HomeMy WebLinkAboutResponse to other departments 061824Civil Engineering Review Comments � I
❑ Board of Adjustment Manning Commission
Agenda Date: 7/11/2024
Z File Numbers Z-10005, 10008, 10009, 10010, 10011, 3612-13, 5239-J, 9955-A,10007
1. No comments.
S File Number S-1953-A
Romero Addition —Preliminary Plat Northwest Corner of Chicot Road and Bunch Road
1. Contact Planning and Development Dept., Engineering Division at 501-371-4817 or at
501-918-5348 for inspections of any work in the public right-of-way prior to placement
of concrete or asphalt or for on -site clarification of requirements prior to commencing
work. Failure to do so can result in removal of any improperly placed concrete or
asphalt at the expense of the owner or contractor.
2. Any work involving one (1) or more acres of disturbed area requires a State of Arkansas
NPDES permit. Contact the Arkansas Department of Environmental Quality, NPDES
branch at 501-682-0744 for applications and information about General Stormwater
Discharge Construction Permit #ARR150000.
3. Bunch Road is classified. as a local street for City's master street plan. Dedication of
additional right of way per master street plan to the City of Little Rock is required.
Total right of way dedication required is forty-five (25) feet from street centerline.
Additional right of way dedicated from the centerline of right of way more than forty-
five (25) feet may be required by Department staff depending on the location of the
centerline of the street in relation to the centerline of the right of way if both centerlines
do not coincide currently for Bunch Road.
4. Who's responsible for maintaining the proposed detention pond north of the
subdivision on the other private property? If it's a future property owner's association
or similar entity, will an access easement be granted by the adjacent property owner to
access the detention pond for maintenance?
5. Letter for required preliminary drainage analysis needs to explain to staff the where
and how much the 100 year flow is flowing onto the property and within the property
including how the 100 year flow is being conveyed to the proposed detention pond and
existing creek to the north. Provide pre and post development drainage basin maps as
showing the 100 year flows and time of concentration calculations for each drainage
basin referenced in the submitted letter.
S File Number S-1965-A
Tract IA, Razorback Square Shopping Center — Revised Replat 2500 Cantrell Road
1. No comments.
S File Number S-1975
Mountain Brook Subdivision — Preliminary Plat Northeast corner of Valley Ranch Drive
& Patrick Country Road
1. Contact Planning and Development Dept., Engineering Division at 501-371-4817 or at
501-918-5348 for inspections of any work in the public right-of-way prior to placement
of concrete or asphalt or for on -site clarification of requirements prior to commencing
work. Failure to do so can result in removal of any improperly placed concrete or
asphalt at the expense of the owner or contractor.
2. Any work involving one (1) or more acres of disturbed area requires a State of Arkansas
NPDES permit. Contact the Arkansas Department of Environmental Quality, NPDES
branch at 501-682-0744 for applications and information about General Stormwater
Discharge Construction Permit #ARR150000.
3. A grading permit must be obtained prior to initiation of work. Grading permits are
issued by the Planning and Development Dept. at 723 West Markham Street after
approval of sediment and erosion control plans, grading and drainage plans, land
survey, drainage study, and soil loss calculations per City's stormwater management
and drainage manual. Contact Planning and Development Dept., Engineering Division
at 501-371-4817 or at 501-918-5348 or Permits tittlerock. ov to schedule an
appointment for issuance or to answer any questions. Permit cost is based on total
project area at $100.00 for the less than '/z acre, $200.00 for 1/2 to 1 acre, and $200.00
for the first acre and $100.00 for each additional acre for project greater than 1 acre.
4. The Department requires three (3) phase sediment and erosion control (SEC) plans to
be submitted for all construction projects showing best management practices (BMPs)
for mitigating sediment runoff and erosion along with vegetation specifications for
temporary and permanent soil stabilization. Phase 1 SEC plans shall show SEC BMPs
during the stripping, clearing, grubbing, and rough grading of the site. Phase 2 SEC
plans shall show SEC BMPs during construction of utilities, buildings, roadway
infrastructure and drainage infrastructure. Phase 3 SEC Plans shall show SEC BMPs
for final grading, seeding, and landscaping of the site.
5. Sediment and Erosion Control plans shall also show the pertinent information as
outlined in ADEQ ARR150000 Permit Part II section A-4-1-1 (1-14) and Part Ilsection
A-4-I-2 (A-B).
6. Per City Rev. Code 29-99, stormwater detention for developments is required. Provide
stormwater detention infrastructure to satisfy this requirement.
7. Per City Code 31-434, a 50% maintenance bond for all street and stormwater
infrastructure constructed within the public right of way shall be submitted to
Department engineering staff prior to recording the final plat. Before the 50%
maintenance bond can be accepted, a contract unit bid price for every street and
stormwater infrastructure construction item within the public right of way shall be
submitted to Department engineering staff for review and approval.
8. Per City Code 31-117, as built stormwater drainage infrastructure information/data
shall be submitted prior to recording of the final plat. This information shall include
but not limited to: pipe inverts, length of pipe, size of pipe, type of pipe, and type of
inlets.
9. Per City Rev. Code 31-403 the Department requires street lighting plans to be submitted
to the Department for review and approval before filing and recording of the final plat
for the subdivision. The street lighting plans required shall include conduit and
pull/junction box locations, street luminaire locations and mounting heights, wire sizes,
current photometric data for the proposed fixtures, and subdivision street photometrics
using the proposed fixtures that meet AASHTO Roadway Lighting Design Guide
standards.
10. Department engineering staff are required to perform a final inspection of all street and
stormwater infrastructure construction within the public right of way. City maintenance
of the street and stormwater drainage infrastructure within the public right of way cannot
officially begin until final acceptance by Department engineering staff. This needs to
be completed and accepted by Department engineering staff prior to recording of the
final plat.
11. A drainage study showing all hydrologic calculations for the site and all hydraulic
calculations for the proposed storm sewer pipe system, swales and ditches, detention
ponds, outlet structures, and inlets is required per City's stormwater management and
drainage manual. For final drainage report, sign, date, and seal the report per AR State
Board of Professional Engineers and Professional Surveyors rules Article 12, Section
B (1) (a). Provide engineer's certification statement saying this drainage report was
conducted by yourself or directly under your supervision and attesting to the accuracy
of the information within this report.
12. Street design standards shall comply with the latest version of the AASHTO A Policy
on Geometric Design of Highways and Streets, City's Master Street Plan (2018), and
City's Standard Details for street and drainage facilities improvements (2015).
13. Street stormwater and detention infrastructure design standards shall comply with the
City's Stormwater Management and Drainage Manual (2016) including City Code
Chapters 29, 30, and 31.
14. Street pavement, sidewalks, curb and gutter, curb inlets, junction boxes, accessible
ramps, and storm sewer infrastructure shall comply with City's specifications for
construction as outlined in City Code Chapters 30.
15. Damage to public and private property due to hauling operations or operations of
construction related equipment from a construction site shall be repaired by the
responsible party prior to the issuance of a certificate of occupancy.
16. Valley Ranch Drive is considered a collector per City's current master street plan.
Therefore, per City's boundary street ordinance, construction of boundary street
improvements along property's frontage for collector street standard and dedication of
additional right of way per master street plan is required. Total right of way dedication
required is thirty (30) feet from street centerline. Additional right of way dedicated
from the centerline of right of way more than thirty (30) feet may be required by
Department staff depending on the location of the centerline of the street in relation to
the centerline of the right of way if both centerlines do not coincide currently for Valley
Ranch Drive.
17. Boundary street improvements are required per master street plan. Boundary street
improvements shall include, but not be limited to, reconstruction of one-half section of
the abutting street if the existing street is not up to city standards. Repair, replace, or
extend existing damaged, missing, and noncompliant curb and gutter, sidewalk, access
ramps or concrete driveway aprons within the public right-of-way adjacent to the
site. Remove abandoned driveway cuts and replace with curb, gutter, and sidewalk. All
work within the public right-of-way shall conform to City of Little Rock Public Works
Standard Details and ADA guidelines.
18. Proposed midblock pedestrian crossing within horizontal curve C2 on Mountain Brook
Circle is not allowed. Pedestrian midblock crossing will be required to be relocated
and redesigned to cross at a tangent location before or after the horizontal curve.
19. Mountain Brook Lane is required to have sidewalk on one side of the street per master
street plan for local street. Provide the sidewalk as required for the master street plan.
20. The "existing secondary emergency access" road as shown on the preliminary plat does
not appear to staff to meet the 2021 AR Fire Prevention Code Appendix D 102.1 and
D 103.4 fire apparatus access road requirements. Therefore, a new fire apparatus road
constructed to these standards will be required or other approved driving surface as
determined by the City Fire Marshal. This secondary emergency access road shall be
contained within a new access easement from the other subdivision's property through
proposed Tract B.
21. What is Tract B's proposed use and who is responsible for maintaining this tract?
22. Remove Tracts C, D, E, F, and G from the proposed corner lots' street frontages. This
is not allowed for corner lots.
23. Since part of the street construction is within the 100 year regulatory floodplain, a
Special Flood Hazard Development Permit is required to be obtained to prior to
beginning construction. The Special Flood Hazard Development Permit application can
be found at Mips://www.littleiock.gov/city-adniinistration/city-departments/public-
works/ . Special Flood Hazard Development Permits are issued by the Public Works
Department at 701 West Markham Street and no fee collected for issuance. Contact
Vince Floriani in Public Works at 501-371-4823 or VFloriani(J@ ittlerock. fiov to
schedule an appointment for issuance or to answer any questions.
24. Will the existing gate on Valley Ranch Drive past Valley Ranch Cove blocking through
traffic approaching this subdivision be removed as part of this development?
25. One hundred (100) year flows shown on sheet "Preliminary Drainage Analysis"
submitted to staff shows the same flow for each drainage area of "207.2 CFS" which is
incorrect. These flows shall be corrected and revised that agree with "Table 1 Existing
Drainage Areas" on shown in the "Preliminary Plat Drainage Letter" and resubmitted
to staff for review.
26. How will the existing drainage be collected and conveyed coming off site from the
northwest flowing through proposed lots 209-227 as shown on sheet "Preliminary
Drainage Analysis"?
S File Number 5-1976
Lot 9 and a portion of Lot 8, Block 281, Original City of Little Rock — Replat 1516 Ringo Street
1. How and where will driveway access and off-street parking be accommodated for each
proposed lot?
S File Number 5-1977
Lots 2R and 3R, Block 12, Kimball South Park Addition — Replat 2909 S. State Street
1. No comments.
Z File Number Z-7812-C
The Islamic Center of LR West — Revised PD-R 14900 Kanis Road
1. Contact Planning and Development Dept., Engineering Division at 501-371-4817 or at
501-918-5348 for inspections of any work in the public right-of-way prior to placement
of concrete or asphalt or for on -site clarification of requirements prior to commencing
work. Failure to do so can result in removal of any improperly placed concrete or asphalt
at the expense of the owner or contractor.
2. The Department requires three (3) phase sediment and erosion control (SEC) plans to be
submitted for all construction projects showing best management practices (BMPs) for
mitigating sediment runoff and erosion along with vegetation specifications for
temporary and permanent soil stabilization. Phase 1 SEC plans shall show SEC BMPs
during the stripping, clearing, grubbing, and rough grading of the site. Phase 2 SEC plans
shall show SEC BMPs during construction of utilities, buildings, roadway infrastructure
and drainage infrastructure. Phase 3 SEC Plans shall show SEC BMPs for final grading,
seeding, and landscaping of the site.Sediment and Erosion Control plans shall also show
the pertinent information as outlined in ADEQ ARR150000 Permit Part II section A-4-
H (1-14) and Part II section A-4-1-2 (A-B).
3. A drainage study showing all hydrologic calculations for the site and all hydraulic
calculations for the proposed storm sewer pipe system, swales and ditches, detention
ponds, outlet structures, and inlets is required per City's stormwater management and
drainage manual. For final drainage report, sign, date, and seal the report per AR State
Board of Professional Engineers and Professional Surveyors rules Article 12, Section
B (1) (a). Provide engineer's certification statement saying this drainage report was
conducted by yourself or directly under your supervision and attesting to the accuracy
of the information within this report.
4. Damage to public and private property due to hauling operations or operations of
construction related equipment from a construction site shall be repaired by the
responsible party prior to the issuance of a certificate of occupancy.
5. Submit an updated and revised traffic impact study (TIA) showing the additional,
projected traffic expected to be generated by the proposed development. TIA should show
the following: 1. an evaluation of the existing traffic conditions in the vicinity of the
proposed site 2. an analysis of projected traffic volumes entering and exiting the proposed
development at the nearby access drives and intersections used to serve the site 3. Identify
the effects of traffic operations for the existing traffic in combination with site -generated
traffic associated with the proposed development 4. evaluate traffic operations for the
study intersections and access drives that will serve the site and make recommendations
for mitigative improvements which may be necessary and appropriate for safe and
acceptable traffic operations 5. Assess the adequacy of the site to accommodate projected
drive-thru traffic via queueing analysis.
6. At a minimum, a new center left turn lane is required by staff to be striped and signed on
Kanis Road along the development's property frontage to allow for school traffic turning
left into the site to queue without impeding through traffic flow on Kanis Road. Any
additional improvements required on Kanis Road for the anticipated school traffic to
necessitate efficient and safe traffic operations within this area will be determined by the
updated and revised traffic impact study with Department staff concurrence.
7. Provide accessible route from the public right of way to the proposed building entrance in
accordance with 2021 Arkansas Fire Prevention Code Section 1104.1.
8. Per Appendix D in the 2021 AR Fire Prevention Code, 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. Accepted turnaround provisions per the code are a
ninety-six (96) foot diameter cul-de-sac, a sixty (60) foot "Y" or a one hundred twenty
(120) foot hammerhead. Proposed alternatives to the accepted turnaround provisions
will be required to be approved by the Fire Chief.
Z File Number Z-10004
Kaufman Development, LLC Hotel —PD-C
Road
1222-1226 Kaufman
1. Contact Planning and Development Dept., Engineering Division at 501-371-4817 or at
501-918-5348 for inspections of any work in the public right-of-way prior to placement
of concrete or asphalt or for on -site clarification of requirements prior to commencing
work. Failure to do so can result in removal of any improperly placed concrete or
asphalt at the expense of the owner or contractor.
2. Any work involving one (1) or more acres of disturbed area requires a State of Arkansas
NPDES permit. Contact the Arkansas Department of Environmental Quality, NPDES
branch at 501-682-0744 for applications and information about General Stormwater
Discharge Construction Permit #ARR150000.
3. A grading permit must be obtained prior to initiation of work. Grading permits are
issued by the Planning and Development Dept. at 723 West Markham Street after
approval of sediment and erosion control plans, grading and drainage plans, land
survey, drainage study, and soil loss calculations per City's stormwater management
and drainage manual. Contact Planning and Development Dept., Engineering Division
at 501-371-4817 or at 501-918-5348 or Permits 0)littlerock.gov to schedule an
appointment for issuance or to answer any questions. Permit cost is based on total
project area at $100.00 for the less than '/2 acre, $200.00 for '/z to 1 acre, and $200.00
for the first acre and $100.00 for each additional acre for project greater than 1 acre.
4. The Department requires three (3) phase sediment and erosion control (SEC) plans to
be submitted for all construction projects showing best management practices (BMPs)
for mitigating sediment runoff and erosion along with vegetation specifications for
temporary and permanent soil stabilization. Phase 1 SEC plans shall show SEC BMPs
during the stripping, clearing, grubbing, and rough grading of the site. Phase 2 SEC
plans shall show SEC BMPs during construction of utilities, buildings, roadway
infrastructure and drainage infrastructure. Phase 3 SEC Plans shall show SEC BMPs
for final grading, seeding, and landscaping of the site.
5. Sediment and Erosion Control plans shall also show the pertinent information as
outlined in ADEQ ARR150000 Permit Part II section A-4-H (1-14) and Part Il section
A-4-I-2 (A-B).
6. Per City Rev. Code 29-99, stormwater detention for developments is required. Provide
stormwater detention infrastructure to satisfy this requirement.
7. Per City Code 31-434, a 50% maintenance bond for all street and stormwater
infrastructure constructed within the public right of way shall be submitted to
Department engineering staff prior to recording the final plat. Before the 50%
maintenance bond can be accepted, a contract unit bid price for every street and
stormwater infrastructure construction item within the public right of way shall be
submitted to Department engineering staff for review and approval.
8. Per City Code 31-117, as built stormwater drainage infrastructure information/data
shall be submitted prior to recording of the final plat. This information shall include
but not limited to: pipe inverts, length of pipe, size of pipe, type of pipe, and type of
inlets.
9. Department engineering staff are required to perform a final inspection of all street and
stormwater infrastructure construction within the public right of way. City maintenance
of the street and stormwater drainage infrastructure within the public right of way cannot
officially begin until final acceptance by Department engineering staff. This needs to
be completed and accepted by Department engineering staff prior to recording of the
final plat.
10. A drainage study showing all hydrologic calculations for the site and all hydraulic
calculations for the proposed storm sewer pipe system, swales and ditches, detention
ponds, outlet structures, and inlets is required per City's stormwater management and
drainage manual. For final drainage report, sign, date, and seal the report per AR State
Board of Professional Engineers and Professional Surveyors rules Article 12, Section
B (1) (a). Provide engineer's certification statement saying this drainage report was
conducted by yourself or directly under your supervision and attesting to the accuracy
of the information within this report.
11. Street design standards shall comply with the latest version of the AASHTO A Policy
on Geometric Design of Highways and Streets, City's Master Street Plan (2018), and
City's Standard Details for street and drainage facilities improvements (2015).
12. Street stormwater and detention infrastructure design standards shall comply with the
City's Stormwater Management and Drainage Manual (2016) including City Code
Chapters 29, 30, and 31.
13. Street pavement, sidewalks, curb and gutter, curb inlets, junction boxes, accessible
ramps, and storm sewer infrastructure shall comply with City's specifications for
construction as outlined in City Code Chapters 30.
14. Damage to public and private property due to hauling operations or operations of
construction related equipment from a construction site shall be repaired by the
responsible party prior to the issuance of a certificate of occupancy.
15. Kaufman Road is considered a commercial street which has a collector street standard
per City's current master street plan. Therefore, per City's boundary street ordinance,
construction of boundary street improvements along property's frontage per collector
street standard and dedication of additional right of way per master street plan is
required. Total right of way dedication required is thirty (30) feet from street centerline.
Additional right of way dedicated from the centerline of right of way more than thirty
(30) feet may be required by Department staff depending on the location of the
centerline of the street in relation to the centerline of the right of way if both centerlines
do not coincide currently for Kaufman Road.
16. Boundary street improvements are required per master street plan. Boundary street
improvements shall include, but not be limited to, reconstruction of one-half section of
the abutting street if the existing street is not up to city standards. Repair, replace, or
extend existing damaged, missing, and noncompliant curb and gutter, sidewalk, access
ramps or concrete driveway aprons within the public right-of-way adjacent to the
site. Remove abandoned driveway cuts and replace with curb, gutter, and sidewalk. All
work within the public right-of-way shall conform to City of Little Rock Public Works
Standard Details and ADA guidelines.
17. Submit a clearer, more legible site plan and survey for staff's review.
18. Provide accessible route from the public right of way to the proposed building entrance
in accordance with 2021 Arkansas Fire Prevention Code Section 1104.1.
19. Per AR State Fire Prevention Code Chapter 11, Section 1101.2 Design, "Building and
facilities shall be designed and constructed to be accessible in accordance with this code
and ICC Al17.1." Per ICC Al17.1 Chapter 5 Section 502.2 Vehicle space size "Car
parking spaces shall be 96 inches (2440 mm) minimum in width. Van parking spaces
shall be 132 inches (3355 mm) minimum in width." Exception: Where the adjacent aisle
is 96 inches (2440 mm) in width, van parking spaces shall be 96 inches (2440 mm) in
width." The 96 inches width is an exception, not the standard width for a van accessible
parking stall which is 132 inches or 11 feet. Department staff would have to approve the
exception to allow the 96 inches width for the van accessible stall. In this case,
Department staff denies the exception. Revise the van accessible stall to show it's 11 feet
minimum wide.
Z File Number Z-10012
Taylor Loop Luxury Townhomes —PD-R
14215 Taylor Loop Road
1. Contact Planning and Development Dept., Engineering Division at 501-371-4817 or at
501-918-5348 for inspections of any work in the public right-of-way prior to placement
of concrete or asphalt or for on -site clarification of requirements prior to commencing
work. Failure to do so can result in removal of any improperly placed concrete or
asphalt at the expense of the owner or contractor.
2. Private street access is proposed for this property. In accordance with Little Rock Code
Section 31-207, private streets must be designed and constructed to public street
standards per City Code Chapters 29, 30, 31 and Little Rock's Master Street Plan.
3. Proposed private street shall designed and constructed to meet the local street standards
per Little Rock's Master Street Plan. This standard requires sidewalk on one side of
the street and a total width of twenty-six (26) feet from back of curb to back of curb.
What is being proposed is a minor residential street standard. If this is true, then
clarification for Department staff and the Planning Commission is required to be
provided showing what residential street standard is being proposed for this subdivision
for consideration. Is it a minor residential or local street standard being proposed for
the private street?
4. Any work involving one (1) or more acres of disturbed area requires a State of Arkansas
NPDES permit. Contact the Arkansas Department of Environmental Quality, NPDES
branch at 501-682-0744 for applications and information about General Stormwater
Discharge Construction Permit #ARR150000.
5. A grading permit must be obtained prior to initiation of work. Grading permits are
issued by the Planning and Development Dept. at 723 West Markham Street after
approval of sediment and erosion control plans, grading and drainage plans, land
survey, drainage study, and soil loss calculations per City's stormwater management
and drainage manual. Contact Planning and Development Dept., Engineering Division
at 501-371-4817 or at 501-918-5348 or Permits@] ittlerock.gov to schedule an
appointment for issuance or to answer any questions. Permit cost is based on total
project area at $100.00 for the less than '/z acre, $200.00 for '/2 to 1 acre, and $200.00
for the first acre and $100.00 for each additional acre for project greater than 1 acre.
6. The Department requires three (3) phase sediment and erosion control (SEC) plans to
be submitted for all construction projects showing best management practices (BMPs)
for mitigating sediment runoff and erosion along with vegetation specifications for
temporary and permanent soil stabilization. Phase 1 SEC plans shall show SEC BMPs
during the stripping, clearing, grubbing, and rough grading of the site. Phase 2 SEC
plans shall show SEC BMPs during construction of utilities, buildings, roadway
infrastructure and drainage infrastructure. Phase 3 SEC Plans shall show SEC BMPs
for final grading, seeding, and landscaping of the site.
7. Sediment and Erosion Control plans shall also show the pertinent information as
outlined in ADEQ ARR150000 Permit Part II section A-4-H (1-14) and Part II section
A-4-I-2 (A-B).
8. Where is the proposed stormwater detention infrastructure? Per City Rev. Code 29-99,
stormwater detention for developments is required. Provide stormwater detention
infrastructure to satisfy this requirement.
9. Per City Code 31-434, a 50% maintenance bond for all street and stormwater
infrastructure constructed within the public right of way shall be submitted to
Department engineering staff prior to recording the final plat. Before the 50%
maintenance bond can be accepted, a contract unit bid price for every street and
stormwater infrastructure construction item within the public right of way shall be
submitted to Department engineering staff for review and approval.
10. Per City Code 31-117, as built stormwater drainage infrastructure information/data
shall be submitted prior to recording of the final plat. This information shall include
but not limited to: pipe inverts, length of pipe, size of pipe, type of pipe, and type of
inlets.
11. Per City Rev. Code 31-403 the Department requires street lighting plans to be submitted
to the Department for review and approval before filing and recording of the final plat
for the subdivision. The street lighting plans required shall include conduit and
pull/junction box locations, street luminaire locations and mounting heights, wire sizes,
current photometric data for the proposed fixtures, and subdivision street photometrics
using the proposed fixtures that meet AASHTO Roadway Lighting Design Guide
standards.
12. Department engineering staff are required to perform a final inspection of all street and
stormwater infrastructure construction within the public right of way. City maintenance
of the street and stormwater drainage infrastructure within the public right of way cannot
officially begin until final acceptance by Department engineering staff. This needs to
be completed and accepted by Department engineering staff prior to recording of the
final plat.
13. A drainage study showing all hydrologic calculations for the site and all hydraulic
calculations for the proposed storm sewer pipe system, swales and ditches, detention
ponds, outlet structures, and inlets is required per City's stormwater management and
drainage manual. For final drainage report, sign, date, and seal the report per AR State
Board of Professional Engineers and Professional Surveyors rules Article 12, Section
B (1) (a). Provide engineer's certification statement saying this drainage report was
conducted by yourself or directly under your supervision and attesting to the accuracy
of the information within this report.
14. Street design standards shall comply with the latest version of the AASHTO A Policy
on Geometric Design of Highways and Streets, City's Master Street Plan (2018), and
City's Standard Details for street and drainage facilities improvements (2015).
15. Street stormwater and detention infrastructure design standards shall comply with the
City's Stormwater Management and Drainage Manual (2016) including City Code
Chapters 29, 30, and 31.
16. Street pavement, sidewalks, curb and gutter, curb inlets, junction boxes, accessible
ramps, and storm sewer infrastructure shall comply with City's specifications for
construction as outlined in City Code Chapters 30.
17. Damage to public and private property due to hauling operations or operations of
construction related equipment from a construction site shall be repaired by the
responsible party prior to the issuance of a certificate of occupancy.
18. Per City Code Sec. 31-234 for zero -lot -line residential lots, submission of a preliminary
plat in addition to a site plan to Department staff for review is required. Submit a
preliminary plat per City Code Sec. 31-89 and 31-90 requirements for review.
19. Per City Code 31-89 (5) for a preliminary plat, a storm drainage preliminary analysis is
required showing drainage data for all watercourses entering and leaving the plat
boundaries. The storm drainage analysis shall be prepared in sufficient detail to illustrate
the proposed system's capability of accommodating storm events as required by the
stormwater management and drainage manual. The preliminary plat shall also show
drainage arrows indicating how drainage arrives at the site and drainage arrows how it
leaves the site post development. Indicate where the storm sewer pipes are located
within the development also. Additionally, provide profile and cross -sectional views of
the detention structure outlet/spillway. Delineation of the drainage areas pre and post
construction with respective discharges via rational method shall also be shown. The
preliminary plat shall also contain all information as outlined in City Code 31-89.
20. Show proposed driveway locations and dimensions on site plans.
21. Per Appendix D in the 2021 AR Fire Prevention Code, 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. Accepted turnaround provisions per the code are a
ninety-six (96) foot diameter cul-de-sac, a sixty (60) foot "Y" or a one hundred twenty
(120) foot hammerhead. Proposed alternatives to the accepted turnaround provisions
will be required to be approved by the Fire Chief.
To: Debra Strafford
Date: May 20,2024
From: Fire Marshal Derek Ingram and Captain Tony Rhodes
July 11, 2024 Planning Commission Agenda Items
Comment for the following Locations:
S-1953-A Romero Addition - Preliminary Plat Northwest Corner of Chicot Road
& Bunch Road
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2021
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2021 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Dead Ends.
Maintain fire apparatus access roads at dead end locations as per Appendix D of the
2021 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that 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 -Family Residential Developments
As per Appendix D, Section D106.1 of the 2021 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 2021 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.
One- or Two -Family Residential Developments._
As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or
Two -Family dwelling residential developments. Developments of one- or two-family
dwellings where the number of dwelling units exceeds 30 shall be provided with two separate
and approved fire apparatus access roads, and shall meet the requirements of Section D104.3.
Exceptions:
1. Where there are more than 30 dwelling units on a single public or private fire
apparatus access road and al dwelling units are equipped throughout with an
approved automatic sprinkler system in accordance with Section 903.3.1.1,
903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall
not be required.
2. The number of dwelling units on a single fire apparatus access road shall not be
increased unless fire apparatus access roads will connect with future development,
as determined by the fire code official.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2021 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Jason Lowder 501-377-
1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire
Marshal Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table
C105.1.
S-1965-A Tract 1A zorback S uare Shopping Center- Revised Replat 2500
Cantrell Road ILL �� �P �� '-0f &C-(—
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 202
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2021 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus
access roads as per Appendix D of the 2021 Arkansas Fire Prevention Code Vol. 1
Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities
exceeding 30 feet or three stories in height shall have at least two means of fire apparatus
access for each structure.
Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having
a gross building area of more than 62,000 square feet shall be provide with two separate and
approved fire apparatus access roads.
Exception: Projects having a gross building area of up to 124,000 square feet that have
a single approved fire apparatus access road when all building are equipped throughout
with approved automatic sprinkler systems.
D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed
a distance apart equal to not less than one half of the length of the maximum overall diagonal
dimension of the lot or area to be served, measured in a straight line between accesses.
30' Tall Buiidin CIS - Maintain aerial fine apparatus access roads as per Appendix D of
the 2021 Arkansas Fire Prevention Code Vol. 1 Section D105.1 — D105.4
D105.1 Where Required. Where the vertical distance between the grade plane and the
highest roof surface 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
2021 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that 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 2021 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Jason Lowder 501-377-
1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire
Marshal Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table
C105.1.
5-1975 Mountain Brook Subdivision - Preliminary Plat Northeast Corner of
Valley Ranch Drive & Patrick Country Road
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2021
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2021 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Dead Ends.
Maintain fire apparatus access roads at dead end locations as per Appendix D of the
2021 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that 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.
One- or Two -Family Residential Developments.
As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or
Two -Family dwelling residential developments. Developments of one- or two-family
dwellings where the number of dwelling units exceeds 30 shall be provided with two separate
and approved fire apparatus access roads, and shall meet the requirements of Section D104.3.
Exceptions:
1. Where there are more than 30 dwelling units on a single public or private fire
apparatus access road and al dwelling units are equipped throughout with an
approved automatic sprinkler system in accordance with Section 903.3.1.1,
903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall
not be required.
2. The number of dwelling units on a single fire apparatus access road shall not be
increased unless fire apparatus access roads will connect with future development,
as determined by the fire code official.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2021 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Jason Lowder 501-377-
1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire
Marshal Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table
C105.1.
S-1976 Lot 9 and a portion of Lot 8, Block 281, Original City of Little Rock —
Replat 1516 S. Ringo Street
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2021
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2021 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2021 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Jason Lowder 501-377-
1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire
Marshal Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table
C105.1.
S-1977 Lots 2R & 3R, Block 12, Kimball South Park Addition — Replat 2909 S.
State Street
No Comments
Z-10005 Patterson STR-1- Special Use Permit 1617 S. Battery Street
Life Safety Inspection
Z-10008 Beyond Boundaries (5) Group Home - Special Use Permit 13006
Lemoncrest Lane
Life Safety Inspection
Z-10009 Xcited Riverdale Mini -Warehouses- Conditional Use Permit
Cantrell Road
Maintain Access: l zly
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2021
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2021 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus
access roads as per Appendix D of the 2021 Arkansas Fire Prevention Code Vol. 1
Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities
exceeding 30 feet or three stories in height shall have at least two means of fire apparatus
access for each structure.
Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having
a gross building area of more than 62,000 square feet shall be provide with two separate and
approved fire apparatus access roads.
Exception: Projects having a gross building area of up to 124,000 square feet that have
a single approved fire apparatus access road when all building are equipped throughout
with approved automatic sprinkler systems.
D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed
a distance apart equal to not less than one half of the length of the maximum overall diagonal
dimension of the lot or area to be served, measured in a straight line between accesses.
30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of
the 2021 Arkansas Fire Prevention Code Vol. 1 Section D105.1 — D105.4
D105.1 Where Required. Where the vertical distance between the grade plane and the
highest roof surface 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 2021 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Jason Lowder 501-377-
1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire
Marshal Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table
C105.1.
Z-10010 Rezoning From R-2 to 1-1, MF-12, and OS West of 5224 Stagecoach
Road
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2021
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2021 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus
access roads as per Appendix D of the 2021 Arkansas Fire Prevention Code Vol. 1
Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities
exceeding 30 feet or three stories in height shall have at least two means of fire apparatus
access for each structure.
Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having
a gross building area of more than 62,000 square feet shall be provide with two separate and
approved fire apparatus access roads.
Exception: Projects having a gross building area of up to 124,000 square feet that have
a single approved fire apparatus access road when all building are equipped throughout
with approved automatic sprinkler systems.
D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed
a distance apart equal to not less than one half of the length of the maximum overall diagonal
dimension of the lot or area to be served, measured in a straight line between accesses.
30' Tall Buildin S - Maintain aerial fire apparatus access roads as per Appendix D of
the 2021 Arkansas Fire Prevention Code Vol. 1 Section D105.1 — D105.4
D105.1 Where Required. Where the vertical distance between the grade plane and the
highest roof surface 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
2021 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
10. Minimum gate width shall be 20 feet.
11. Gates shall be of swinging or sliding type.
12. Construction of gates shall be of material that allow manual operation by one person.
13. Gate components shall be maintained in an operable condition at all times and replaces
or repaired when defective.
14. 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.
15. 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.
16. Locking device specifications shall be submitted for approval \by the fire code official
17. Electric gate operators, where provided, shall be listed in accordance with UL 325.
18. Gates, intended for automatic operation shall be designed, constructed and installed to
comply with requirements of ASTM F 2200.
Multi -Family Residential Developments
As per Appendix D, Section D106.1 of the 2021 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 2021 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.
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:
3. 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.
4. The number of dwelling units on a single fire apparatus access road shall not be
increased unless fire apparatus access roads will connect with future development,
as determined by the fire code official.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2021 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Jason Lowder 501-377-
1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire
Marshal Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table
C105.1.
Z-10011 Rezoning from R-2 to C-3 3 Pine
Mountain Road
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2021
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2021 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Commercial and Industrial Developments -- 2 means of access. - Maintain fire apparatus
access roads as per Appendix D of the 2021 Arkansas Fire Prevention Code Vol. 1
Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities
exceeding 30 feet or three stories in height shall have at least two means of fire apparatus
access for each structure.
Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having
a gross building area of more than 62,000 square feet shall be provide with two separate and
approved fire apparatus access roads.
Exception: Projects having a gross building area of up to 124,000 square feet that have
a single approved fire apparatus access road when all building are equipped throughout
with approved automatic sprinkler systems.
D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed
a distance apart equal to not less than one half of the length of the maximum overall diagonal
dimension of the lot or area to be served, measured in a straight line between accesses.
30' Tail BuiIdin s - Maintain aerial fire apparatus access roads as per Appendix D of
the 2021 Arkansas Fire Prevention Code Vol. 1 Section D105.1 — D105.4
D105.1 Where Required. Where the vertical distance between the grade plane and the
highest roof surface 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
2021 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that 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 2021 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Jason Lowder 501-377-
1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire
Marshal Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table
C105.1.
Z-3612-B Sherman Holdings - PCD 10120 N. Rodney
Parham Road
Commercial and Industrial Developments -- 2 means of access. - Maintain fire apparatus
access roads as per Appendix D of the 2021 Arkansas Fire Prevention Code Vol. 1
Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities
exceeding 30 feet or three stories in height shall have at least two means of fire apparatus
access for each structure.
Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having
a gross building area of more than 62,000 square feet shall be provide with two separate and
approved fire apparatus access roads.
Exception: Projects having a gross building area of up to 124,000 square feet that have
a single approved fire apparatus access road when all building are equipped throughout
with approved automatic sprinkler systems.
D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed
a distance apart equal to not less than one half of the length of the maximum overall diagonal
dimension of the lot or area to be served, measured in a straight line between accesses.
30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of
the 2021 Arkansas Fire Prevention Code Vol. 1 Section D105.1 — D105.4
D105.1 Where Required. Where the vertical distance between the grade plane and the
highest roof surface 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
2021 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that 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 2021 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Jason Lowder 501-377-
1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire
Marshal Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table
C105.1.
Z-5239-J Our House - Revised POD 302 E. Roosevelt
Road
Commercial and Industrial Developments_ - 2 means of access. - Maintain fire apparatus
access roads as per Appendix D of the 2021 Arkansas Fire Prevention Code Vol. 1
Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities
exceeding 30 feet or three stories in height shall have at least two means of fire apparatus
access for each structure.
Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having
a gross building area of more than 62,000 square feet shall be provide with two separate and
approved fire apparatus access roads.
Exception: Projects having a gross building area of up to 124,000 square feet that have
a single approved fire apparatus access road when all building are equipped throughout
with approved automatic sprinkler systems.
D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed
a distance apart equal to not less than one half of the length of the maximum overall diagonal
dimension of the lot or area to be served, measured in a straight line between accesses.
30" Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of
the 2021 Arkansas Fire Prevention Code Vol. 1 Section D105.1 — D105.4
D105.1 Where Required. Where the vertical distance between the grade plane and the
highest roof surface 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.
0105.4 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
2021 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that 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 2021 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Jason Lowder 501-377-
1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire
Marshal Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table
C105.1.
Z-7812-CThe Islamic Center of LR West - Revised PD-R 14900 Kanis Road
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2021
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2021 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus
access roads as per Appendix D of the 2021 Arkansas Fire Prevention Code Vol. 1
Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities
exceeding 30 feet or three stories in height shall have at least two means of fire apparatus
access for each structure.
Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having
a gross building area of more than 62,000 square feet shall be provide with two separate and
approved fire apparatus access roads.
Exception: Projects having a gross building area of up to 124,000 square feet that have
a single approved fire apparatus access road when all building are equipped throughout
with approved automatic sprinkler systems.
D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed
a distance apart equal to not less than one half of the length of the maximum overall diagonal
dimension of the lot or area to be served, measured in a straight line between accesses.
30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of
the 2021 Arkansas Fire Prevention Code Vol. 1 Section D105.1 — D105.4
D105.1 Where Required. Where the vertical distance between the grade plane and the
highest roof surface 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
2021 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that 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 2021 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Jason Lowder 501-377-
1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire
Marshal Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table
C105.1.
Z-9955-A Okoa I a Auto Sales- PD-C 1417 W. Roosevelt Road
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2021
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2021 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or potions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus
access roads as per Appendix D of the 2021 Arkansas Fire Prevention Code Vol. 1
Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities
exceeding 30 feet or three stories in height shall have at least two means of fire apparatus
access for each structure.
Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having
a gross building area of more than 62,000 square feet shall be provide with two separate and
approved fire apparatus access roads.
Exception: Projects having a gross building area of up to 124,000 square feet that have
a single approved fire apparatus access road when all building are equipped throughout
with approved automatic sprinkler systems.
D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed
a distance apart equal to not less than one half of the length of the maximum overall diagonal
dimension of the lot or area to be served, measured in a straight line between accesses.
30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of
the 2021 Arkansas Fire Prevention Code Vol. 1 Section D105.1 — D105.4
D105.1 Where Required. Where the vertical distance between the grade plane and the
highest roof surface 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
2021 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that 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 2021 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Jason Lowder 501-377-
1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire
Marshal Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table
C105.1.
Z-10004 Kaufman Development, LLC Hotel - PD-C 1222-1226 Kaufman Road
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2021
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2021 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus
access roads as per Appendix D of the 2021 Arkansas Fire Prevention Code Vol. 1
Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities
exceeding 30 feet or three stories in height shall have at least two means of fire apparatus
access for each structure.
Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having
a gross building area of more than 62,000 square feet shall be provide with two separate and
approved fire apparatus access roads.
Exception: Projects having a gross building area of up to 124,000 square feet that have
a single approved fire apparatus access road when all building are equipped throughout
with approved automatic sprinkler systems.
D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed
a distance apart equal to not less than one half of the length of the maximum overall diagonal
dimension of the lot or area to be served, measured in a straight line between accesses.
30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of
the 2021 Arkansas Fire Prevention Code Vol. 1 Section D105.1 — D105.4
D105.1 Where Required. Where the vertical distance between the grade plane and the
highest roof surface 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
2021 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that 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 2021 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Jason Lowder 501-377-
1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire
Marshal Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table
C105.1.
Z-10007 ALRM Little Rock - PD-R 3301 W.
Capitol Avenue
No Comments
Z-10012 Ta for Loop LuxurV Townhomes - PD-R 14215 Taylor Loop Road
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2021
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2021 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loadina
Maintain fire apparatus access road design as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Dead Ends.
Maintain fire apparatus access roads at dead end locations as per Appendix D of the
2021 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2021 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
19. Minimum gate width shall be 20 feet.
20. Gates shall be of swinging or sliding type.
21. Construction of gates shall be of material that allow manual operation by one person.
22. Gate components shall be maintained in an operable condition at all times and replaces
or repaired when defective.
23. 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.
24. 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.
25. Locking device specifications shall be submitted for approval \by the fire code official
26. Electric gate operators, where provided, shall be listed in accordance with UL 325.
27. Gates, intended for automatic operation shall be designed, constructed and installed to
comply with requirements of ASTM F 2200.
Multi -Family Residential Developments
As per Appendix D, Section D106.1 of the 2021 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 2021 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.
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:
5. 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.
6. The number of dwelling units on a single fire apparatus access road shall not be
increased unless fire apparatus access roads will connect with future development,
as determined by the fire code official.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2021 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Jason Lowder 501-377-
1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire
Marshal Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table
C105.1.
S-1953-A PRELIMINARY PLAT - NO OBJECTIONS; All Central Arkansas Water
requirements in effect at the time of request for water service must be met.
5-1965-A PRELIMINARY PLAT - NO OBJECTIONS; All Central Arkansas Water 4j(,P�
requirements in effect at the time of request for water service must be met.
5-1975 PRELIMINARY PLAT - 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
5-1976 REPLAT SURVEY - NO OBJECTIONS; All Central Arkansas Water requirements in
effect at the time of request for water service must be met.
Z-10004 SITE PLAN — PD — C — CAW CANNOT COMMENT ON THIS TIME DUE TO NO
SITE UTILITY DRAWING WAS SUBMITTED
Z-10004 SURVEY — PD — C - NO OBJECTIONS; All Central Arkansas Water requirements in
effect at the time of request for water service must be met.
Z-10005 SURVEY — SUP - NO OBJECTIONS; All Central Arkansas Water requirements in
effect at the time of request for water service must be met.
Z-10009 SITE PLAN —CUP -NO OBJECTIONS; All Central Arkansas Water requirements in]61
effect at the time of request for water service must be met. i/
Z-10009 SURVEY — CUP - NO OBJECTIONS; All Central Arkansas Water requirements in
effect at the time of request for water service must be met.
Z-10010 SURVEY - REZONING — NO OBJECTIONS; All Central Arkansas Water
requirements in effect at the time of request for water service must be met.
Z-10011 SURVEY - REZONING — NO OBJECTIONS; All Central Arkansas Water
requirements in effect at the time of request for water service must be met.
Z-10012 SITE PLAN — PD-R - All Central Arkansas Water requirements in effect at the time of
request for water service must be met.
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
Contact Central Arkansas Water regarding the size and location of the water meter.
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.
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.
Z-10012 SURVEY — PD-R - NO OBJECTIONS; All Central Arkansas Water requirements in
effect at the time of request for water service must be met.
Z-1977 REPLAT SITE PLAN - CAW CANNOT COMMENT ON THIS TIME DUE TO NO
SITE UTILITY DRAWING WAS SUBMITTED
Z-3612-B SURVEY — PCD - NO OBJECTIONS; All Central Arkansas Water requirements in
effect at the time of request for water service must be met.
Z-5239-J OVERHEAD — REVISED — Please include all existing water utilities that are currently
in service.
Z-5239-J SITE PLAN — REVISED - Please include all existing water utilities that are currently
in service.
Z — 71812 — C BOUNDRY SURVEY — REVISED PD-R — Central Arkansas Water cannot
approve at this time, please include existing CAW Easement.
Z — 71812 — C SITE PLAN — REVISED PD-R — Central Arkansas Water cannot approve at this
time, please include existing CAW Easement.
Z-9955 SITE PLAN — PD-C - NO OBJECTIONS; All Central Arkansas Water requirements in
effect at the time of request for water service must be met.
Z-9955 SURVEY — PD-C - NO OBJECTIONS; All Central Arkansas Water requirements in
effect at the time of request for water service must be met.