HomeMy WebLinkAboutResponse to Comments 101323Little Rock, AR Code of Ordinances Vv V
7128/22, 12:13 PM �
Sec. 31-87. - Application form. S •— 19 S Z }` — iz'4
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
it
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Little Rock, AR Code of Ordinances
7/28/22, 12:13 PM
include all information listed below. The preliminary plat shall also be submitted in an electronic format
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 sr dedicated cat d forlines
public
with approximate dimensions, service easements, land to be reserved o
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 sh:�t�ing
�iaai-e-d �-suf`ient
capability of accomm storm even s as
detail to illustrate the proposed systems p y
required by the stormwater management and drainage ma ual.
(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.
(S) Features within and surrounding the proposed subdivision including existing and platted
ts, utility lines, pipelines, power transmission lines, all easements, park
streets, bridges, culver
areas, structures, city and county lines, section lines and other significant information.
(9) Preliminary storm.dr nage plan incorpo ting proposed easement dimensions and typical
ditch sect'oTis �
10 Names of re�`�Ct i51ens abutting the proposed subdivision, with plat book and page
number or instrument number.
(1ers of unplatted tracts abutting the proposed subdivision
1) For residential plats, names of own
and the names of all owners of platted tracts in excess of two and one-half (21/2) acres.
2
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7/28/22, 12:13 PM Little Rock, AR Code of Ordinances
H 21 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 errall monuments shall be sh
ruction t ereof. l�
indicating size, type of material and construction Jaw G' 7 ____1
d. Metes and bounds legal description of the tract 4oundary.
(15) Zoning classifications within the plat and abutting area ,--.
(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.
(Code 1961, § 37-18(d); Ord, No. 15,929, § 1(c—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), (aa), 6-1-99; Ord. No. 18,902, § 1(m), 7-15-03; Ord. No. 21,867, § 1,
5-19-20)
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:
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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7/28122, 12:13 PM Little Rock, AR Code of Uramances
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 derainageter inee t—o e
best of the engineer's ability a safe building line, conveyance channels, and
easements, and it shall be clearly and legibly drawn on the preliminary 0 at. LX�7
- • CJ
{Code 1961, § 37-18(e), Ord. No. 17,697, § 3d, 3 17-98, Ord. No. 21,867, § 1, 5-19-2iYf
Sec. 31-91. - Certificates.-�
Each preliminary plat submitted to the planning commission shall carry the following certificates as
appropriate:
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
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
Arkansas
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
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,
I
a,
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UtUe Rock, AR Cods of Ordinances
The draft submitted shall use the format provided within thesample ssample daft provided by staff. This format
will ensure that the proposed bill of assurance scrates those provisi ns required in the plat by ordinance
and those provisions desired by the developer.���'II�'
(Code 1961, § 37-18(e)(3); Ord. No. 18,03 , § 1(h), 6-1-99)
er
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7/28/22, 12:13 PM
Date of Execution
Little Rock, AR Code of ordinances
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
f Date of Execution
Signed,
Name,
L.R. Planning
Commission
(Code 1961, § 37-18(e)(1); Ord. No. 15,929, § 1(g), 9-4-90; Ord, NoCdinance.
16341§ 1(t�-fi'f9-93; Ord. No. A
1(b), 9-21-10)
Sec. 31-92. - Fees. + 3 co4A, 9
fished b oFiling fees for preliminary plats shall be as establ y—
(Code 1961, § 37-18(e)(2))
Cross reference— Fees for subdivision applications, § 23-3.
Sec. 31-93. - Bill of assurance.
5A
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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 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
construction as outlined in City Code Chapters 30.
S File Number S-1952-A
36th Street & Shackleford Addition — Preliminary Plat Southeast corner of W. 36th Street &
Shackleford 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 ced 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 abo eneral Stormwater
Discharge Construction Permit #ARR 150000. w*
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 c 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. + 1
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, buildin-08, roadway
infrastructure and drainage infrastructure. Phase 3 SEC Plans shall sh V SEC BMPs
for final grading, seeding, and landscaping of the site. gal,
5. Sediment and Erosion Control plans shall also show the pertinent information as
outlinedinADEQA R15000 -Permit Part II section A-4-H (1-14) and Part I1section
A-4-I-2 (A-B). li
6. Per City Rev. Code 29-9 , stormwater detention for developments is required. P rde
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 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 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 co tain all information as
outlined in City Code Sec. 31-89 and 31-90. ►�-a C�
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 e----
submitted to Department engineering staff for review and approval. uv*-
9. Per City Code 31-117, as built stormwater drainage infrastructure information/data
shall be submitted prior t 4ecording of the final plat. This information shall include
but not limited to: pi e nverts, length of pipe, size of pipe, type of pipe, and type of
inlets. '"94-
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
pull/junction box locations, street luminaire locations and mounting heights, wire sizes,
current photometric data for the pr osed fixtures, and subdivision street photometrics
using the proposed fixtures meet AASHTO Roadway Lighting Design Guide
standards. LO-Olc---
11. Department engineering staff is 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 accep ance by Department engineering staff. This needs to
be completed and accepted epartment engineering staff prior to recording of the
Final plat. t U
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
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 yourselfor directly under your supe Sion and attesting to the accuracy
of the information within this report. 'fC,
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). 4�,
14. Street stormwater and detention infrastru ure design standards shall comply with the
City's Stormwater Manageme t and rainage Manual (2016) including City Code
Chapters 29, 30, and 31. �K-
15. Street pavement, sidewalks, curb and gutter, curb inlets, juncti�boaccessible
ramps, and storm sewer infrastructure shall comply wig Citycations for
construction as outlined in City Code Chapters 30.�
16. Per City Code Sec 36-341 (h)(2) "Proposed structures. Any structure proposed within
a floodplain district shall comply with the following criteria: No structure sha e
closer than twenty-five (25) feet to any established floodway line. W4?14__
17. In accordance with Section 31-176, "vehicular access easements to allow public
maintenance of drainageways shall be provided adjacent to floodways depicted on the
city flood hazard boundary maps. Such easements shall be not less than twenty - five
(25) feet wide, measured from the edge of the floodway on either side of the drainage
channel." Floodway areas must be shown as floodway easements or be dedicated to the
public. In addition, a 25-foot-wide drainage and access easement is require djacent
to the floodway boundary. All proposed construction must conform Little Rock
Floodplain codes and requirements per Chapter 13. Lx
18.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 https://www.littlei-t)ck.�lov/city-adininistiution/city- de artmentsl ublic-
works/ . Special Flood Hazard Development Permits are issued by the Public Works
Department at 701 West Markham Street and no fee collected for issuanc Contact
Vince Floriani in Public Works at 501-371-4823 orVFloriani littleroc ov to schedule
an appointment for issuance or to answer any questions. COV
19. Per City Code 29-186 (c), a grading permit is required for land alteration on properties
within the designated floodplain without exception. Grading permits are issued bythe
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 Pei'mits@littlei-ock.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 '/2 to 1 acre, and $200.00 for the firs�d�
and $100.00 for each additional acre for project greater than 1 acre. gv l�'
20. Per City Code Sec. 13-60 (1)(a)(1), "For all new residential structures, the top surface
of the lowest floor (including all machinery and equipment) must have an elevation at
least one (1) foot or more above the published base flood elevation (BFE). This
elevation must be documen on an elevation certificate properly completed by a
professional engi eer, s veyor or architect licensed to practice in the State of
Arkansas." alf�
21. Due to the proposed structures being located within the 100 year floodplain, an
elevation certificate of the finished floor elevation must be provided to the Public
Works Department at 701 West M rltl�am Street prior to the issuance of a certificate of
occupancy. Contact Vince •loriani in Public Works at 501-371-4823 or
VFloriani a littler ck. ov t schedule an appointment for issuance or to answer any
questions. v
22. Show 100-year base flood elevation (BFE) per FEMA flood insurance study and FIRM
panel on preliminary plat within 100-year regulatory floodplain.
23. W. 36th Street is classified as a minor arterial for City's master street plan. Therefore,
per City's boundary street ordinance, construction of boundary street improvements
along property's northern frontage along W. 361h Street for a minor arterial standard
and 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 (45) feet from
street centerline. Additional right of way dedicated from the centerline of right of way
more than forty-five (45) feet may be required by Department staff depending a e
location of the centerline of the street in relation to the centerline of the rway if
both centerlines do not coincide currently for W. 36th Street. i.t71� ight
24. S. Shackleford Road is classified as a minor arterial for City's master street plan.
Therefore, per City's boundary street ordinance, construction of boundary street
improvements along property's northern frontage along S. Shackleford Road for a
minor arterial standard and 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 (45) feet from street centerline. Additional right of way dedicated from the
centerline of right of way more than forty-five (45) 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 S. Shackleford Road.
25. As part of the required boundary street improvements, construction of intersection
improvements at the intersection of S. Shackleford Road and W. 361h Street adjacent to
the property's frontage by the developer meeting the master street plan's "Intersec ion
of Arterials Lane Configuration" requirements will also be mandatory. i
26. Per City Code 31-210 (e) (1) for arterial streets, driveway spacing shall be three hundred
(300) feet. Driveway spacing shall be centerline to centerline or centerline to right of
way of an intersecting collector street or street of higher classification. Minimum
spacing from the property line shall be one hundred fifty (150) feet. Maximum driveway
width is thirty-six (36) feet. Revise driveways to meet above requirement accordingly,
or the applicant can request variances from these City Code pequirements on the
application with the Pla n i n g Commission for their�derati per City Code 31-210
27. If retaining walls are proposed on future construction plans are equal to or above four
feet tall measured from the bottom of the footing or leveling layer or if there is surcharge
loading for a retaining wall less than four feet tall measured from the bottom of the
footing or leveling layer, the Department requires retaining wall design plans by an
Arkansas licensed professional engineer showing plan, profile, and cross sectional views
of the wall with special details, design loading calculations clearly showing all required
factors of safety are met or exceed per state building codes. A separate building permit -
accessory structure will be required for the retaining walls along with inspections by
Department engineering staff during their construction. 46-;
S File Number S-1953
Romero Addition — Preliminary Plat Northwest corner of Chicot Road & 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. 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 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.
4. 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.
S-1952 36th Street & Shackleford Addition - Preliminary Plat Southeast corner of
W. 361h Street & Sliackleford 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.
Locking device specifications shall be submitted for approval \by the fire code official
Electric gate operators, where provided, shall be listed in accordance with UL 325.
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.
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 (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.
5-1.953 Romero Addition - PreliminarV 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
From: Les Price [mailto:les.price@lrwra.com]
Sent: Monday, September 25, 2023 8:39 AM
To: Thrower, Torrence <tth rower@ littlerock.gov>
Cc: Terrian Tyler <Terrian.Tyler@lrwra.com>
Subject: RE: November 9, 2023 Planning Commission Agenda Items
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless
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Torrence,
Following are LRWRA comments concerning the Planning Commission Agenda Items: �~
1. S-1844-F - Submit the wastewater infrastructure plans to LRWRA for review and ap av�' al.
2. S-1952 - Submit the wastewater infrastructure plans to LRWRA for review and ap7val.��J
3. S-1953 —Submit the wastewater infrastructure plans to LRWRA for review and pproval.
4. Z-9848 —There is an existing sewer line in the rear of the property. Need to sh w a minimum
10-foot easement for the sewer line.
5. Z-9850 — No comments.
6. Z-9857 — No comments.
7. Z-9854 — No comments.
8. Z-9855 — No comments.
9. Z-9856 — No comments.
10. Z-9858 — No comments.
11. Z-3218-B — No comments.
12. Z-3218-C — No comments.
13. Z-8061-C—There is an existing sewer line in the alley. Need to show a minimum 10-foot
easement for the sewer line.
14. Z-9293-A— No comments.
15. Z-9849 — No comments.
16. Z-9852 — No comments.
17. Z-9853 — No comments.
18. Z-9859 — No comments.
19. Z-9860 — Submit the wastewater infrastructure plans to LRWRA for review and approval.
20. Z-9860-A — Submit the wastewater infrastructure plans to LRWRA for review and approval.
21. Z-9860-B — Submit the wastewater infrastructure plans to LRWRA for review and approval.
22. Z-9860-C — Submit the wastewater infrastructure plans to LRWRA for review and approval.
23. Z-9860-D — Submit the wastewater infrastructure plans to LRWRA for review and approval.
24. Z-9860-E — Submit the wastewater infrastructure plans to LRWRA for review and approval.
25. Z-9860-F — Submit the wastewater infrastructure plans to LRWRA for review and approval.
Thanks,
Les Price, P.E.
Engineering Manager, Developer Funded, Service Line Replacement, Fats Oils
Grease