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.
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 Fi drants
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). Number and Distribution of Fire Hydrants as per
Table C105.1.
S-1456-A
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.
Laadin
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.
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.
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.
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
Marshals Office (Capt. Tony Rhodes 501-918-3757). Number and Distribution of Fire Hydrants as per
Table C105.1.
Z-6610-B
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.
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.
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). Number and Distribution of Fire Hydrants as per
Table C105.1.
Z-5675-F
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.
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 Capt. John Hogue 501-918-3754). Number and
Distribution of Fire Hydrants as per Table C105.1.
Z-7701-D
No Comments
S-1757
No Comments
Z-5963-F
No Comments
Z-4633-B
No Comments
Z-5304-A
No Comments
Z-8207-A
No Comments
Z-4945-A
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.
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.
Fire Hvdrants
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 Capt. John Hogue 501-918-3754). Number and
Distribution of Fire Hydrants as per Table C105.1.
Z-4765-D
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.
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.
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.
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 Capt. John Hogue 501-918-3754). Number and
Distribution of Fire Hydrants as per Table C105.1.
5-1758
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.
Low
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.
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.
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.
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.
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 Capt. John Hogue 501-918-3754). Number and
Distribution of Fire Hydrants as per Table C105.1.
5-1758
Regards, Captain Rhodes and Captain Hogue
Office: 918-3710
PLANNING COMMISSION REVIEW
CENTRAL ARKANSAS WATER
16 September 2015
NAME TYPE ISSUE COMMENTS
BELLA ROSA SUBDIVISION Z-9075 All Central Arkansas Water requirements in
SHORT -FORM PD-R effect at the time of request for water service
must be met.
Please submit plans for water facilities to
Central Arkansas Water for review. Plan
revisions may be required after additional
review. Contact Central Arkansas Water
regarding procedures for installation of water
facilities. Approval of plans by Central
Arkansas Water, the Arkansas Department
of Health Engineering Division and Little
Rock Fire Department is required.
This development will have minor impact on
the existing water distribution system.
Proposed water facilities will be sized to
provide adequate pressure and fire
protection.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Additional fire hydrant(s) will be required.
Contact the Little Rock Fire Department to
obtain information regarding the required
placement of the hydrant(s) and contact
Central Arkansas Water regarding
procedures for installation of the hydrant(s).
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges.
NAME TYPE ISSUE COMMENTS
THE POINTE AT BRODIE CREEK Z-8503-C All Central Arkansas Water requirements in
LONG- FORM PD-R effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges. This
fee will apply to all connections including
metered connections off the private fire
system.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Contact Central Arkansas Water regarding
the size and location of the water meter.
Due to the nature of this. facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
The facilities on -site will be private. When
meters are planned off private lines, private
NAME TYPE ISSUE COMMENTS
facilities shall be installed to Central
Arkansas Water's material and construction
specifications and installation will be
inspected by an engineer, licensed to
practice in the State of Arkansas. Execution
of Customer Owned Line Agreement is
required.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
This development will have minor impact on
the existing water distribution system.
Proposed water facilities will be sized to
provide adequate pressure and fire
protection.
3
NAME
TYPE ISSUE COMMENTS
MURPHY EXPRESS S-980-E
SUBDIVISION SITE PLAN
REVIEW
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges. This
fee will apply to all connections including
metered connections off the private fire
system.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Contact Central Arkansas Water regarding
the size and location of the water meter.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
4
NAME TYPE ISSUE COMMENTS
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
5
NAME _ TYPE ISSUE COMMENTS
CENTRAL ARKANSAS URGENT Z-9078 All Central Arkansas Water requirements in
CARE SHORT -FORM PD-I effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges. This
fee will apply to all connections including
metered connections off the private fire
system.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Contact Central Arkansas Water regarding
the size and location of the water meter.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
The facilities on -site will be private. When
meters are planned off private lines, private
2
T NAME TYPE ISSUE COMMENTS
facilities shall be installed to Central
Arkansas Water's material and construction
specifications and installation will be
inspected by an engineer, licensed to
practice in the State of Arkansas. Execution
of Customer Owned Line Agreement is
required.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
LITTLE ROCK COMMUNITY Z-9077 All Central Arkansas Water requirements in
MENTAL HEALTH CENTER effect at the time of request for water service
SHORT FORM PD-O must be met.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
STEWART-ANTUNES AUSTIN Z-9076 All Central Arkansas Water requirements in
ADDITION SHORT -FORM PD-R effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
NAME TYPE ISSUE COMMENTS
CHENAL CURVE SHORT -FORM Z-8866-A All Central Arkansas Water requirements in
PCD effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges. This
fee will apply to all connections including
metered connections off the private fire
system.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
NAME TYPE ISSUE COMMENTS
required.
NAME _ A ^ TYPE ISSUE COMMENTS
HORTON'S ORTHOTICS AND
PROSTHETICS SHORT -FORM
POD
Z-5766-A
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges. This
fee will apply to all connections including
metered connections off the private fire
system.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
10
NAME TYPE ISSUE COMMENTS
required.
11
NAME
BASELINE AND STAGECOACH
COMMERCIAL DEVELOPMENT
LONG -FORM PCD
TYPE ISSUE COMMENTS
Z-9074 All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges. This
fee will apply to all connections including
metered connections off the private fire
system.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Contact Central Arkansas Water regarding
the size and location of the water meter.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
12
NAME TYPE ISSUE COMMENTS
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
13
NAME
TYPE ISSUE
LITTLE ROCK STORAGE S-1456-A
CENTER REVISED SUBDIVISION
SITE PLAN REVIEW
COMMENTS
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Contact Central Arkansas Water regarding
the size and location of the water meter.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
The facilities on -site will be private. When
meters are planned off private lines, private
facilities shall be installed to Central
Arkansas Water's material and construction
specifications and installation will be
inspected by an engineer, licensed to
practice in the State of Arkansas. Execution
of Customer Owned Line Agreement is
required.
14
NAME TYPE ISSUE COMMENTS
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
15
NAME TYPE ISSUE COMMENTS
FITNESS FOR LIFE REVISED Z-6610-13 All Central Arkansas Water requirements in
SHORT FORM PD-O effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges. This
fee will apply to all connections including
metered connections off the private fire
system.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Contact Central Arkansas Water regarding
the size and location of the water meter.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
16
NAME TYPE ISSUE COMMENTS
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
17
NAME _ TYPE ISSUE COMMENTS
PHILANDER SMITH COLLEGE
SHORT -FORM POD
Z-5675-E
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Contact Central Arkansas Water regarding
the size and location of the water meter.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
18
NAME TYPE ISSUE COMMENTS
CHENAL PET PALACE REVISED Z-7701-D All Central Arkansas Water requirements in
SHORT -FORM PD-C effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges. This
fee will apply to all connections including
metered connections off the private fire
system.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
19
NAME
TYPE ISSUE
MORRISON S-1757
SUBDIVISIONPRELIMINARY/FINA
L PLAT
COMMENTS
required.
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
Please submit plans for water facilities to
Central Arkansas Water for review. Plan
revisions may be required after additional
review. Contact Central Arkansas Water
regarding procedures for installation of water
facilities. Approval of plans by Central
Arkansas Water, the Arkansas Department
of Health Engineering Division and Little
Rock Fire Department is required.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges.
BRODIE CREEK LOT 21 Z-5963-F All Central Arkansas Water requirements in
REVISED SHORT -FORM PD-R effect at the time of request for water service
must be met.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
HUNTERS COVE LOT 7R Z-4633-B All Central Arkansas Water requirements in
REVISED SHORT -FORM PD-R effect at the time of request for water service
must be met.
NUAGE RESIDENTAL Z-5304-A All Central Arkansas Water requirements in
CONTRACTORS SHORT -FORM effect at the time of request for water service
PD-R must be met.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges.
1605 BLAIR STREET SHORT- Z-8207-A All Central Arkansas Water requirements in
FORM PD-R effect at the time of request for water service
must be met.
20
NAME
FAMILY DOLLAR 12TH STREET
SHORT -FORM PD-C
TYPE ISSUE COMMENTS
Z-4945-A All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges. This
fee will apply to all connections including
metered connections off the private fire
system.
Contact Central Arkansas Water regarding
the size and location of the water meter.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required
21
NAME
TYPE ISSUE COMMENTS
AUTUMN ROAD SELF STORAGE Z-4765-D
LONG -FORM PD-C
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
A water main extension will be needed to
provide water service to this property.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public and/or private fire hydrant(s)
will be required. If additional fire hydrant(s)
are required, they will be installed at the
Developer's expense.
Please submit plans for water facilities
and/or fire protection system to Central
Arkansas Water for review. Plan revisions
may be required after additional review.
Contact Central Arkansas Water regarding
procedures for installation of water facilities
and/or fire service. Approval of plans by the
Arkansas Department of Health Engineering
Division and Little Rock Fire Department is
required.
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges. This
fee will apply to all connections including
metered connections off the private fire
system.
Contact Central Arkansas Water regarding
the size and location of the water meter.
Due to the nature of this facility, installation
of an approved reduced pressure zone
backflow preventer assembly (RPZ) is
required on the domestic water service. This
assembly must be installed prior to the first
point of use. Central Arkansas Water (CAW)
requires that upon installation of the RPZA,
successful tests of the assembly must be
completed by a Certified Assembly Tester
licensed by the State of Arkansas and
approved by CAW. The test results must be
sent to CAW's Cross Connection Section
within ten days of installation and annually
thereafter. Contact the Cross Connection
Section at 377-1226 if you would like to
discuss backflow prevention requirements
for this project.
The facilities on -site will be private. When
meters are planned off private lines, private
facilities shall be installed to Central
Arkansas Water's material and construction
22
NAME
TYPE ISSUE COMMENTS
specifications and installation will be
inspected by an engineer, licensed to
practice in the State of Arkansas. Execution
of Customer Owned Line Agreement is
required.
Fire sprinkler systems which do not contain
additives such as antifreeze shall be isolated
with a double detector check valve
assembly. If additives are used, a reduced
pressure zone backflow preventer shall be
required.
THE TRAILS SUBDIVISION S-1758 All Central Arkansas Water requirements in
PRELIMINARY PLAT effect at the time of request for water service
must be met.
A water main extension will be needed to
provide water service to this property.
Please submit plans for water facilities to
Central Arkansas Water for review. Plan
revisions may be required after additional
review. Contact Central Arkansas Water
regarding procedures for installation of water
facilities. Approval of plans by Central
Arkansas Water, the Arkansas Department
of Health Engineering Division and Little
Rock Fire Department is required.
This development will have minor impact on
the existing water distribution system.
Proposed water facilities will be sized to
provide adequate pressure and fire
protection.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Additional fire hydrant(s) will be required.
Contact the Little Rock Fire Department to
obtain information regarding the required
placement of the hydrant(s) and contact
Central Arkansas Water regarding
procedures for installation of the hydrant(s).
A Capital Investment Charge based on the
size of meter connection(s) will apply to this
project in addition to normal charges.
23
To: Dana Carney, Zoning & Subdivision Manager Date: 9-11-15
Donna James, Zoning
Monte Moore, Subdivision
From: Curtis Richey / Mark Alderfer: Building Codes
Building Code Comment:
Z-9075 NE Corner of Taylor Loop and Bella Rosa Drive
No Comment
Z-8503-C West of Bowman between Brodie Creek and Point @u Brodie Creek
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichey@ little rock .org or
Mark Alderfer at 501.371.4875; malderfer@littlerock.org.
S-980-E 12600 Chenal Parkway
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichey@littlerock.orp, or
Mark Alderfer at 501.371.4875; malderfer littlerock.or.
Z-9078 7400 Block of Lindsey Road
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichey@littlerock.org or
Mark Alderfer at 501.371.4875; rnalderfer@littlerock.org.
Z-9077 1020 Daisy L. Gatson Bates
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Project may require separation of building occupancies and/or ambulatory care requirements to be met.
Curtis Richey at 501.371.4724; crichey@littlerack.or or
Mark Alderfer at 501.371.4875; malderfer@ little rock.org.
Z-9076 1421 South Cumberland Street Lots A & B
No Comment
Z-8866-A Chenal Blvd Kanis Road
No Comment
Z-5766-A 5220 W. 12th Street
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichey@littlerock,oror
Mark Alderfer at 501,371.4875; malderfer@littlerock.or .
Z-9074 8500 Block of Stagecoach and 12800 Block of Baseline
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichey@littlerock.org or
Mark Alderfer at 501.371.4875; malderfer@littlerock�.
S-1456-A 11409 Baseline
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichev@littlerock.orp, or
Mark Alderfer at 501.371.4875; malderfer littlerock.or .
Z-6610-B 9414 Colonel Glenn
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichey@littlerock.org or
Mark Alderfer at 501.371.4875; malderfer littlerock.or .
Z-5675-E 900 W. Daisey L. Gatson Bates Blvd.
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichey@littlerock.org or
Mark Alderfer at 501.371.4875; malderfer littlerock.or .
Z-7701-D 14309 Kanis
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; criche littlerock.or or
Mark Alderfer at 501.371.4875; malderfer@?Iittlerock.org.
S-1757 11623111625 Sardis Road
No Comment
Z-5963-F 27 Deerberry Forest Circle
No Comment
Z-4633-B 12716 hunters Field Road
No Comment
Z-5304-A 5817 Big Oak Lane
No Comment
Z-8207A 1605 Blair Street
No Comment
Z-4945-A 6100 Block of West 12th Street
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichey@littlerock.org or
Mark Alderfer at 501.371.4875; malderfer@iittlerock.org.
Z-4765-D Autumn Road North of Barnes and Noble
Project is subject to full commercial plan review and approval prior to issuance of a building permit. For
information on submittal requirements and the review process, contact a commercial plans examiner:
Curtis Richey at 501.371.4724; crichev@iittlerock.org or
Mark Alderfer at 501.371.4875; malderfer@littlerock.org.
S-1758 Southside of kanis between Chenal Downs and Walnut Grove Road
No Comment
Regards, Curtis Richey
Commercial Plans Examiner
Public Works Review Comments
Planning Commission Board of Adjustment
Agenda Date: 10-8-15
Z File Number 5-1456-A
Little Rock Storage Center Rev Subdivision Plan 11409 Baseline Rd
1 Baseline Rd 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 Storm water detention ordinance applies to this property. Show the proposed location for stormwater
detention facilities on the plan.
3 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.
4 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e).
Z File Number 5-1757
Morrison Subdivision Pre Plat
11623 & 11625 Sardis Road
1 Sardis Road is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way
45 feet from centerline will be required.
Z File Number 5-1758
The Trails Subdivision Pre Plat
Southside of Kanis Rd east of Walnut Grove Rd
1 Kanis Road is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way
45 feet from centerline will be required.
2 With site development, provide design of street conforming to the Master Street Plan. Construct
one-half street improvement to Kanis Road with planned development. Kanis Road should be
improved with pavement provided to 11 ft from centerline and a 4 ft gravel shoulder. At the
proposed
street intersections at least 36 ft of asphalt should be provided with striping for a left turn lane.
Paving should be provided for lane shifts and striping to meet AASHTO standards may extend
3 Storm water detention ordinance applies to this property.
4 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
Monday, September 14, 2015 Page I of I 1
provided
is
the
5 Kanis Road is on the Master Bike Plan. If bike lanes are desired per the Master Bike Plan and
MUTCD standards, the bike lanes should be 6 ft wide measured from the back of curb and
on both sides of the proposed street. The bike lanes should continue on Kanis Road east and west
of the proposed intersections to the side property lines. The paved lane should be 5 ft wide with
6 Provide the typical street cross section for each street.
7 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 that shows proposed street and lot
grades.
8 Local streets centerline grade cannot exceed 15% without approval of a variance to the Master Street
Plan. Local streets centerline grade cannot exceed 5% at the first 30 ft of an intersection.
9 Flooplain is shown on the subject property. Contact Pulaski County Road and Bridge for floodplain
regulations and conditions.
10 Alteration of the water course will require approval from the Little Rock District of the US Army
Corps of Engineers prior to start of work.
1 1 Street Improvement plans shall include signage and striping. Public Works must approve completed
plans prior to construction.
12 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be
dedicated to the public. In addition, a 25 foot wide drainage and access easement is required
adjacent to the floodway boundary.
13 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic
Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact
Traffic Engr 379-1813 (Greg Simmons) for more info.
14 Per the Master Street Plan, parking is restricted to one side of the street on a 24 ft wide street. Show
on the plan now and on the final plat and bill of assurance, the area along the street where parking
not allowed.
15 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to
issuance of a certificate of occupancy.
16 A minimum undisturbed strip 25 ft wide except for reasonable access shall be provided along each
side of streams having a 10 yr storm >150 cfs. The undisturbed strip should be measured from
top of the bank.
17 The minimum finish floor elevation as required by Pulaski County is required to be shown on plat
and grading plans for lots in or adjacent to the floodplain.
18 Plans of all work in right-of-way shall be submitted for approval prior to start of work.
19 Provide a letter prepared by a registered engineer certifying the sight distance at the Kanis Road
intersection(s) comply with 2004 AASHTO Green Book standards.
20 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
21 The proposed traffic circle should be constructed per AASHTO and FHWA standards with bike lanes
and splitter islands. Contact Nat Banihatti in Traffic Engineering at 501-379-1818 for additional
information.
Monday, September 14, 2015 Page 2 of I I
Herbner,
of
22 Traffic calming devices are required for long straight streets to discourage speeding. Traffic circles or
round-abouts are suggested at regular intervals and at main intersections. Contact Travis
Traffic Engr. At 379-1805 for additional info.
23 The accel and decel lanes on Kanis Road should not be constructed.
24 Walnut Grove 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. Per the Master Street Plan at the intersection
arterial/arterial intersections, an additional 10 ft of right-of-way should be dedicated for a right
25 Per the Master Street Plan at arterial/arterial intersections, a 100 feet radial dedication of right-of-way
is required at the intersection of Walnut Grove Rd and Kanis Rd.
26 Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little
Rock Code and the Master Street Plan.
27 The minimum stopping sight distance of 155 ft or latest AASHTO policy on Geometric Design
Manual and 150 ft minimum horizontal radius at centerline must be provided.
Z File Number 5-980-E
Murphy Express Subdivision Site Plan 12600 Chenal Parkway
1 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
2 Storm water detention ordinance applies to this property. If existing detention is provided on site it
must be maintained. If additional impervious area is being proposed, additional detention should be
provided.
3 Right-of-way should be dedicated to the back of the sidewalk on Chenal Parkway.
4 Additional right-of-way should be dedicated on Markham St. to 10 ft behind the existing back of
sidewalk for future construction of dual left turn lanes for a distance of 250 ft.
5 The striping and lane markings at the shared access easement driveways should be reapplied with
thermoplastic.
Z File Number Z-4633-B
Hunters Cove Lot 7R PD-R 12716 Hunters Field Road
0 No comments
Z File Number Z-4765-D
Autumn Road Self Storage PD-C East side of Autumn Road
1 Autumn Rd is classified on the Master Street Plan as a collector street. A dedication of right-of-way
30 feet from centerline will be required.
2 With site development, provide design of street conforming to the Master Street Plan. Construct
one-half street improvement to Autumn Rd including 5-foot sidewalks with planned development.
The new back of curb should be located 36 ft from the existing back of curb on the west.
3 Street Improvement plans shall include signage and striping. Center turn lane striping should be
provided on Autumn Rd. Public Works must approve completed plans prior to construction.
Monday, September 14, 2015 Page 3 of 11
4 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. If the project is
proposed to be phased, will an advanced grading variance be requested for future phases with
construction of Phase 1?
5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e).
6 Storm water detention ordinance applies to this property.
7 Downstream of the subject property has experienced flooding in the past. CLR has made
improvements downstream. Per Sec. 29-102 an evaluation should be conducted on the basis of
existing downstream development and any analysis of stormwater runoff with and without the
proposed development. If the proposed development will cause or increase downstream flooding
conditions, additional stormwater detention or other steps must be provided.
8 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
9 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic
Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic
Engr 379-1813 (Greg Simmons) for more info.
10 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections
30-43 and 31-210. The proposed driveway location is less than 300 ft from other driveways and 150
ft from the side property line. A variance must be requested for the driveway location.
11 Provide a letter prepared by a registered engineer certifying the sight distance at the intersection(s)
comply with 2004 AASHTO Green Book standards.
12 Per Section 29-189(d), groups of trees and individual trees that are not to be removed or are located
within required undisturbed buffer areas shall be protected during construction by protective fencing
and shall not be used for material storage or for a
13 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to issuance
of a certificate of occupancy.
14 Retaining walls designed to exceed 15 ft in height are required to seek a variance for construction.
Provide proposed wall elevations.
17 Prior to construction of retaining walls, a engineer's certification of design and plans must be
submitted to Public Works for approval. After construction, an as -built certification is required for
construction of the retaining wall.
Z File Number Z-4945-A
Family Dollar 12th St PD-C 6100 Blk of W. 12th St.
1 W. 12th St is classified on the Master Street Plan as a minor arterial with special design standards.
A dedication of right-of-way 35 feet from centerline will be required or sufficient width for required
street improvements.
2 Due to the proposed use of the property, the Master Street Plan specifies that Northmoor Drive for the
frontage of this property must meet commercial street standards. Dedicate right-of-way to 30 feet
from centerline.
3 Sidewalks with appropriate handicap ramps are required to be installed adjacent to Northmoor Drive
in accordance with Sec. 31-175 of the Little Rock Code and the Master Street Plan.
Monday, September 14, 2015 Page 4 of 11
4 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.
5 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e).
6 The proposed development creates a direct cut thru for vehicles between Northmoor Drve to W. 12th
St.
7 Provide a letter prepared by a registered engineer certifying the sight distance at the intersection(s)
comply with 2004 AASHTO Green Book standards.
8 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to issuance
of a certificate of occupancy.
9 Driveway locations do not meet the traffic access and circulation requirements of Sections 30-43 and
31-210. The development on the northside of W. 12th St. is required to construct a left turn lane on
W. 12th St. for EB movements at the existing driveway. The proposed driveway location creates left
turn conflicts. The driveway should be combined with the existing driveway on the west aligned
with Arthur St. Widening of W. 12th St will be required to provide an 1 lft WB left turn lane along
with access ramps for pedestrian crossings.
10 What is the hatch area on the site plan?
1 1 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
12 Storm water detention ordinance applies to this property. Show the proposed location for stormwater
detention facilities on the plan.
13 Prior to construction of retaining walls, a engineer's certification of design and plans must be
submitted to Public Works for approval. After construction, an as -built certification is required for
construction of the retaining wall.
Z File Number Z-5304-A
Nuage Residential Contractors PD-R
0 No comments
Z File Number Z-5675-E
Philander Smith College POD
5817 Big Oak Lane
900 W. Daisy L. Gaston Bates Blvd,
1 At time of building permit, repair or replace any curb and gutter or sidewalk that is damaged in the
public right-of-way prior to occupancy. in addition, old curb cuts maybe requested to be closed and
access ramps installed at intersections.
Z File Number Z-5766-A
Horton's Orthotics and Prothetics POD 5220 W 12th St.
1 W. 12th St. is classified on the Master Street Plan as a minor arterial with special design standards.
A dedication of right-of-way 35 feet from centerline will be required.
2 A 20 feet radial dedication of right-of-way is required at the intersection of W. 12th St and Harrison
St.
Monday, September 14, 2015 Page 5 of 11
3 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
4 On site striping and signage plans should be forwarded to Public Works, Traffic Engineering for
approval with the site development package.
5 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to issuance
of a certificate of occupancy.
Z File Number Z-5963-F
Brodie Creek Lot 21 Rev PD-R 27 Deerberry Forest Circle
0 No comments
Z File Number Z-6610-B
Fitness for Life PD-O 9414 Col. Glenn Rd
street
1 Colonel Glenn Rd 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 With site development, provide design of street conforming to the Master Street Plan. Construct
one-half street improvement to these streets including 5-foot sidewalks with planned development.
The new back of curb should be located 29.5 ft from centerline. AHTD denied the proposed
improvements. A payment should be made in -lieu of construction for the widening of Col. Glenn
Rd for the local contribution to a future AHTD widening project. If the in -lieu payment is not used
in 10 years, the applicant can request the payment be returned with interest.
3 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI.
4 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.
5 Provide a letter prepared by a registered engineer certifying the sight distance at the intersection(s)
comply with 2004 AASHTO Green Book standards.
6 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
7 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic
Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact
Traffic Engr 379-1813 (Greg Simmons) for more info.
Z File Number Z-7701-D
Chenal Pet Palace Rev PD-C
14309 Kanis Rd
1 Kanis Road is classified on the Master Street Plan as a minor arterial. A dedication of right-of-way
45 feet from centerline will be required.
2 With site development, provide design of street conforming to the Master Street Plan. Construct
one-half street improvement to Kanis Rd including 5-foot sidewalks with planned development. The
new back of curb should be placed 29.5 ft from centerline. With the proposed development, the
property maybe eligible to declare a financial hardship for one-half street improvements cost for Kanis
Monday, September 14, 2015 Page 6 of 11
3 Due to the proposed use of the property, the Master Street Plan specifies that the undeveloped street
on the south for the frontage of this property must meet commercial street standards. Dedicate
right- of -way to 30 feet from centerline.
4 A 30 feet radial dedication of right-of-way is required at the intersection of Kanis Road and the
undeveloped right-of-way on the south. This condition was previously required as a condition of
approval of Planning Commission action.
5 Driveway locations and widths do not meet the traffic access and circulation requirements of Sections
30-43 and 31-210. Driveway spacing on arterial streets is 150 ft from the side property line and
300 ft between driveways. A variance must be requested for the proposed driveway. The 2
driveways on Kanis Rd between the proposed parking area driveway and the future Panther Branch
Drive should be removed with the construction of the west parking area.
6 An east driveway can be connected into the future street constructed within the south undeveloped
right-of-way that intersects Kanis Road or Panther Branch Drive at an intersection designed to meet
ASSHTO standards. The future east driveway from the property should intersect the future street no
closer than 250 ft from the Kanis Rd or Panther Branch Drive right-of-way.
7 Provide a letter prepared by a registered engineer certifying the sight distance at the intersection(s)
comply with 2004 AASHTO Green Book standards.
Z File Number Z-8207-A
1605 Blair Street PD-R 1605 Blair St.
1 The proposed driveway should be constructed to City of Little Rock Standard Detail PW-30.
Contact City staff for inspection of driveway.
2 No parking of vehicles is allowed in the portion of the driveway located within the right-of-way.
Z File Number Z-8503-C
Pointe at Brodie Creek PD-R West of Bowman Road
l 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. Is a variance
requested to advance grade future phases of construction with construction of Phase I?
2 Storm water detention ordinance applies to this property. Show the proposed location for stormwater
detention facilities on the plan.
3 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
4 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to
construction.
5 The minimum Finish Floor elevation of at least 1 ft above the base flood elevation of Building 6 and
7 should be shown on grading plans.
6 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be
dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent
to the floodway boundary.
7 Alteration of the water course will require approval from the Little Rock District of the US Army
Corps of Engineers prior to start of work.
Monday, September 14, 2015 Page 7 of 11
8 Prior to construction of retaining walls, a engineer's certification of design and plans must be
submitted to Public Works for approval. After construction, an as -built certification is required for
construction of the retaining wall.
9 The owner and/or manager of each multi -family residence of 100 or more dwelling units shall provide
recycling and encourage participation by the tenants, renters, or owners of each unit. Contact
Melinda Glasgow at 371-4646 for more information. Show the trash and recycling locations on plan.
10 Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e).
11 Bowman Road is classified on the Master Street Plan as a minor arterial. A dedication of right-of-
way 45 feet from centerline will be required.
12 Submit a Traffic Impact Study for the proposed project. Study should address trip generation and trip
distribution for the development and also should take into account existing and projected traffic
growth.
13 if the north driveway will be used for more than secondary emergency access, provide a letter
prepared by a registered engineer certifying the sight distance at the intersection(s) comply with 2004
AASHTO Green Book standards.
14 What is the proposed use of the 27 ft exit only driveway. If the driveway will be used other than
secondary emergency access, the driveway should be paved with asphalt, curb and gutter.
Z File Number Z-8866-A
Chenal Curve PCD - signs
Chenal Pkwy at Kanis Rd
1 In accordance with Section 32-8, no obstruction to visibility shall be located within a triangular area
50 ft back from the intersecting right-of-way line (or intersecting tangent lines for radial dedications) at
the intersection of Kirk Road with the private street on the north.
Z File Number Z-9074
Baseline & Stagecoach Commercial Dev PCD NWC Stagecoach Rd & Baseline Rd
1 Stagecoach Rd 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 Baseline Rd is classified on the Master Street Plan as a principal arterial. Dedication of right-of-way
to 55 feet from centerline will be required.
3 With site development, provide design of street conforming to the Master Street Plan. Construct
one-half street improvement to these streets including 5-foot sidewalks with planned development.
The new back of curb on Baseline Road should be located 29.5 ft from the centerline or as shown to
be needed by the traffic study. Provide sufficient amount of paving for tapers and striping for a left
turn lane on Baseline Rd.
4 All driveways and private streets shall be constructed with concrete aprons per City Ordinance.
5 Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to
occupancy.
6 Obtain permits for improvements within State Highway right-of-way from AHTD, District VI.
7 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. Is an advanced
grading permit being requested to advance grade future lots with construction on Lot 1?
Monday, September 14, 2015 Page 8 of 11
8 Storm water detention ordinance applies to this property.
9 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
10 A special Grading Permit for Flood Hazard Areas will be required per Sec. 8-283 prior to
construction.
11 The minimum Finish Floor elevation of at least 1 ft above the base flood elevation is required to be
shown on the plat and grading plans for lots 2 and 3.
12 In accordance with Section 31-176, floodway areas must be shown as floodway easements or be
dedicated to the public. In addition, a 25 foot wide drainage and access easement is required adjacent
to the floodway boundary.
13 Street Improvement plans shall include signage and striping. Public Works must approve completed
plans prior to construction.
14 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic
Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic
Engr 379-1813 (Greg Simmons) for more info.
15 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. Driveways on arterial streets are
required to be located at least 300 ft from other driveways or intersections and 150 ft from the side
property line. Driveway spacing variances must be requested for the 3 proposed driveways.
16 Submit a Traffic Impact Study for the proposed project. Study should address trip generation and trip
distribution for the development and also should take into account existing and projected traffic
growth.
17 Provide a letter prepared by a registered engineer certifying the sight distance at the intersection(s)
comply with 2004 AASHTO Green Book standards.
18 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to issuance
of a certificate of occupancy.
19 The private street on the westside of Stagecoach Rd should align better with the Walgreen's
20 Since an additional access is proposed to be provided to the Valero Convenience Store from the
subject property, the Valero's driveway on Baseline Rd should be closed do to it being less than 300
ft from the Stagecoach/Baseline Rd intersection on not in compliance with City code.
21 In accordance with Section 32-8, no obstruction to visibility shall be located within a triangular area
50' back from the intersecting right-of-way line (or intersecting tangent lines for radial dedications) at
the proposed intersections.
Z File Number Z-9075
Bella Rosa Place Subdivision PD-R NEC Taylor Loop Rd & Bella Rosa Dr
1 A 20 feet radial dedication of right-of-way is required at the intersection of Taylor Loop Road and
Bella Rosa Drive.
2 A 20 ft radial right-of-way should be provided at all proposed intersections.
Monday, September 14, 2015 Page 9 of 11
With site development, provide design of street conforming to the Master Street Plan. Construct
one-half street improvement to Taylor Loop Road with planned development. An access ramp is
requested to be provided on the southside of Taylor Loop Rd at the intersection of Bella Rosa Drive
for a pedestrian crossing. The new back of curb should be located 18 ft from centerline. A City
project is planned to widen Taylor Loop Rd which is expected to bid in April, 2016. If a grading
permit is requested prior to bidding of the city project, the applicant should pay an in -lieu fee for the
required street improvements.
4 With site development, provide design of street conforming to the Master Street Plan. Construct
one-half street improvement to Bella Rosa Drive including 5-foot sidewalks with planned
development. The new back of curb should be placed 13 ft from centerline.
5 Sidewalks with appropriate handicap ramps are required in accordance with Sec. 31-175 of the Little
Rock Code and the Master Street Plan to be provided within the subdivision.
6 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. Is an advanced
grading permit desired to advance grade the lots with construction of the street?
7 Storm water detention ordinance applies to this property. Show the proposed location for stormwater
detention facilities on the plan.
8 If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
9 Street lights are required by Section 31-403 of the LR code. Provide plans for approval to Traffic
Engineering. Street lights must be installed prior to platting/certificate of occupancy. Contact Traffic
Engr 379-1813 (Greg Simmons) for more info.
10 The proposed grading and drainage plan for this subdivision is not approved by Planning
Commission approval.
1 I Provide a letter prepared by a registered engineer certifying the sight distance at the intersection(s)
comply with 2004 AASHTO Green Book standards.
12 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to issuance
of a certificate of occupancy.
13 The minimum allowed building setback is 20 ft from the right-of-way.
14 Storm water detention ordinance applies to this property. Show the proposed location for stormwater
detention facilities on the plan. Detention cannot be provided in the right-of-way.
Z File Number Z-9076
Stewart-Antunes-Austin Addition PD-R 1420 S. Cumberland St
1 A 20 feet radial dedication of right-of-way is required at the intersection of Cumberland St. and E.
15th St.
Z File Number Z-9077
Little Rock Community Mental Health Center PD- 1020 Daisy L. Gaston Bates
1 A 20 feet radial dedication of right-of-way is required at the intersection of Daisy L. Gatton Bates Dr.
and Chester St.
Monday, September 14, 2015 Page 10 of I 1
Z File Number Z-9078
Central Arkansas Urgent Care PD-I 7400 Blk Lindsey Road
I The future driveway apron location on the site plan does not comply with City code. Driveway
spacing on Lindsey Road (Collector Street) is 250 ft between driveways and 125 ft from the side
property line. At the time of future development, access to the vacant parcel will be required to be
shared with the proposed development.
2 Storm water detention ordinance does not apply to this property.
3 If disturbed area is I or more acres, obtain a NPDES storm water permit from the Arkansas
Department of Environmental Quality prior to the start of construction.
4 Damage to public and private property due to hauling operations or operation of construction related
equipment from a nearby construction site shall be repaired by the responsible party prior to issuance
of a certificate of occupancy.
Monday. September 14, 2015 Page 11 of I I
F
Area Zoning
Case: S-1456-A N
Location: 11409 Baseline Road
Ward: 7
PD: 16 0 100200 400 Feet
CT: 41.03
TRS: T1 S R13W4
S-1456-ALR STORAGE CENTER REVISED SITE PLAN REVIEW
11409 BASELINE ROAD
City of Little Rock
Department of Planning and Development Planning
723 West Markham Street Zoning and
Little Rock, Arkansas 72201-1334 Subdivision
Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863
October 16, 2015
Thomas Engineering
3810 Lookout Road
Little Rock, AR 72116
Re: S-1456-A - Little Rock Storage Center Revised Subdivision Site Plan Review,
located at 11409 Baseline Road
Dear Sirs:
This is to advise you that in connection with your request concerning the above referenced
file number the following action was taken by the Planning Commission at its meeting on
October 8, 2015:
X Approved with conditions.
Recommended approval with conditions.
Recommended approval as submitted.
Denied your request as submitted.
Deferred to the Meeting.
Other:
If you have any questions please do not hesitate to contact me at 371-6821.
Respectfully,
Donna James, AICP
Subdivision Administrator
r_
sitpin.doc 03/01 / 10
INFORMATION SHEET FOR
SUBDIVISION PUD's PD's, ZONING
OR SURDIVISIbN SITE PLAN REVIEWS
ITEM NO, DATF,
FILE NO. �C
NAME: Lt7`t tl fLc�uC �rTtr[rf.
LOCATION: _ _ 114O q 6A6� t4 t4,�- 12,)!Ng U (Z- AZ- 7 L?-IQ!)
DEVELOPER: (�LICd-'I_ � �7�ai'.GC-F (F-JiclLS Ir- 1 LA-C- 5TJ&,tx fertLF' )
STREET ADDRESS PD ew x I C)
CITY/STATE/ZIP _ C Q tiq AA T S AX -4 2- 0 e) i
TELEPHONE NO. J 1- Z 5g - S (. 4 V
ENGINEER:
STREET ADDRESS YL.> &O
CITY/STATE/ZIP _ 1J l 2 �Ai -7 Z 11(U
TELEPHONE NO. .50 1- 3 5 - 4-4 (o 3
AREA NUMBER OIL LOTS I
FT. NEW STREET - U-
ZONING I • ?-
PLANNING DISTRICT
VARIANCES REQUESTED
1.) A— C `)GiT F,010(.
2.)
3.)
4.)
PROPOSED USES S� LF_ S T oR.. r=i,-,._
CI'sNSUS TRACT
THOMAS ENGINEERING COMPANY
civil engineers
land surveyors
3810 LOOKOUT RD NORTH LITTLE ROCK, AR 72116 (501) 753-4463 FAX (501) 753-6814
NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS
August 31, 2015
Mrs. Donna James
Subdivision Administrator
City of Little Rock Planning Department
723 West Markham Street
Little Rock, AR 72201
RE: Site Plan Review Submittal
Little Rock Storage Center
Dear Mrs. James:
Included herewith are 18 copies of Site Plan and 3 copies of the survey for the above
referenced project. We are proposing to construct the additional storage buildings in phases.
Phase 1 will include Building I and the future phases will be market driven. The original Site
Plan included a buffer on the south line to protect the residentially zoned property. The
property to the south is now shown on the Land use Map as Mixed Office Commercial and was
zoned to a Planned Commercial Development. In that light, we are requesting that site now
have a 25 foot rear building setback.
We are also requesting a variance for the 25 foot rear setback as shown on the submitted Site
Plan.
We would like to be placed on the October 8, 2015 Planning Commission agenda.
If you have any questions, please give me a call.
Sincerely,
Thomas R. Pownall, P.E.
Engineer
TRP/ab
City of Little Rock
Department of Planning and Development Planning
723 West Markham Street Zoning and
Little Rock, Arkansas 72201-1334 Subdivision
Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863
NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING
COMMISSION ON A REQUEST FOR A USE CHANGE OR DEVELOPMENT OF
LAND
September 8, 2015
Southwest Little Rock United for Progress
Ms. Patricia W. Gee
8409 Dowan Drive
Little Rock, AR 72209
REQUEST: Little Rock Storage Center Revised Subdivision Site Plan Review S-
1456-A , a request to revise a previously approved site plan for a storage center to
allow a reduced buffer along the southern perimeter abutting lands zoned Planned
Commercial Development.
GENERAL LOCATION OR ADDRESS: 11409 Baseline Road
OWNED BY/APPLICANT: Thomas Engineering — Thomas Pownell Agent
NOTICE IS HEREBY GIVEN THAT an application for a Subdivision Site Plan Review of
the above property has been filed with the Department of Planning and Development. A
public hearing will be held by the L.R. Planning Commission in the Little Rock Board of
Directors Chambers, second floor, City Hall, 500 West Markham Street, on October 8,
2015 at 4:00 P.M. This notice is provided in order to assure that neighborhood
associations are aware of issues that may affect their neighborhood. Information
requests should be directed to the Planning staff at 371-4790.
Tony Bozynski
Director of Planning and Development
sitpin.doc
03/01/10
NOTICE OF PUBLIC HEARING BEFORE
THE LITTLE ROCK PLANNING COMMISSION
ON AN APPLICATION FOR SITE PLAN REVIEW
To ALL owners of land lying within 200 feet of the boundary of property at:
Address: 1 1 +00( OAI)G.' t hJ,� L1-1 T r:�- sL•J�7 Z--L 0�
General Location: _ G 0y G-AS-T 0(-- �;L1 "C, mil- 1_ - 4}3 o —
Owned by: —) }l" J �b i D(l,A &i�, 66 rI'[ C,rZ 1 ff 1 L LL - --
Zoning: T ` ,-
Proposed Use: _ 5 r I-F - S YL�AL-
NOTICE IS HEREBY GIVEN THAT an application for Site Plan Review has been filed with the
Department of Planning and Development. A public hearing on said application will be held by the
Little Rock Planning Commission in the Board of Directors Chamber, Second Floor, City Hall, on
t} CiD at cx--1 p, m.
ALL PARTIES IN INTEREST MAY APPEAR and be heard at said lime and place, or may notify the
Planning Commission of their views on this matter by letter. All persons interested in this request are
invited to call or visit the Department of Planning and Development, 723 West Markham, 371-4790, and
to review the application and discuss same with the Planning staff.
AFFIDAVIT
I hereby certify that I have notified all the property owners of record within 200 feel of the above
property that subject property is being considered for Site Plan Review and that a Public I tearing will be
held by the Little Rock Planning Commission at the time and place described above.
Applicant (owner or authorized agent)
(Name)
(Date)
P _JLASKT
COUNTY TITLE
12921 CANTRELL ROAD STE 401
LITTLE ROCK, ARKANSAS 72223
501-537-3700 FAX 501-537-3701
18 SEPTEMBER, 2015
RE: PART OF THE NW 1/4 NE 114, SECTION 4, TOWNSHIP 1 SOUTH, RANGE 13 WEST, PULASKI COUNTY,
ARKANSAS, MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE NORTHEAST CORNER OF SECTION 4;
THENCE NORTH 89 DEGREES 09 MINUTES WEST, 1549.55 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 01
DEGREE 04 MINUTES EAST 742.78 FEET; THENCE NORTH 88 DEGREES 52 MINUTES WEST 406.65 FEET; THENCE
NORTH 00 DEGREES 33 MINUTES 15 SECONDS EAST 740.37 FEET TO A POINT ON THE CENTER -LINE OF BASELINE
ROAD; THENCE SOUTH 89 DEGREES 09 MINUTES EAST ALONG BASELINE ROAD 385.65 FEET TO THE POINT OF
BEGINNING, NOW IN THE CITY OF LITTLE ROCK. LESS AND EXCEPT THAT PART OF SUBJECT PROPERTY
RECORDED IN QUITCLAIM DEED 96-84447 AND 96-84448, RECORDS OF PULASKI COUNTY, ARKANSAS.
THE FOLLOWING IS A LIST OF THE APPARENT PROPERTY
OWNERS WITHIN 200 FEET OF THE ABOVE DESCRIBED LAND:
THREE ACRES OF LAND IN THE FRACTIONAL NW '/4 NE 1/4 , SECTION 4 TOWNSHIP 1 SOUTH,
RANGE 13 WEST, IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AND
DESCRIBED AS BEGINNING 1.56 CHAINS (102.96 FEET) WEST OF THE NORTHEAST CORNER,
NW'/4 NE'/4 , SAID SECTION 4, THENCE WEST 2.64 CHAINS (174.24 FEET); THENCE SOUTH
11.38 CHAINS (751.08 FEET); THENCE EAST 2.64 CHAINS (174.24 FEET); THENCE NORTH 11.38
CHAINS (751.08 FEET) TO THE POINT OF BEGINNING.
GRUBBS, HOSKYN, BARTON & WYATT, INC.
P.O. BOX 55105
LITTLE ROCK, AR 72215-5105
THE WEST HALF OF THE SE'/4 OF SECTION 33, TOWNSHIP I NORTH, RANGE 13 WEST, IN
PULASKI COUNTY, ARKANSAS, LESS AND EXCEPT THAT PART THEREOF DESCRIBED AS:
BEGINNING AT THE NORTHWEST CORNER OF SAID W '/z SE '/4; RUN THENCE SOUTH 89
DEGREES 16 MINUTES EAST ALONG THE NORTH LINE OF SAID W '/z SE'/4 427.81 FEET;
THENCE SOUTH 00 DEGREES 25 MINUTES WEST 1320.84 FEET; THENCE SOUTH 89 DEGREES
56 MINUTES WEST 427.82 FEET TO THE WEST LINE OF SAID W '/z SE '/4; THENCE NORTH 00
DEGREES 25 MINUTES EAST ALONG THE WEST LINE OF SAID W `/2 SE'/4 1326.82 FEET TO
THE NORTHWEST CORNER OF SAID W'/z SE %4 AND THE POINT OF BEGINNING, AND LESS
AND EXCEPT THAT PART THEREOF DESCRIBED AS: STARTING AT THE SOUTHEAST
CORNER OF THE SW'/4 SEA OF SAID SECTION 33; THENCE NORTH 00 DEGREES 04 MINUTES
EAST ALONG THE EAST LINE OF SAID SW %4 SE'/4 30.00 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 89 DEGREES 14 MINUTES WEST, 30.00 FEET NORTH OF AND PARALLEL
WITH THE SOUTH LINE OF SAID SW %4 SE'/4 200 FEET; THENCE NORTH 00 DEGREES 04
MINUTES EAST, 200 FEET WEST OF AND PARALLEL WITH THE EAST LINE OF SAID SW %4 SE
'/4 1090.00 FEET; THENCE SOUTH 89 DEGREES 14 MINUTES EAST, 1120.00 FEET NORTH OF
AND PARALLEL WITH THE SOUTH LINE OF SAID SW '/4 SE %4 200.00 FEET TO A POINT ON
THE EAST LINE OF SAID SW '/4 SE'/4; THENCE SOUTH 00 DEGREES 04 MINUTES WEST
ALONG SAID EAST LINE 1090.00 FEET TO THE POINT OF BEGINNING.
THE ARKANSAS STATE HIGHWAY COMMISSION
10324 INTERSTATE 30
LITTLE ROCK, AR 72209
AND/OR
P.O. BOX 2261
LITTLE ROCK, AR 72203
PART OF THE NW 1/4 OF THE NW 1/4 OF THE NE 1/4 OF SECTION 4, TOWNSHIP 1 SOUTH,
RANGE 13 WEST, IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE
PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH IS SOUTH 88
DEGREES 12 MINUTES EAST 53.8 FEET AND SOUTH 0 DEGREES 30 MINUTES 50 SECONDS
EAST 40 FEET FROM THE NORTHWEST CORNER OF THE NW 1/4 OF THE NE 1/4, SECTION 4,
TOWNSHIP 1 SOUTH, RANGE 13 WEST ON THE EAST LINE OF INTERSTATE 430; THENCE
SOUTH 20 DEGREES EAST ON SAID RIGHT-OF-WAY LINE 768.4 FEET, DEEDED (SOUTH 20
DEGREES 15 MINUTES 07 SECONDS EAST 762.88 FEET MEASURED) TO THE SOUTH LINE OF
SAID NW 1/4 NW 1/4 NE 1/4; THENCE EAST TO THE SOUTHEAST CORNER OF THE NW 1/4 NW
1/4 NE 1/4 DEEDED ( SOUTH 88 DEGREES I l MINUTES 45 SECONDS EAST 287.88 FEET
MEASURED) ;THENCE NORTH TO THE SOUTH LINE OF BASELINE ROAD DEEDED ( NORTH
02 DEGREES 38 MINUTES 24 SECONDS EAST 707.29 FEET MEASURED); THENCE WEST TO
THE POINT OF BEGINNING DEEDED (NORTH 88 DEGREES 12 MINUTES WEST 584.74 FEET
MEASURED). LESS AND EXCEPT THOSE PARTS DEEDED IN THE CITY OF LITTLE ROCK,
FOREVER AND FOR THE PURPOSE OF PUBLIC STREET AND INSTILLATION AND
MAINTENANCE OF PUBLIC UTILITIES IN QUITCLAIM DEEDS, DOCUMENT NUMBERS 96-
50396, 96-84447 AND 96-84448.
MHH PROPERTIES, LLC
7 REDCOAT LANE
LITTLE ROCK, AR 72227
A TRACT OF LAND BEING PART OF THE NE %4, SECTION 4, TOWNSHIP 1 SOUTH, RANGE 13
WEST, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A COTTON PICKER SPINDLE AT THE NORTHEAST CORNER OF SAID
SECTION 4; THENCE SOUTH 88 DEGREES 18 MINUTES 50 SECONDS WEST ALONG THE
NORTH LINE OF SECTION 4 FOR A DISTANCE OF 24.87 FEET; THENCE SOUTH O1 DEGREE 38
MINUTES 18 SECONDS EAST A DISTANCE OF 40.00 FEET TO A''/z INCH REBAR SET ON THE
SOUTH RIGHT OF WAY LINE OF BASELINE ROAD AND THE POINT OF BEGINNING; THENCE
SOUTH 88 DEGREES 18 MINUTES 50 SECONDS WEST ALONG SAID RIGHT OF WAY LINE A
DISTANCE OF 1351.29 FEET TO A SET %z INCH REBAR; THENCE SOUTH 02 DEGREES 45
MINUTES 30 SECONDS EAST A DISTANCE OF 705.10 FEET TO A''/z INCH REBAR; THENCE
SOUTH 88 DEGREES 10 MINUTES 14 SECONDS WEST A DISTANCE OF 866.37 FEET TO A %z
INCH REBAR ON THE EAST RIGHT OF WAY LINE OF INTERSTATE 430; THENCE ALONG SAID
EAST RIGHT OF WAY OF INTERSTATE 430 THE FOLLOWING COURSES AND DISTANCES:
SOUTH 23 DEGREES 22 MINUTES 30 SECONDS EAST 79.21 FEET TO A CONCRETE
MONUMENT; SOUTH 24 DEGREES 05 MINUTES 00 SECONDS EAST1474.62 FEET TO A
CONCRETE MONUMENT; SOUTH 85 DEGREES 12 MINUTES 18 SECONDS EAST 255.23 FEET
TO A CONCRETE MONUMENT; NORTH 87 DEGREES 45 MINUTES 25 SECONDS EAST 200.18
FEET TO A CONCRETE MONUMENT; SOUTH 83 DEGREES 13 MINUTES 42 SECONDS EAST
366.41 FEET TO A CONCRETE MONUMENT; SOUTH 60 DEGREES 35 MINUTES 17 SECONDS
EAST 144.77 FEET TO A 5/8 INCH REBAR; THENCE LEAVING SAID EAST RIGHT OF WAY
NORTH 88 DEGREES 58 MINUTES 57 SECONDS EAST 345.25 FEET TO A SET''/z INCH REBAR;
THENCE NORTH 02 DEGREES 09 MINUTES 25 SECONDS WEST 541.41 FEET TO A ONE INCH
PIPE; THENCE NORTH 87 DEGREES 36 MINUTES 34 SECONDS EAST 336.75 FEET TO A %z INCH
REBAR SET ON THE WEST RIGHT OF WAY LINE OF SIBLEY HOLE ROAD; THENCE ALONG
SAID WEST RIGHT OF WAY LINE NORTH 01 DEGREE 49 MINUTES 40 SECONDS WEST A
DISTANCE OF 1758.16 FEET TO THE POINT OF BEGINNING, LESS AND EXCEPT THAT
PORTION AS DESCRIBED IN CONSENT JUDGMENT FILED IN PULASKI COUNTY CIRCUIT
COURT OCTOBER 17, 2014 AS CASE NO. CV-14-1048.
ACORD PROPERTIES, LLC
3509 ASHER AVE.
LITTLE ROCK, AR 72204
CERTIFIED THIS THE 9TH DAY OF SEPTEMBER, 2015 @ 6:00 A.M.
THIS IS A LIMITED SEARCH OF THE RECORDS AND IS NOT TO BE CONSTRUED AS A
TITLE INSURANCE POLICY, LEGAL OPINION OR COMMITMENT TO INSURE. LIABILITY IS
LIMITED TO THE AMOUNT CHARGED FOR THIS SEARCH.
SINCERELY
WILLIAM G~LETZIG f
RTA #16876100 6�
sitpin.doc
03/01/10
NOTICE OF PUBLIC HEARING BEFORE
THE LITTLE ROCK PLANNING COMMISSION
ON AN APPLICATION FOR SITE PLAN REVIEW
To ALL owners of land lying within 200 feet of the boundary of property at:
Address: 114 o-
General Location: 6 o c� GdSr t?c- d- I - 4'3 o
Owned by: )" ri 14_: S 1 vc-AW T , t_L-L
Zoning: T .- 2
Proposed Use: 5A. LC- r Sir C-4i
NOTICE IS HEREBY GIVEN THAT an application for Site Plan Review has been filed with the
Department of Planning and Development. A public hearing on said application will be held by the
Little Rock Planning Commission in the Board of Directors Chamber, Second Floor, City Hall, on
6<., 8 7 ,-> 5 , at p.m.
ALL PARTIES IN INTEREST MAY APPEAR and be heard at said time and place, or may notify the
Planning Commission of their views on this matter by letter. All persons interested in this request are
invited to call or visit the Department of Planning and Development, 723 West Markham, 371-4790, and
to review the application and discuss same with the Planning staff.
AFFIDAVIT
I hereby certify that I have notified all the property owners of record within 200 feet of the above
property that subject property is being considered for Site Plan Review and that a Public Hearing will be
held by the Little Rock Planning Commission at the time and place described above.
Applicant (owner or authorized agent)
(Name)
(Date)
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TO HEAR STATE H GHWAY COMM SSION
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LITTLE ROCK, AR 72209
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LITTLE ROCK, AR 72203
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THOMAS ENGINEERING COMPANY
civilengineers land surveyors
3810 LOOKOUT RD NORTH LITTLE ROCK, AR 72116 (501) 753-4463 FAX (501) 753-6814
NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS
September 22, 2015
Mrs. Donna James
Subdivision Administrator
City of Little Rock Planning
723 W Markham
Little Rock, AR 72201
RE: S-1456-A
Little Rock Storage Center Site Plan Review
Dear Mrs. James:
We have included the following information to address staffs comments regarding the site plan
review of Little Rock Storage Center:
• 4 copies of the revised site plan. We are no longer requesting to encroach into the 25
foot rear setback.
• 4 copies of the overall site noting the existing buildings which have been completed.
• There are minor changes to the previously approved site plan and building layout. The
side and front setbacks remain the same. The rear setback is being reduced to 25 feet
as part of this application. We are proposing to add 35,840 SF of buildings and 47,485
SF of buildings exist. The previously approved plan allowed for 91,600 SF of building, so
this application is reducing the total building square footage.
The existing detention basin is shown on the included overall site plan.
Sincerely,
Thomas R. Pownall, P.E.
Project Engineer
TRP/ab
Little Rock Wastewater Comments
Project Number S-1456-A
Project Name
Project Type
Comment Made
Little Rock Storage Center
Subdivision - Multiple Bldg Site Plan
Sewer Available to this site.
Revised
Review
Project Number S-1757
Project Name
Project Type
Comment Made
Morrison Subdivision
Residential Lot Split
Sewer main extension required with easements if new
Prelim/Final Plat
sewer service is required for this project.
Project Number S-1758
Project Name
Project Type
Comment Made
The Trails Subdivision
Single Family Subdivision
Outside Service Boundary- No Comment.
Project Number S-980-E
Project Name
Project Type
Comment Made
Murphy Express
Subdivision - Multiple Bldg Site Plan
Sewer Available to this project. EAD Plan Review
Review
Required.
Project Number Z-4633-B
Project Name
Project Type
Comment Made
Hunters Cove Lot 711
Planned Development Residential -
No Objection
Add Storage to Exist. Residence
Project Number Z-4765-D
Project Name
Project Type
Comment Made
Autumn Road Self Storage
Planned Development Commercial
No Stormwater Detention Basin or Levee to be
constructed within 10' of a Sewer Main
Project Number Z-4945-A
Project Name
Project Type
Comment Made
Family Dollar 12th Street
Planned Development Commercial
Sewer main extension required with easements if new
sewer service is required for this project.
Project Number Z-5304-A
Project Name
Project Type
Comment Made
Nuage Residential
Planned Development Residential
Sewer Available to this site.
Contractors
Thursday, September 10, 2015
Page 1 of 3
Baseline and Stagecoach Planned Development Commercial
Commercial Development
Project Number Z-9075
Project Name Project Type
Bella Rosa Subdivision Planned Development Residential
Project Number Z-9076
Project Name
Stewart-Antunes-Austin
Addition
Project Number Z-9077
Project Name
Little Rock Community
Mental Health Center
Project Number Z-9078
Project Name
Central Arkansas Urgent
Care
Sewer Available to this site across Baseline Road
Comment Made
Sewer main extension required with easements if new
sewer service is required for this project.
Project Type Comment Made
Planned Development Residential Sewer Services Need to be separated if currently
together.
Project Type
Planned Development Office
Project Type
Planned Development Industrial
Comment Made
No Objection
Comment Made
Sewer Available to this site Across Lindsey Road
Thursday, September 10, 2015 Page 3 of 3
Rock Region
METRO
Rock Region METRO Planning and Subdivision Review
Memo
To: City of Little Rock Planning and Development
From: Kathleen Lambert, Sr. Transit Planner
Date: September 15, 2015
Re: PCD 114og Baseline Rd.
Case: S-1456-4
We have studied the plans submitted by your office on the above referenced area.
The area is currently served by METRO on the Route 23. We would like to emphasize maintaining the
sidewalk connections to the neighborhood for transit rider access tojobs. The area is part of ourfuture
plans for local service with service enhancements.
We have no comments on this development addition to a storage facility.
Thank you foryour attention to this matter, and allowing us to discuss our concerns.
City of Little Rock
Department of Planning and Development Planning
723 West Markham Street Zoning and
Little Rock, Arkansas 72201-1334 Subdivision
Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863
DATE: August 31, 2015
❑ Entergy
❑ Center Point - ARKLA
❑ AT&T
❑ Central Arkansas Water
❑ Little Rock Wastewater
❑ Pulaski County Planning
❑ Little Rock Fire Department
NAME: Little Rock Storage Center Revised Subdivision Site
Plan Review
TYPE OF ISSUE: Multiple building site plan review — revise site plan
FILE NUMBER: S-1456-A
LOCATION: 11409 Baseline Road
❑ Public Works: Engineering, Traffic (2)
❑ Parks and Recreation Department
❑ Planning and Development — Site Plan Review
❑ Planning and Development Graphics
❑ Planning and Development — Building Codes
❑ CATA
TO WHO IT MAY CONCERN:
On October 8, 2015 the Little Rock Planning Commission will consider the above referenced issue.
NOTE: The Interdepartmental Meeting at which this issue will be discussed will be held on September 11 2015.
NOTE: The Subdivision Committee Meeting at which this issue will be discussed will be held on September 16 2015.
A copy of the plan for the referenced issue is enclosed for your consideration, and your comments and/or recommendations
will be appreciated.
Sincerely,
Donna James, AICP
Subdivision Administrator
(Please respond below and return this letter with your comments for our records.)
Approved as Submitted. I PLEASE RETURN COMMENTS BY September 11,2015.
Easement (s) required (See attached plat or description.)
*To all utilities: If an easement is requested which is in excess of 10 feet in width, provide justification for the easement
or the request will not be included in the Planning Commission agenda.
Comments:
Enclosure