HomeMy WebLinkAboutS-1757 ApplicationCity of Little Rock
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Date �11 2p
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Location
Appli t
1 �
By U .VL
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.
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.
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.
Wadin
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.
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.
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.
Fire H 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.
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 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.
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.
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.
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-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.
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.
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.
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.
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:
I. 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.
S-1758
Maintain Access:
Fire H drants.
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.
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.
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:
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 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.
S-1758
Regards, Captain Rhodes and Captain Hogue
Office: 918-3710
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
I 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 1 of 11
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.
11 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 11
Herbner,
of
turn
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
l 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).
5 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. l2th 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. l2th St will be required to provide an I Ifl: W3 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 stonnwater
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.
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 l2th 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 l I
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.
I 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
1 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 1?
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 I I
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).
1 1 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.
I 1 The minimum Finish Floor elevation of at least I 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 I I
3 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 1 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. Gatson Bates Dr.
and Chester St.
Monday, September 14, 2015 Page 10 of 11
Z File Number Z-9078
Central Arkansas Urgent Care PD-I 7400 Blk Lindsey Road
1 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 1 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 1
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 7R
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 1of3
Project Number Z-5675-E
Project Name
Project Type
Philander Smith College
Planned Development Office
Project Number Z-5766-A
Project Name
Project Type
Horton's Orthotics and
Planned Development Office
Prosthetics
Project Number Z-5963-F
Project Name
Project Type
Brodie Creek Lot 21
Planned Development Residential
(Swimming Pool Addition)
Project Number Z-6610-B
Project Name Project Type
Fitness For Life Planned Development Office
Project Number Z-7701-D
Project Name Project Type
Chenal Pet Palace Planned Development
Commercial(Increase # of Pets)
Project Number Z-8207-A
Project Name Project Type
1605 Blair Street Planned Development Residential
Project Number Z-8503-C
Project Name Project Type
The Pointe at Brodie Creek Planned Development Residential
Comment Made
Sewer Available to this site.
Comment Made
Sewer Available to this site.
Comment Made
No Objection
Comment Made
Sewer Available to this site.
Comment Made
Outside Service Boundary - No Comment.
Comment Made
No Objection
Comment Made
Sewer main extension required with easements if new
sewer service is required for this project. Capacity Fee
Analysis Required.
Project Number Z-8866-A
Project Name Project Type Comment Made
Chenal Curve Planned Development Commercial No Objection
(signage)
Project Number Z-9074
Project Name Project Type Comment Made
Thursday, September 10, 2015 Page 2 of 3
i
Baseline and Stagecoach Planned Development Commercial Sewer Available to this site across Baseline Road
Commercial Development
Project Number Z-9075
Project Name Project Type Comment Made
Bella Rosa Subdivision Planned Development Residential Sewer main extension required with easements if new
sewer service is required for this project.
Project Number Z-9076
Project Name
Project Type
Stewart-Antunes-Austin
Planned Development Residential
Addition
Project Number Z-9077
Project Name
Project Type
Little Rock Community
Planned Development Office
Mental Health Center
Project Number Z-9078
Project Name
Project Type
Central Arkansas Urgent
Planned Development Industrial
Ca re
Thursday, September 10, 2015
Comment Made
Sewer Services Need to be separated if currently
together.
Comment Made
No Objection
Comment Made
Sewer Available to this site Across Lindsey Road
Page 3 of 3
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 Loo-p and Bella Rosa Drive
No Comment
Z-8503-C West of Bowman between Brodie Creek and Point 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; crichev@littlerock.org or
Mark Alderfer at 501.371.4875; malderfer littlerock.or .
5-980-E 12600 Chenal Parkwa
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.org or
Mark Alderfer at 501.371.4875; malderfer@littierock.org.
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; crichev@littlerock.org or
Mark Alderfer at 501.371.4875; malderfer littlerock.or .
Z-9077 1020 DaisV 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@littlerock.or or
Mark Alderfer at 501.371.4875; malderfer@littlerock.org.
Z-9076 1421 South Cumberland Street, Lots A & B
No Comment
Z-8866-A Chenal Blvd ffi) 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; crichev@iittlerock_org or
Mark Alderfer at 501,371.4875; malderfer@littlerock.org.
Z-9074 9500 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; cricheyPlittlerock.org or
Mark Alderfer at 501.371.4875; malderfer littlerock.or .
5-1456-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.org 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; crichev@Rtlerock.org or
Mark Alderfer at 501.371.4875; maiderfer@l'ittlerock.org.
Z-7701-D 14309 Kanis 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; crichev@Iittlerock.orR or
Mark Alderfer at 501.371.4875; malderfer@littlerock_orgr,.
5-1757 11623 11625 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 121h 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; crichev@littlerock.o 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@Iittlerock.org.
5-1758 Southside of kanis between Chenal Downs and Walnut Grove Road
No Comment
Regards, Curtis Richey
Commercial Plans Examiner
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 CREEL( Z-8503-C
LONG- FORM PD-R
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.
The facilities on -site will be private. When
meters are planned off private lines, private
F
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
MURPHY EXPRESS
SUBDIVISION SITE PLAN
REVIEW
TYPE ISSUE COMMENTS
S-980-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.
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
NAME
LITTLE ROCK COMMUNITY
MENTAL HEALTH CENTER
SHORT FORM PD-O
STEWART-ANTUNES AUSTIN
ADDITION SHORT -FORM PD-R
TYPE ISSUE COMMENTS
Z-9077
Z-9076
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.
All Central Arkansas Water requirements in
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.
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.
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.
7
NAME
CHENAL CURVE SHORT -FORM
PCD
TYPE ISSUE COMMENTS
Z-8866-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 andlor 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
i3
NAME TYPE ISSUE COMMENTS
required.
NAME 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 andlor 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 TYPE ISSUE COMMENTS
BASELINE AND STAGECOACH Z-9074 All Central Arkansas Water requirements in
COMMERCIAL DEVELOPMENT effect at the time of request for water service
LONG -FORM PCD must be met.
The Little Rock Fire Department needs to
evaluate this site to determine whether
additional public andfor 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 TYPEISSUE
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 COMMENTS
LITTLE ROCK STORAGE S-1456-A
CENTER REVISED 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 andlor 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
FITNESS FOR LIFE REVISED Z-6610-B
SHORT FORM PD-O
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.
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
backfiow 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 RF7A,
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 Z-5675-E All Central Arkansas Water requirements in
SHORT -FORM POD 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
SHORT -FORM PD-C
Z-7701-D
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
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 TYPE ISSUE COMMENTS
FAMILY DOLLAR 12TH STREET
SHORT -FORM PD-C
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 All Central Arkansas Water requirements in
LONG -FORM PD-C 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 andlor 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
THE TRAILS SUBDIVISION
PRELIMINARY PLAT
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.
S-1758 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.
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
MEMORANDUM
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. (ZZ-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 12`h 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 Big Oak Lane Z-5304-A
No Comments
9. 900 W. Daisey L Gaston Bates Boulevard Z-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 DeerbeM Forest Circle Z-5963
No Comments
12. 9414 Colonel Glenn Road (Z-6610-B
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 M176, 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 Ta for 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 Bates (Z-9077
No Comments
20.7400 BIock 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.
12
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MORRISON SUBDIVISION PRELIMINARY PLAT „
S-1 % 5 % 11623 & 11625 SARDIS 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
Smith Goodson
7509 Cantrell Road, Suite 227
Little Rock, AR 72207
Re: S-1757 - Morrison Subdivision Preliminary Plat, located at 11623 Sardis 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
subd.doc
03/01/10
INFORMATION SHEET FOR
SUBDIVISION PUD's PD's, ZONING
OR SUBDIVISION SITE PLAN REVIEWS
ITEM NO. DA-1 8
FILE NO. ` —
NAME: So,( inn t_-M 0,1 r i S 0 n -
LOCATION: So-r J � S IZ(Zr.*-d
DEVELOPER: - E-- o"r , Ln-e- ► ' `0 r r i S) r\
STREETADDRESS
CITY/STATE/ZIP L k\ 9--
TELEPHONE NO.
STREET ADDRESS 75-0 1 C a e T rO Su C o�
CITY/STATE/ZIP L-,4tI,- Ko- ,k G�`-l/►► cp.� Ski , zo
TELEPHONE NO. $0 - y - $ '1 9 O
AREA D • 7 - Z A O✓e-S NUMBER OF LOTS _
FT. NEW STREET Al 0 h g, _ -
ZONING
PLANNING DISTRICT
VARIANCES REQUESTED
1.)
2.)
3.)
4.)
PROPOSED USES it e S 1 �[ c'► �' I
CENSUS TRACT
subd.doc 03/01/10
AFFIDAVIT
I, EA! le 1 �nSC)+% certify , by my signature below that I hereby
authorize �.un Q0�sa �h an Ga to,act as my agent regarding the
of the below described property.
Property described \, , 1
as: S t cG� O 9- U�► �s i
w e.A- 1 c 5 to a Q
It-
Signature of Title Holder Date
Subscribed and sworn to me a Notary Public on this
My Commission Expires:
3/
,Z-�-.
day of
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001 Im
.1i
3EFF
c° �pTARY 7 �+
C--�-- �`
p C' PUBOC' q ..
LPUOU
City of Little Flock
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: Morrison Subdivision Prelimina /Final Plat S-1757 . are nest to allow
the creation of two 2 lots. one 1 without public street frontage to allow the two 2
existing homes to be located on separate parcels.
GENERAL LOCATION OR ADDRESS, 11623 and 1.1.625 Sardis Road
OWNED BY/APPLICANT: Shawn Goodson Agent, Smith and Goodson Consultants
NOTICE IS HEREBY GIVEN THAT an application for a Preliminary Plat 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
subd.doc
03/01/10
NOTICE OF PUBLIC HEARING
BEFORE
THE LITTLE ROCK PLANNING COMMISSION
ON AN APPLICATION TO
SUBDIVIDE PROPERTY
To ALL owners of land lying adjacent to (including across the street from) the boundary of the property
located at:
s Scar J i 5 K000,J
(GENERAL LOCATION OF PROPERTY ON WHICH IS PROPOSED TO BE SUBDIVIDED)
5a✓ .A koc'c Roa 14ikae)SGs
(ADDRESS OF PROPERTY TO BE SUBDIVIDED, IF AVAILABLE)
Owned by: ar 1er\c. I'14frtSJ✓� fj+.IC Z�
(NAivIE OF OW l�' 1 A L 1 Tp �+I
` a nS 5
(ADDRESS OF OWNER)) l
Number of proposed lots: ; Proposed use of property: iQp e51 af-'4 t-r'A CkYrenT ��� t �i 0✓1 S�
NOTICE IS HEREBY GIVEN THAT an application for the subdivision of the property cited above has
been Filed with the Department of Planning and Development. A public hearing to Veview a preliminary
platplat for this property will be held by the Little Rock Planning Commission nn 4
at 5: 00 P.M. in the Board of Directors Chamber, second floor, Little Rock City Hall,
located at 500 W. Markham Street.
Note: The platting into lots and streets may involve a request for variances or waivers from the
standards set forth in the Subdivision Regulations of the City of Little Rock.
ALL PARTIES IN INTEREST MAY APPEAR and be heard at the above cited time and place, or any
party in interest 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,
located at 723 W. Markham St.. phone, 371-4790, to review and discuss the application information
with the Planning staff. Correspondence to the Planning Commission may be addressed to the
Commission as a whole or to individual Commission members in care of the Little Rock Department of
Planning and Development, 723 W. Markham St., Little Rock, AR 72201.
AFFIDAVIT
I hereby certify that I have notified all the abutting property owners of record of the above property that
subject property is being considered for subdivision and that a Public Hearing is to be held by the Little
Rock Planning Commission at the time and place described above.
Applicant (Owner or Authorized Agent)" " 1
rtiamcj gI8 - 157
--
(Date)
Morrison Subdivision )
Name
To: The Public
)
BILL OF ASSURANCE
WHEREAS, Earlene Morrison widower and GarV Morrison Power of Attorney)
are the sole owners of the following
Described property Morrison Subdivision
Addition to Pulaski County, Arkansas:
NOW, THEREFORE, WITNESSETH:
That I, the said owner, Earlene Morrison and Gary Morrison(power of attorne
hereinafter Termed grantor(s), have caused said tract of land to be surveyed by William Allen
Smith, P.S. 1095 Registered Professional Surveyor and a plat thereof made which is identified
by the title Morrison Subdivision. and the date
August 4, 2D15 and by the signature of the said surveyor and the said grantor(s), and bears
a Certificate of Approval executed by the City of Little Rock Planning Board, and is on record in
the Office of the Circuit Clerk and ex-officio Recorder of Pulaski County, Arkansas in Plat Book
Page and the grantor(s) do hereby
make this Bill of Assurance.
The grantor(s) do hereby certify that they have replatted said real estate in accordance
with said plat. The lands embraced in said plat shall be forever known as designed on said plat;
and every deed of conveyance for said property shall use this designation.
The filing of this Bill of Assurance and plat for record in the Office of the Circuit Clerk
and ex-officio Recorder of Pulaski County shall be a valid and complete delivery and dedication
of the streets and easements shown on the said plat.
All buildings constructed on said lots shall be constructed no nearer to the street than
the building line shown on the plat, and all buildings shall be constructed in conformance with
the Building Code and Zoning Ordinance of Pulaski County, Arkansas and subject to City of Little
Rock Extraterritorial Planning Area requirements.
WITNESS, our hands this
ACKNOWLEDGEMENT
STATE OF ARKANSAS )
COUNTY OF PULASKI )
day of
BE IT REMEMBERED that on this day came before me a Notary Public within and for the
County and State aforesaid, the undersigned_
stated that they had executed the foregoing Bill of Assurance.
Notary Public
My Commission Expires:
and
subd.doc
03/01/10
DEPARTMENT OF NEIGHBORHOODS AND PLANNING
PRELIMINARY PLAT CHECKLIST (page one)
PROPOSED NAME OF SUBDIVISION:,]] OI�t' I S ✓�
TYPE OF SUBDIVISION: iAe�l T
S t,vb ot 111 M
DATE:
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1. Letter requesting preliminary plat approval.
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2. Seventeen (18) copies of the preliminary plat.
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3. Filing fee.
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4. Notification completed. (Certified list of abutting property owners from abstract or title
company; notice form with affidavit executed; & proof of mailing of notice to all abutting
property owners furnished.)
THE FOLLOWING ARE REQUIRED PURSUANT TO SEC. 31-63 OF THE CODE OF ORDINANCES:
❑
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5.
Name/address of land owner with source of title. (Deed record book and page or instrument
number required).
NJ
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6.
Name/address of subdivider.
0
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X
7.
Linear feet of internal streets.
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8.
Average size of lots/Minimum lot size.
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9.
Number of lots.
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10.
Applicable existing covenants, and the proposed covenants on the land.
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11.
Proposed open space.
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12.
Proposed source of water supply.
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13.
Proposed means of wastewater disposal.
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14.
Request for variances, waivers, or deferrals. (Completion of "Variance/Waiver Request Form"
required.)
THE FOLLOWING IS REQUIRED PURSUANT TO SEC. 31-88 OF THE CODE OF ORDINANCES:
W ❑ ❑ ❑ 16. Vicinity map, to scale. (Minimum scale to be 1:2000 feet; minimum area to be''/z mile radius.)
THE FOLLOWING ARE REQUIRED PURSUANT TO SEC. 31-89 OF THE CODE OF ORDINANCES:
❑ ❑ ❑
17. Preliminary plat drawing, to scale, with north point indicated.
{Maximum size ror drawings: 24" x 36". Boundary lines are to be indicated by a heavy line.
Adjusted bearings and distances are to be shown, with ties to comers of record. Record bearings
and distances are to be shown, where applicable. Curve data is to include: radius, arc distance,
delta angle and chord bearing, and distances. Locations and physical descriptions of all
monuments -- indicating size, material, and type construction -- shall be shown.)
[� ❑ ❑ ❑
18. The date of survey.
❑ ❑ ❑
19. Lot lines shown and dimensioned; streets, sidewalks, and easements shown;
(Names of streets and street widths must be shown.)
❑ ❑ ❑
20. Front yard building setback lines shown on plat.
❑ ❑ IXI
21. Contours shown at required intervals (2' intervals for grades less than 10%; 5' intervals for grades
above 10%).
❑ ❑ ❑ ®
22. Natural features shown (e.g.; drainage channels, bodies of water, wooded areas).
❑ ❑ ❑
23. Cultural features shown.
(e.g.; streets, bridges, culverts, utility/power lines, pipelines, easements, parks, structures, city and
county lines, section lines).
❑ ❑ ❑ F&I
24. Limits of floodway and/or floodplain shown.
❑ ❑ ❑ �&
25. Storm drainage analysis. (Data to be provided for all watercourses entering and leaving the plat
boundary.)
❑ ❑ ❑ 19
26. Preliminary storm drainage plan. (Typical ditch section required to be shown.)
❑ ❑ ❑ YR
27. Name-s. of recorded subdivisions abutting the plat area indicated.
(Plat book and page or instrument number required to be shown.)
❑ ❑ ❑
28. ❑ Residential plats: show name,~ of uwncrs of all unplatted tracts abutting the plat area
and names of owners of planed [meta in excess of 2�/z acres.
❑ Commercial plats: show names of owners of all abutting lands.
AAll plats: show names of all owners of any landlocked parcels within or abutting the plat.
subd.doc
03/01/10
DEPARTMENT OF NEIGHBORHOODS AND PLANNING
PRELIMINARY PLAT CHECKLIST(page two)
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29. Metes and bounds legal description of the tract boundary. (Provide acreage to nearest one -tenth
of acre.)
❑
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30. Zoning classification(s) within the plat boundary and of abutting areas shown.
❑
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31. Municipal boundaries which pass through or abut the plat area shown.
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[�L
32. Phasing plan, if applicable, indicated.
❑
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N
33. Location of proposed PAGIS monuments shown.
THE
FOLLOWING
MAY
BE REQUIRED PURSUANT TO SEC. 31-90 OF THE CODE OF ORDINANCES:
❑
❑
❑
�a
34. Engineering analysis.
(Raquixd whCrG: a street grade variance is being requested; a portion of the plat maybe
floodprone, but the area is not covered by the FEMA maps; or, suspected soil conditions may
affect the structural or operational aspects of the facilities.)
THE
FOLLOWING
IS REQUIRED PURSUANT TO SEC. 31-91 OF THE CODE OF ORDINANCES:
❑
❑
❑
35. Provision of: the''Certiftcate of Prelitinary Surveying Accuracy; the "Certificate of
Preliminary Engineering Accuracy''; and the "Certiriicate of Preiiminary Plat Approval".
(The "Certificate of Preliminary Surveying Accuracy shall contain the wording that: "...the
plat has been surveyed and duly filed for record in the offices of the state surveyor and the
county circuit clerk and recorder within the last seven (7) years.")
T�gHE
FOLLOWING
IS REQUIRED PURSUANT TO SEC. 31-93 OF THE CODE OF ORDINANCES:
X
❑
❑
❑
36. A draft Bill of Assurance.
SMITH AND GOODSON
August 18, 2015
City of Little Rock/Planning and Development
Attn: Donna James
723 West Markham
Little Rock, Arkansas
Re: Morrison Subdivision
Dear Ms. Donna James
7509 Cantrell Road, Suite 227
Little Rock, Arkansas 72207
P. 501.615.5566— F. 501.603.21D4
s_s: smlthanrle00dSon.tan�
CIVI L ENGI NEERI NG AND LAND SURVEYING
Smith and Goodson is representing Ms. Earlene Morrison (widower) for preparation of a Final Plat of her
0.742 acre tract of land situated 11623 and 11625 Sardis Road. The purpose of the subdivision of land is
to divide into two separate lots, one which will be sold to a buyer currently living onsite. The existing
conditions of the property are as shown on the final plat and no new development is being done. The
water system is by Central Arkansas Water and sewer disposal is by Little Rock Wastewater. The
subdivision is creating two separate tracts.
Attached is eighteen (18) copies of the proposed subdivision plat, a bill of assurance, Final Plat checklist
and a check for the review fee.
If you have any questions or comments please do not hesitate to contact me directly.
Respectfully submitted,
SMITH AND GOODSON, PLLC
Sean D. Goodson
Member/Survey Manager
STANDARD ABSTRACT & TITLE COMPANY, INC.
3420 Old Cantrell Road (P.O. Box 7411)
Little Rock, AR 72202 (72217)
Phone: (501) 664-1300
Fax: (501) 604-2619
The following is a list of apparent owners of property lying within 200 feet of the
following described land:
The South 110 feet of the W1/2 of the W1/2 of the NWI/4 of the SE1/4 of Section 10,
Township 1 South, Range 13 West in the City of Little Rock, Pulaski County,
Arkansas.
1. The North 150 feet of the South 440 feet of the W1/2 of the W1/2 of the NW1/4
of the SE1/4 of Section 10, Township 1 South, Range 13 West in the City of Little Rock,
Pulaski County, Arkansas. (OWNER — Charles R. Wade and Mary Ellen Wade, his wife,
209 Crystal Court, Little Rock, AR 72205)
2. The South 70 feet of the North 440 feet of the South 660 feet of the W1/2 of the
W 1/2 of the NW1A of the SE1/4 AND the North 110 feet of the South 220 feet of the
W 1/2 of the W 1/2 of the NW 1/4 of the SE1/4 all in Section 10, Township 1 South, Range
13 West in the City of Little Rock, Pulaski County, Arkansas. (OWNER — Joseph E.
Wade and Billie Jean Wade, his wife, 11605 Sardis Road, Mabelvale, AR 72103)
3. The NW1/4 of the SETA of Section 10, Township 1 South, Range 13 West in the
City of Little Rock, Pulaski County, Arkansas; LESS AND EXCEPT the West 10 acres
thereof, being of equal width along the West line. (OWNER — Sally Ann Yates and Patsy
Ruth DeWitt and Mark D. Yates, 41 Brookview Drive, Little Rock, AR 72209)
4. Part of the N1/2 of the SW1/4 of the SE1/4 of Section 10, Township 1 South,
Range 13 West in the City of Little Rock, Pulaski County, Arkansas, more particularly
described as follows: Beginning at the Northwest corner of said N1/2 SW 1A SE1/4,
thence East along the North line of said N1/2 SW1/4 SE1/4,164.00 feet; thence South 02
degrees 06 minutes 30 seconds West 224.0 feet; thence West 164.00 feet to a point on the
West line of the SWIA SEIA of said Section 10; thence North 02 degrees 06 minutes 30
seconds East along said West line of said SW1/4 SEIA, 224.00 feet to the point of
beginning. (OWNER — John McKisick, 7625 Perry Lane, Mabelvale, AR 72103)
5. Part of the N1/2 of the SWIA of the SEIA of Section 10, 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 164 feet East of the Northwest corner
of the said N1/2 SWIM SE1/4 of Section 10, thence continue East 140 feet; thence South
224 feet; thence West 140 feet; thence North 224 feet to the point of beginning.
(OWNER — James Norman Meyer and Julia L. Meyer, his wife, 11815 Sardis Road,
Mabelvale, AR 72103)
Page -2-
6. Part of the N1/2 of the SW1/4 of the SE1/4 of Section 10, 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 304 feet East of the Northwest corner
of the said N1/2 SW 1/4 SE1/4 of Section 10; thence continue East 236 feet; thence South
224 feet; thence West 236 feet; thence North 224 feet to the point of beginning.
(OWNER — David W. Reed, 11701 Sardis Road, Mabelvale, AR 72103)
7. The SE1/4 of the SWIA of Section 10, Township 1 South, Range 13 West in the
City of Little Rock, Pulaski County, Arkansas. (OWNER — James I. Lasley, Trustee,
5600 Country Club Boulevard, Little Rock, AR 72207) NOTE: Quitclaim Deed dated
October 17, 2003, filed October 29, 2003, and recorded as Instrument No. 2003112732
executed by Donna Goetz to Arthur N. Phillips, Jr., 3901 Cedar Hill Road — Unit 10,
Little Rock, AR 72202 — does not appear to have any title to this property)
8. Part of the N 1 /2 of the SW 1 /4 of Section 10, Township 1 South, Range 13 West
in the City of Little Rock, Pulaski County, Arkansas, more particularly described as
follows: Commencing at the Southeast corner of said N1/2 SW21/4, thence North along
the East line of said N1/12 SWI/4, 208.5 feet; thence South 88 degrees 24 minutes West
18 feet to the point of beginning, thence continue South 88 degrees 24 minutes West
398.8 feet; thence North 130 feet; thence North 88 degrees 24 minutes 398.8 feet; thence
South 130 feet to the point of beginning. (OWNER — Don Thompson, P.O. Box 53,
Mabelvale, AR 72103)
9. Lots 1 and 2, Meredith Cravens Subdivision in the City of Little Rock, Pulaski
County, Arkansas. (OWNER — R & D Holding, LLP, P.O. Box 642, Mabelvale, AR
72103)
This is not to be construed as a Title Certificate, Title Opinion or Title Insurance. Our
liability is specifically limited to the amount paid for this service.
NOTE: We cannot certify as to the accuracy of the mailing addresses because they were
taken from the Tax Records of the Pulaski County Assessor's Office.
CERTIFIED this P day of August, 2015 at 11:30 A.M.
STANDARD ABSTRACT AND TITLE COMPANY, INC.
By
Amanda E. "Liz" Humphrey
Vice President
s/aeh
SS-BS410
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IdIIIIIIII
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: Morrison Subdivision Preliminary/Final Plat
TYPE OF ISSUE: Residential lot split — lot w/o public street frontage
FILE NUMBER: S-1757
LOCATION: 11623 and 11625 Sardis 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 S 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 mes, AICP
Subdivision Administrator
(Please respond below and return this letter with your comments for our records.)
Approved as Submitted
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