HomeMy WebLinkAboutResponse to Comments 071724City of Little Rock Planning and Development
Planning Commission Hearing/August 8, 2024
Applicant Comments for Proposed Development
Applicant Responses are due no later than Tuesday, July 16, 2024. Please submit
revised site plans, if applicable, along with any written responses. All documents
should be submitted to this email address for review.
RE: S-867-K (10)
Chenal Valley Phase 36 — Preliminary Plat
South of Chenal Parkway, West of Chenonceau Blvd.
Development Staff Comments:
Provide revised site plan providing additional information as per attached check
list (Section 31-87).
1
7128122, 12:13 PM Little Rock, AR Code of Ordinances
Sec. 31-87. - Application form. �J4 7 — K 6 p)
The following information is to be included as supplemental information to the preliminary plat package.
These criteria may be submitted in an information format as part of the cover letter and shall be filed with
the required plat materials. They are:
(1) Proposed name and type of subdivision.
(2) Name and address of land owner with source of title. (Deed record book and page or
instrument number required.)
(3) Name and address of subdivider.
(4) Linear feet of internal streets.
(5) Average size of lots and minimum lot size.
(6) Number of lots.
(7) Applicable existing covenants, and the proposed covenants on the land.
(8) Proposed source of water supply.
(9) Proposed means of wastewater disposal.
(10) Request for variances, waivers, or deferrals. (Completion of variance and waiver request form
required.)
(11) Date of plat survey.
(Code 1961, § 37-18(a); Ord. No. 15,529, § 1e, 8-16-88; Ord. No. 15,988, § 4, 12-18-90; Ord. No. 16,861, §
1(aa), 3-21-95; Ord. No. 18,031, § 1(z), 6-1-99)
Sec. 31-88. -Vicinity map.
A vicinity map shall be filed. It shall cover an area within a radius of one-half mile of the proposed
subdivision at a scale of one (1) inch to two thousand (2,000) feet. The drawing shall generally locate arterial
streets, highways, section lines, railroads, schools, parks and other significant community facilities; and, if
possible, shall be incorporated on the preliminary plat.
(Code 1961, § 37-18(b))
Sec. 31-89. - Preliminary plat.
A preliminary plat shall be submitted in the number of copies as established by the planning staff. it shall
be clearly and legibly drawn and shall be submitted in a format as directed by the planning staff. Plat scale
shall be one (1) inch equals fifty (50) feet for plats up to and including ten (10) acres and one (1) inch equals
one hundred (100) feet for plats larger than ten (10) acres, except where a smaller scale may be deemed
appropriate by the staff. The preliminary plat shall be identified by the name of the subdivision, and shall
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• elow. The preliminary plat shall also be submitted in an electronic format
include all information listed b
compatible with equipment in the department of planning and development of the city. Data shall be in
Computer -Aided Design (CAD) compatible .DXF or .DWG (compatible with software available in the
department of planning and development of the city) format containing the information listed below:
(1) Contours shown at intervals of not more than five (5) feet for terrain with an average slope
exceeding ten (10) percent or more, and at an interval of two (2) feet for terrain with slopes
less than ten (10) percent. The source of the contours along with the source from which all
elevations were derived shall be clearly described.
(2) Proposed design including streets, alleys and sidewalks with proposed street names, lot lines
with approximate dimensions, service easements, land to be reserved or dedicated for public
uses and land to be used for purposes other than residential.
(3) Minimum building front yard setback lines for commercial or office, industrial, mobile home
park and residential subdivisions, and all setback lines for zero -lot -line, apartment and
townhouse development.
(4) Natural features within and surrounding proposed subdivision including drainage channels,
bodies of water, wooded areas and other significant features. On all watercourses leaving the
tract, the direction of flow shall be indicated, and for all watercourses entering the tract, the
drainage area above the point of entry shall be noted.
(5) The storm drainage preliminary analysis 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 b the stormwater management and drainage manual. sy r�
q y
(6) Date of survey, north point and graphic scale.
(7) Any portion of property within the floodway or the one -hundred -year floodplain, based upon
the federal insurance administration's national flood insurance program provided for and
adopted by the city.
(8) Features within and surrounding the proposed subdivision including existing and platted
streets, bridges, culverts, utility lines, pipelines, power transmission lines, all easements, park
areas, structures, city and county lines, section lines and other significant information.
(9) Preliminary %torni drainage plan incorporaUng proposed easemen
t imensions and typical
ditch sections. S4." e..` p
(10) Names of recorded subdivisions abutting the proposed subdivision, with plat book and page
number or instrument number.
(11) For residential plats, names of owners of unplatted tracts abutting the proposed subdivision
and the names of all owners of platted tracts in excess of two and one-half (21/2) acres.
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(12) For commercial plats, names of owners of all land contiguous to the proposed subdivision.
(13) The names of all owners of landlocked parcels contiguous to or within the plat boundaries.
(14) Boundary survey information of the tract shall be as follows:
a. Boundary lines shall be indicated by a heavy line.
b. Adjusted bearings and distances shall be shown on all boundary lines and ties to all
corners of record utilized. Where boundary lines are curves, sufficient curve data shall be
provided to adequately describe the curve. As a minimum, curve data for each curve shall
consist of radius, arc distance, delta angle and chord bearing and distance. Where
boundary lines are common with previously platted properties, record bearings and
distances shall also be shown.
c. Accurate locations and adequate physical descriptions of all monuments shall be shown
indicating size, type of material and construction thereof.
d. Metes and bounds legal description of the tract boundary.
(15) Zoning classifications within the plat and abutting areas.
(16) Municipal boundaries that pass through or abut the subdivision.
(17) Certifications that the plat has been surveyed and duly filed for record in the offices of the
state surveyor and the county circuit clerk and recorder within the last seven (7) years.
(18) A phasing plan outlining the boundaries for each phase. /"F-as v►-- 't-t- P/d
(Code 1961, § 37-18(d); Ord. No. 15,929, § 1( f), 9-4-90; Ord. No. 15,988, § 4, 12-18-90; Ord. No. 16,861, §
1(aa), (ss), 3-21-95; Ord. No. 18,031, § 1(j), ( ), 6-1-99; Ord. No. 18,902, § 1(m), 7-15-03; Ord. No. 21,867, § 1,
5-19-20) LLAaj
Sec. 31-90. - Engineering analysis.
An engineering analysis containing the following information shall be filed:
(1) At the option of the staff and where a street grade variance is being requested, the following
information shall be provided:
a. Street cross sections of all proposed streets at one -hundred -foot stations as follows:
1. On a line at right angles to the centerline of the street.
2. Elevation points shall be at the centerline of the street, each property line and points
twenty-five (25) feet inside each property line.
b. Street profiles showing existing and proposed elevations along centerlines of all roads
drawn at a horizontal scale of one hundred (100) feet to the inch and a vertical scale of
ten (10) feet to the inch, or as otherwise allowed by the public works department. Where
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required, such profiles shall be prepared by an engineer registered to practice in the
state.
(2) An analysis of all stormwater conveyance for the one hundred -year storm event onto, within,
and leaving the property to be provided to the staff for review. Such analysis shall be
prepared by the engineer of record at owner's expense. The analysis shall determine to the
best of the engineer's ability a safe building line, conveyance channels, and drainage
easements, and it shall be clearly and legibly drawn on the preliminary plat. A,"%", 1
(Code 1961 ; Ord. No. 17,697, § 3d, 3-17-98; Ord. No. 21,867, § 1, 5-19-20) Cf
§ 37-18(e)
Sec. 31-91. - Certificates.
Each preliminary plat submitted to the planning commission shall carry the following certificates as
appropriate:
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, . , hereby certify that this plat correctly represents a boundary survey made or verified by
me that all surveying requirements of the State of Arkansas and City of Little Rock Subdivision Rules and
Regulations have been complied with and filed for record as required.
Date of Execution
Name
Professional Surveyor
No.
Arkansas
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, ., hereby certify that this plat correctly represents a plat made by me, and that engineering
requirements of the Little Rock Subdivision Rules and Regulations have been complied with.
Signed,
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7N/22, 12:13 PM Little Rock, AR Code of urainanx;ea
Date of Execution Name, Registered
Engineer
No. _, Arkansas
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and
submittal to a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to
further provisions of said rules and regulations. This certificate shall expire
Date
Signed,
Date of Execution Name,
L.R. Planning
Commission
(Code 1961, § 37-18(e)(1); Ord. No. 15,929, § 1(g), 9-4-90; Ord. No. 16,341, § 1(qq), 1-19-93; Ord. No. 20,326, §
1(b), 9-21-10)
Sec. 31-92. - Fees. #- f / 3 00 r 0 CI
Filing fees for preliminary plats shall be as established by ordinance.
(Code 1961, § 37-18(e)(2))
Cross reference— Fees for subdivision applications, § 23-3.
Sec. 31-93. - Bill of assurance.
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Little Rock, AR Code of Ordinances
The draft submitted shall use the format provided within the sample draft provided by staff. This format
will ensure that the proposed bill of assurance separates those provisions required in the plat by ordinance
and those provisions desired by the developer.
(Code 1961, § 37-18(e)(3); Ord. No. 18,031, § 1(h), 6-1-99)
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LR City Comments 8/8/24
S-1428-G Preliminary Plat — An 8" water main connection from Sunshine Dr. to the existing 8" water
main along Waters Edge Dr., and a utility easement will need to be provided.
An 8" water main connection from Shady brook Dr. to the existing 8" water main along White Oak
Trails, and a utility easement will need to be provided.
All Central Arkansas Water requirements in effect at the time of request for water service must be
met.
CAW will need to perform hydraulic analysis to determine the water line sizes in the subdivision.
All Central Arkansas Water requirements in effect at the time of request for water service must be
met.
Please submit plans for water facilities to Central Arkansas Water for review. Plan revisions may be
required after additional review. Contact Central Arkansas Water regarding procedures for
installation of water facilities. Approval of plans by Central Arkansas Water, the Arkansas
Department of Health Engineering Division and Little Rock Fire Department is required.
Engineering Division and Little Rock Fire Department is required. If there are facilities that need to
be adjusted and/or relocated, contact Central Arkansas Water.
S-1888=E Prelimina Plat — A 72-inch raw water line crosses this site within a 50-foot wide waterline
easement in the middle of this property. Care must be taken to protect these water lines and any
appurtenances, such as access and air release vaults, or monumentation which may be in the
area. No signs, light poles, dumpster pads or other structures on foundations will be allowed within
the existing 50-foot waterline easement. Paved parking and driveways are allowed. Field
verification of the pipeline depth and location will need to be made by Central Arkansas Water.
Construction of the proposed improvements must be performed with materials and techniques
that will not harm or damage the pipelines or interfere with their operation. Due to the critical
nature of the 72-inch raw water line located near this grading please contact CAW at 501-594-5261,
24 hours prior to any work within the water line Right -of -Way.
S-867-K(10) Preliminary Plat — All Central Arkansas Water requirements in effect at the time of
request for water service must be met.
CAW will need to perform hydraulic analysis to determine the water line sizes in the subdivision.
All Central Arkansas Water requirements in effect at the time of request for water service must be
met.
Please submit plans for water facilities to Central Arkansas Water for review. Plan revisions maybe
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.
Engineering Division and Little Rock Fire Department is required. If there are facilities that need to
be adjusted and/or relocated, contact Central Arkansas Water.
A Capital Investment Charge based on the size of meter connection(s) will apply to this project in
addition to normal charges. This fee will apply to all connections including metered connections off
the private fire system. Vv -
Z-10014 Survey - NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of
request for water service must be met.
Z-10015 Survey - NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of
request for water service must be met.
Z-10019 Survey— NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of
roquost for water service must be met.
Z-10020 Survey- NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of
request for water service must be met
Z-10021 Replat - CAW CANNOT COMMENT ON THIS TIME DUE TO NO SITE UTILITY DRAWING WAS
SUBMITTED
Z-10022 Survey - CAW CANNOT COMMENT ON THIS TIME DUE TO NO SITE UTILITY DRAWING WAS
SUBMITTED
Z-10023 Survey - NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of
request for water service must be met
Z-10028-CUP - NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of
request for water service must be met
Z-2908 Survey— Site Plan — Could not locate survey on map to determine if there are existing CAW
easements.
Z-3371-1(3) Survey— Site Plan - Please include all existing water utilities that are currently
in service.
Z-5317-A Survey - NO OBJECTIONS; All Central Arkansas Water requirements in effect at the time of
request for water service must be met
Z-5959 — D Survey— Site Plan - 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-6426-C Survey - NO OBJECTIONS; ALL Central Arkansas Water requirements in effect at the time
of request for water service must be met
Civil Engineering Review Comments
❑ Board of Adjustment ❑x Planning Commission
Agenda Date: 8/08/2024
Z File Numbers Z-6426-C,10014,10015,10019, 10022,10028, 3371-I (3),10023, 5317-A, 5959-
D, 10020, 10021
1. No comments.
S File Number S-867-K (10)
Chenal Valley Phase 36 —Preliminary Plat South of Chenal Parkway, west of Chenonceau
lvd.
1. Contact Planning and Development Dept., Engineering Division at 501-371-4817 or at �r f
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 , 0
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 Permitsklittlerock.boy_ 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 Ilsection
tfi�
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 31-89 (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 asrequired
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 and curb
inlets are located within the development also. Additionally, provide profile and cross -
sectional views of the detention structure outlet/spillway and detention calculations for
the 25- and 100-year storm for the proposed detention pond/structure. 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 Sec. 31-89 and 31-90.
8.
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
1
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.
9.
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.
10.
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�Iu
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.
11.
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
ofthe 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.
12
A drainage study showing all hydrologic calculations for the site and all hydraulic
�a
calculations for the proposed storm sewer pipe system, swales and ditches, detention
- V
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.
13. 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).
14. Street stormwater and detention infrastructure design standards shall comply with the
City's Stonnwater Management and Drainage Manual (2016) including City Code
Chapters 29, 30, and 31.
15. 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.
16. 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.
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 L
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. Chenal Parkway is classified as a principal arterial for City's master street plan. l
Therefore, street d f b i
' per City's boundary street ordinance, construction of sree
p !�
improvements along property's northern frontage along Chenal Parkway for a principal
arterial standard and dedication of additional right of way per master street plan is
required. Total right of way dedication required is fifty-five (55) feet from street
centerline. Additional right of way dedicated from the centerline of right of way more
than fifty-five (55) 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 Chenal Parkway.
19. Due to the proposed addition of the fourth leg at the intersection of Chenal Parkway
and Chenonceau Blvd. and the future, projected vehicular traffic for this development,
construction of intersection improvements will be required by the developer to provide
a new westbound left turn lane with adequate storage length plus taper per AASHTO +v'
and MUTCD standards to improve intersection vehicular capacity, safety, and r �J
efficiency for traffic operations at the existing intersection. Submission of intersection
improvement plans by the developer to Department Engineering Division staff s
review and approval is required.
20. Modification of the existing traffic signal will be required also to provide a new traffic
signal pole with mast arm and new signals heads with associated equipment to provide
signal indications for the future development traffic to safely enter and exit the
development. Submission of traffic signal modification plans by the developer to
Department Engineering Division staff s review and approval is required.
21. Proposed 27 ft. typical section as shown on preliminary plat shows the back of sidewalk
to be right on the right of way line. Per City standard detail PW-22, there shall be a
minimum one (1) foot buffer between the back of sidewalk to the right of way line.
22. Proposed 27 ft. typical section as shown on preliminary plat shows a proposed three
(3) percent roadway cross slope. The City standard for roadway cross slope is two (2)
percent. Therefore, the proposed three (3) percent cross slope shall be reviewed by
Department Engineering Division staff in the future with submission of the roadway
construction plans and the drainage report by the developer. The proposed three (3)
percent cross slope on the typical section as shown on the preliminary plat cannot be
accepted by Department Engineering Division staff until the roadway construction
plans and drainage report are reviewed and approved in the future.
23. If approved by the Planning Commission, all horizontal curves/street radiuses
requested for a variance approval from the master street plan requirements within the V
proposed subdivision shall be signed per MUTCD requirements for the reduced design
speed.
S File Number S-1428-G
Waters Edge Phase 3 — Preliminary Plat North of Shady Brooke Dive
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@littleroLk.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.
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 Il section A-4-H (1-14) and Part llsection
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.
S File Number S-1888-E
Fletcher Valley Park — Preliminary Plat North of Kanis Road, West of Fletcher
Valley Drive
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 iN V
and drainage manual. Contact Planning and Development Dept., Engineering Division
at 501-371-4817 or at 501-918-5348 or Perm its&l ittlerock. og_v 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''/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 �] G
outlined in ADEQ ARR150000 Permit Part I1 section A-4-H (1-14) and Part Ilsection
A-4-1-2 (A-B). IV
6. Per City Rev. Code 29-99, stormwater detention for developments is required. Provide t
stormwater detention infrastructure to satisfy this requirement. W
7. 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 �]I
how it leaves the site post development. Indicate where the storm sewer pipes and curb
inlets are located within the development also. Additionally, provide profile and cross -
sectional views of the detention structure outlet/spillway and detention calculations for
the 25- and 100-year storm for the proposed detention pond/structure. 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 Sec. 31-89 and 31-90.
8. 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.
13 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.
10. 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
U41pull/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.
11. 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
V' be completed and accepted by Department engineering staff prior to recording of the
final plat.
12 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
lU !� 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.
l3. Street design standards shall comply with the latest version of the AASHTO A Policy
on Geometric Design of Highways and ;Sheets, City's Master Street Plan (2018), and
City's Standard Details for street and drainage facilities improvements (2015).
14. Street stormwater and detention infrastructure design standards shall comply with the
i
City's Stormwater Management and Drainage Manual (2016) including City Code
Chapters 29, 30, and 31.
15. Street pavement, sidewalks, curb and gutter, curb inlets, junction boxes, accessible
ramps, and storm sewer infrastructure shall comply with City's specifications for
t/ 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.
Z File Number Z-2908-E
JWJ Investments — PD-C
5914 W. 10 Street
1. Per City Code Sec. 36-516 (d) (1), "Bared and razor wire fences. For purposed of this
section the use of bared, concertina wire or other types of wire specifically designed to
inflict injury upon human contact is prohibited except when used at the top of fences at
least six (6) feet above grade enclosing business or manufacturing premises. When
such wire is used, it shall not extend outside the vertical plane of the enclosed property."
Therefore, the existing security fencing and gate with barbed wire along the southern
property line for this lot will be required to be in compliance with the City zoning code
for security fencing mentioned previously upon approval of the rezoning request by the
Planning Commission and the City Board of Directors.
To: Torrence Thrower
Date: June 25, 2024
From: Fire Marshal Derek Ingram and Captain Tony Rhodes
August 8, 2024 Planning Commission Agenda Items
Comment for the following Locations:
LA-2024-01 11.100 Kanis Road Land Alteration Variance-11
This item was not listed with documents
S-867-K(10) Chenal Valley Phase 36 — Preliminary Plat South of
Chenal Parkway, West of Chenonceau Blvd
LCJ jjrrJJ-//
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 "
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Dead Ends.
Maintain fire apparatus access roads at dead end locations as per Appendix D of the
2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that allow manual operation by one person.
4. Gate components shall be maintained in an operable condition at all times and replaces
or repaired when defective.
5. Electric gates shall be equipped with a means of opening the gate by fire department
personnel for emergency access. Emergency opening devices shall be approved by the
fire code official.
6. Manual opening gates shall not be locked with a padlock or chain and padlock unless
they are capable of being opened by means of forcible entry tools or when a key box
containing the keys to the lock is installed at the gate location.
7. Locking device specifications shall be submitted for approval \by the fire code official
8. Electric gate operators, where provided, shall be listed in accordance with UL 325.
9. Gates, intended for automatic operation shall be designed, constructed and installed to
comply with requirements of ASTM F 2200.
One- or Two -Family Residential Developments.
As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or
Two -Family dwelling residential developments. Developments of one- or two-family
dwellings where the number of dwelling units exceeds 30 shall be provided with two separate
and approved fire apparatus access roads, and shall meet the requirements of Section D104.3.
Exceptions:
1. Where there are more than 30 dwelling units on a single public or private fire
apparatus access road and al dwelling units are equipped throughout with an
approved automatic sprinkler system in accordance with Section 903.3.1.1,
903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall
not be required.
2. The number of dwelling units on a single fire apparatus access road shall not be
increased unless fire apparatus access roads will connect with future development,
as determined by the fire code official.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245)
and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire Marshal
Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table C105.1.
If you have any additional questions please contact our office.. Contact Capt. Tony
Rhodes at (501) 918-3757, or Fire Marshal Derek N Ingram (501) 918-3756.
S-1428-G Waters Edge Phase 3 — Preliminary Plat North of Shady
Brook Drive
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loadinq
Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Dead Ends.
Maintain fire apparatus access roads at dead end locations as per Appendix D of the
2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that allow manual operation by one person.
4. Gate components shall be maintained in an operable condition at all times and replaces
or repaired when defective.
5. Electric gates shall be equipped with a means of opening the gate by fire department
personnel for emergency access. Emergency opening devices shall be approved by the
fire code official.
6. Manual opening gates shall not be locked with a padlock or chain and padlock unless
they are capable of being opened by means of forcible entry tools or when a key box
containing the keys to the lock is installed at the gate location.
7. Locking device specifications shall be submitted for approval \by the fire code official
8. Electric gate operators, where provided, shall be listed in accordance with UL 325.
9. Gates, intended for automatic operation shall be designed, constructed and installed to
comply with requirements of ASTM F 2200.
One- or Two -Family Residential Developments.
As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or
Two -Family dwelling residential developments. Developments of one- or two-family
dwellings where the number of dwelling units exceeds 30 shall be provided with two separate
and approved fire apparatus access roads, and shall meet the requirements of Section D104.3.
Exceptions:
1. Where there are more than 30 dwelling units on a single public or private fire
apparatus access road and al dwelling units are equipped throughout with an
approved automatic sprinkler system in accordance with Section 903.3.1.1,
903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall
not be required.
2. The number of dwelling units on a single fire apparatus access road shall not be
increased unless fire apparatus access roads will connect with future development,
as determined by the fire code official.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245)
and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire Marshal
Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table C105.1.
If you have any additional questions please contact our office.. Contact Capt. Tony
Rhodes at (501) 918-3757, or Fire Marshal Derek N Ingram (501) 918-3756.
S-1888-E Fletcher Valley Park — Preliminary Plat North of Kanis Road
West of Fletcher C-Valley Drive
Maintain Access: 0"��
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Dead Ends.
Maintain fire apparatus access roads at dead end locations as per Appendix D of the
2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that allow manual operation by one person.
4. Gate components shall be maintained in an operable condition at all times and replaces
or repaired when defective.
5. Electric gates shall be equipped with a means of opening the gate by fire department
personnel for emergency access. Emergency opening devices shall be approved by the
fire code official.
6. Manual opening gates shall not be locked with a padlock or chain and padlock unless
they are capable of being opened by means of forcible entry tools or when a key box
containing the keys to the lock is installed at the gate location.
7. Locking device specifications shall be submitted for approval \by the fire code official
8. Electric gate operators, where provided, shall be listed in accordance with UL 325.
9. Gates, intended for automatic operation shall be designed, constructed and installed to
comply with requirements of ASTM F 2200.
One- or Two -Family Residential Developments.
As per Appendix D, Section D107.1 of the Arkansas Fire Prevention Code Vol. 1, One- or
Two -Family dwelling residential developments. Developments of one- or two-family
dwellings where the number of dwelling units exceeds 30 shall be provided with two separate
and approved fire apparatus access roads, and shall meet the requirements of Section D104.3.
Exceptions:
1. Where there are more than 30 dwelling units on a single public or private fire
apparatus access road and al dwelling units are equipped throughout with an
approved automatic sprinkler system in accordance with Section 903.3.1.1,
903.3.1.2 or 903.3.1.3 of the Arkansas Fire Code, access from two directions shall
not be required.
2. The number of dwelling units on a single fire apparatus access road shall not be
increased unless fire apparatus access roads will connect with future development,
as determined by the fire code official.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245)
and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire Marshal
Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table C105.1.
If you have any additional questions please contact our office. Contact Capt. Tony Rhodes
at (501) 918-3757, or Fire Marshal Derek N Ingram (501) 918-3756.
Z-6426-C Lovelace Group Home — Special Us Permit -1219 S. T ler
Street
Full Life Safety Inspection
Z-10014 LE Holdin s Duplex — Conditional Use Permit -3015 S. Izard
Street
Full Plan Review
Z-10015 Man es Accessory Dwellin - Conditional Use Permit -219
Rosetta Street
Full Life Safety Inspection
Z-10019 1st Responders ECDC Daycare- Conditional Use Permit -5217
Mabelvale Pike
Full Plan Review
Z-10022 AYS Globel Duplex -Conditional Use Permit -1912 Dennison
Street
Full Plan Review
Z-3371-I 3 Rezoning from C-3 to C-4 Eastside of S. Bowman Road
approximately 1,200 feet North of Colonel Glenn Road
Maintain Access:
Fire Hvdrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Commercial and Industrial Developments -- 2 means of access. - Maintain fire apparatus
access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1
Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities
exceeding 30 feet or three stories in height shall have at least two means of fire apparatus
access fui 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 6uildin S - Maintain aerial fire apparatus access roads as per Appendix D of
the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1 — D105.4
D105.1 Where Required. Where the vertical distance between the grade plane and the
highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided.
For the purposes of this section the highest roof surfaces shall be determined by measurement
to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the
parapet walls, whichever is greater.
D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed
with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof.
D105.3 Proximity to building. At least one of the required access routes meeting this
condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the
building, and shall be positioned parallel to one entire side of the building. The side of the
building on which the aerial fire apparatus access road is positioned shall be approved by the
fire code official.
D105.4 Obstructions. Overhead utility and power lines shall not be located over the
aerial fire apparatus access road or between the aerial fire apparatus road and the building.
Other obstructions shall be permitted to be places with the approval of the fire code official.
Dead Ends.
Maintain fire apparatus access roads at dead end locations as per Appendix D of the
2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that allow manual operation by one person.
4. Gate components shall be maintained in an operable condition at all times and replaces
or repaired when defective.
5. Electric gates shall be equipped with a means of opening the gate by fire department
personnel for emergency access. Emergency opening devices shall be approved by the
fire code official.
6. Manual opening gates shall not be locked with a padlock or chain and padlock unless
they are capable of being opened by means of forcible entry tools or when a key box
containing the keys to the lock is installed at the gate location.
7. Locking device specifications shall be submitted for approval \by the fire code official
8. Electric gate operators, where provided, shall be listed in accordance with UL 325.
9. Gates, intended for automatic operation shall be designed, constructed and installed to
comply with requirements of ASTM F 2200.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245)
and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire Marshal
Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table C105.1.
If you have any additional questions please contact our office.. Contact Capt. Tony
Rhodes at (501) 918-3757, or Fire Marshal Derek N Ingram (501) 918-3756.
Z-2908-E JWJ Investments-PD-C -5914 W 19th Street
Full Plan Review
Z-5317-A Baseline X Road LLC — PC-D 5924 Baseline Road
Maintain Access:
Fire Hydrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading
Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Commercial and Industrial Developments — 2 means of access. - Maintain fire apparatus
access roads as per Appendix ❑ of the 2012 Arkansas Fire Prevention Code Vol. 1
Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities
exceeding 30 feet or three stories in height shall have at least two means of fire apparatus
access for each structure.
Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having
a gross building area of more than 62,000 square feet shall be provide with two separate and
approved fire apparatus access roads.
Exception: Projects having a gross building area of up to 124,000 square feet that have
a single approved fire apparatus access road when all building are equipped throughout
with approved automatic sprinkler systems.
D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed
a distance apart equal to not less than one half of the length of the maximum overall diagonal
dimension of the lot or area to be served, measured in a straight line between accesses.
30' Tall Buildings » Maintain aerial fire apparatus access roads as per Appendix D of
the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1 — D105.4
D105.1 Where Required. Where the vertical distance between the grade plane and the
highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided.
For the purposes of this section the highest roof surfaces shall be determined by measurement
to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the
parapet walls, whichever is greater.
D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed
with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof.
D105.3 Proximity to building. At least one of the required access routes meeting this
condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the
building, and shall be positioned parallel to one entire side of the building. The side of the
building on which the aerial fire apparatus access road is positioned shall be approved by the
fire code official.
D105.4 Obstructions. Overhead utility and power lines shall not be located over the
aerial fire apparatus access road or between the aerial fire apparatus road and the building.
Other obstructions shall be permitted to be places with the approval of the fire code official.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245)
and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire Marshal
Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table C105.1.
If you have any additional questions please contact our office.. Contact Capt. Tony
Rhodes at (501) 918-3757, or Fire Marshal Derek N Ingram (501) 918-3756.
Z-5959-D Sta ecoach Properties, LLC — PC-D 3204 Shackleford Pass
Maintain Access:
Fire Hvdrants.
Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012
Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant.
Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall
be 26 feet, exclusive of shoulders.
Grade
Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention
Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not
exceed 10 percent in grade except as approved by the fire chief. If the
grade exceeds 10 percent, approval will be denied and the applicant
must submit request to be reviewed by Fire Chief for Approval.
Loading,
Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire
Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of
buildings hereafter constructed shall be accessible to fire department apparatus by way of an
approved fire apparatus access road with an asphalt, concrete or other approved driving surface
capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds.
Commercial and industrial Developments — 2 means of access. - Maintain fire apparatus
access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1
Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities
exceeding 30 feet or three stories in height shall have at least two means of fire apparatus
access for each structure.
Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having
a gross building area of more than 62,000 square feet shall be provide with two separate and
approved fire apparatus access roads.
Exception: Projects having a gross building area of up to 124,000 square feet that have
a single approved fire apparatus access road when all building are equipped throughout
with approved automatic sprinkler systems.
D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed
a distance apart equal to not less than one half of the length of the maximum overall diagonal
dimension of the lot or area to be served, measured in a straight line between accesses.
30' Tall Build in s -Maintain aerial fire apparatus access roads as per Appendix D of
the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1 — D105.4
D105.1 Where Required. Where the vertical distance between the grade plane and the
highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided.
For the purposes of this section the highest roof surfaces shall be determined by measurement
to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the
parapet walls, whichever is greater.
D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed
with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof.
D105.3 Proximity to building. At least one of the required access routes meeting this
condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the
building, and shall be positioned parallel to one entire side of the building. The side of the
building on which the aerial fire apparatus access road is positioned shall be approved by the
fire code official.
D105.4 Obstructions. Overhead utility and power lines shall not be located over the
aerial fire apparatus access road or between the aerial fire apparatus road and the building.
Other obstructions shall be permitted to be places with the approval of the fire code official.
Dead Ends.
Maintain fire apparatus access roads at dead end locations as per Appendix D of the
2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire
apparatus access roads in excess of 150 feet shall be provided with width and turnaround
provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access
roads.
Gates
Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire
Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing
the fire apparatus access roads shall comply with all of the following criteria:
1. Minimum gate width shall be 20 feet.
2. Gates shall be of swinging or sliding type.
3. Construction of gates shall be of material that allow manual operation by one person.
4. Gate components shall be maintained in an operable condition at all times and replaces
or repaired when defective.
5. Electric gates shall be equipped with a means of opening the gate by fire department
personnel for emergency access. Emergency opening devices shall be approved by the
fire code official.
6. Manual opening gates shall not be locked with a padlock or chain and padlock unless
they are capable of being opened by means of forcible entry tools or when a key box
containing the keys to the lock is installed at the gate location.
7. Locking device specifications shall be submitted for approval \by the fire code official
8. Electric gate operators, where provided, shall be listed in accordance with UL 325.
9. Gates, intended for automatic operation shall be designed, constructed and installed to
comply with requirements of ASTM F 2200.
Fire Hydrants
Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code.
Section C101 — C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245)
and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire Marshal
Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table C105.1.
If you have any additional questions please contact our office.. Contact Capt. Tony
Rhodes at (501) 918-3757, or Fire Marshal Derek N Ingram (501) 918-3756.
Z-10020 Apex Real Estate — POD 13151 Cantrell Road
Full Plan Review
Z-10021 E&Y Development, LLC -PD-R -117 Rice Street
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.
Z-10023 Harris — STR-2 — PD-C 1907 E. 3rd Street
Full Life Safety Inspection
Z-10028 Snow Leopard LLC Event Center -Conditional Use Permit
1416 E. 9th Street
Full Plan Review
Good afternoon,
Here are LRWRA's comments for the upcoming commission meeting.
Little-Rwk-Etanning Comlriis$Lo_n. — 8/8/24
File Number
Title
LRWRA Comments
S-867-K(10)
Chenal Valley Phase 36
Submit the wastewater infrastructure plans
to LRWRA for review and approval.
S-1428-G
Waters Edge Phase 3
Submit the wastewater infrastructure plans
to LRWRA for review and approval.
S-1888-E
Fletcher Valley Park
No sanitary sewer plans (or demand) are
shown. If necessary, please submit
infrastructure plans for LRWRA review.
Z-6426-C
Lovelace Group Home
Is this lot being subdivided?
1219 S. Tyler St.
Please clarify.
Z-10014
LE Holdings Duplex
No Comment
3015 S. Izard St.
Z-10015
Mangos Accessory
Rear Building and wall/fence appear to
Dwelling
encroach upon sanitary sewer main.
219 Rosetta St.
Z-10019
1st Responders ECDC
No Comment
Daycare
5217 Mabelvale Pike
Z-10022
AYS Global Duplex
No Comment
1912 Dennison St.
Z-10028
Snow Leopard, LLC
No Comment
1416 E. 9th St.
Z-3371-1(3)
Rezone
No Comment
East of Bowman and
North of Col. Glenn
Z-2908-E
JWJ Investments
Need to display sewer on lot. Also, if
5914 W. 19th
proposed alley is closed, an easement will
need to be given for existing sewer.
Z-5317-A
Baseline X Road
No Comment
5924 Baseline Road
Z-5959-D
Stagecoach Properties
If necessary, submit wastewater
LLC
infrastructure plans to LRWRA for review
3204 Shackleford Pass
and approval.
Z-10020
Apex Real Estate
If necessary, submit infrastructure plans to
13151 Cantrell Road
LRWRA for review and approval as we have
assets within the area of interest.
Z-10021
E&Y Development, LLC
No Comment
117 Rice St.
Thankyou,
Terrian Tyler
Project Engineer, Developer Funded
11 Clearwater Dr.
Little Rock, AR 72204
Office: (501) 688-1431
www.irwra.com
LITTLE ROCK
WaWr Reclamation
AAor[ty ab. FUTURE.
R.
aNc FutuRe.
From: Alyssa Rodgers<alyrodgers@summitutilities.com>
Sent: Monday, June 24, 2024 3:07 PINT
To: Thrower, Torrence <tthrower@littlerock.gov>
Cc: Suzy Mangan <smangan@summitutilities.com>
Subject: RE: [EXTERNAL EMAIL] August 8, 2024 Planning Commission Agenda Items
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless
you recognize the sender and know the content is safe.
Good afternoon! Summit utilities has no objections to the proposed items on the agenda.
Thank you!
Alyssa Rodgers
Associate Gas Engineer
(m) 501.577.09281 www.SummitUtilitiesinc.com
a�rad ers surnmituti ties.com