HomeMy WebLinkAboutReponse to Comments 090723City of Little Rock Planning and Development
Planning Commission Hearing/October 12, 2023
Applicant Comments for Proposed Development
Applicant Responses are due no later than Friday, September 8, 2023. Please submit
revised site plans, if applicable, along with any written responses. All documents should
be submitted to this email address for review.
RE: LaMarche Place — PD-R
16800 LaMarche Drive
Development Comments:
1. Provide the following information as highlighted in the attached PDF, as per Sections 31-87
through 31-93 of the City's Subdivision Ordinance.
2. Provide the following information as highlighted in the attached PZD PDF, as per Sections
36-456.
3. Will all lots be final platted at the same time? y4 � � S, bu' i 4wC�fUkL, a
CJ b wi � 4 4-0r--
4. Will there be a mail kiosk, if so, show it on plat.
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Z File Number Z-9829
Bowden Manufactured Home — Conditional Use Permit
1701 East 21 S' Street
1. Future building permits will be required through the Department of Planning and
Development for any new buildings or renovations of existing structures on site and be
required to meet all state building codes adopted by the City of Little Rock
Z File Number Z-9831
DeBarrios Accessory Dwelling — Conditional Use Permit
2 Meadowlark Drive
1. Future building permits will be required through the Department of Planning
and Development for any new buildings or renovations of existing structures
on site and be required to meet all state building codes adopted by the City of
Little Rock.
Z File Number Z-9813
LaMarche Place — PD-R
16800 LaMarche 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. 'w'll cme.&t l
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. ?J 1 4(
3. Any infrastructure within public right of way that is currently damaged or damaged
during construction will be repaired or replaced at developer's expense before a final
certificate of occupancy can be released for the building. This includes but not limited
to the following: noncompliant curb and gutter, asphalt, sidewalk, accessible ramps,
storm drainage infrastructure, or concrete driveway aprons. All work within the public
right-of-way shall conform to City of Little Rock Public Works Standard Details and
ADA accessibility requirements. W S t\ o.."'
4. Per City Rev. Code 29-99, stormwater detentiongor developments is required. Provide
stormwater detention infrastructure to satisfy this requirement. ( Sit; a'Jk►&AEa)
5. Per International Fire Code, the pavement width shall be 26 feet minimum where a fire
hydrant is located. W % A 60^" 6. The Department requires three (3)Oase sediment and erosion control (SEC) plans to
be submitted for all construction projects showing best management practices (BMPs)
for mitigating sediment runoff and erosion along with vegetation specifications for
temporary and permanent soil stabilization. Phase 1 SEC plans shall show SEC BMPs
during the stripping, clearing, grubbing, and rough grading of the site. Phase 2 SEC
plans shall show SEC BMPs during construction of utilities, buildings, roadway
infrastructure and drainage infrastructure. Phase 3 SEC Plans shall show SEC BMPs
for final grading, seeding, and landscaping of the site.
7. Sediment and Erosion Control plans shall also show the pertinerhinformation as
outlined in ADEQ ARR150000 Permit Part II section A-4-H (1-14) and Part II section
A-4-1-2 (A-B). W i (t Comm L
8. Per City Code 31-434, a ?0% 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. 0 '. (( c-1*-f 1,
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. W tt a,. µ f I
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
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. xo; V( CoVW0 ( ''
12. A drainage study showiQ a 1 hydrologic ydrologic 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. 141 ' tl 0,- w p
13. Street design standards shall comply with City Coder 31-207 for new private streets,
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). W) ! 1 l
14. Street stormwater and detention infrastructure design st2dards shall comply with the
City's Stormwater Management and Drainage Manual (2016) including City Code
Chapters 29, 30, and 31. (Ssf- Ar o-4s.4
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. f 0)111 �oroc p!
16. Per City Code Sec 36-341 (h)(2) "Proposed structures. Any struct?'re proposed within
a floodplain district shall comply with the following criteria: No structure shall be
closer than twenty-five (25) feet to any established floodway line. 49; 1( COA(
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 required adjacent
to the floodway boundary. All proposed construction must conform to Little Rock
Floodplain codes and requirements per Chapter 13.
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 htti)s://www.littlerock.pov/cily-administration/ciiy- departments/public-works/ .
Special Flood Hazard Development Permits are issued by the Public Works Department at
701 West Markham Street and no fee collected for issuance. Contact Vince Floriani in
Public Works at 501-371-4823VFlorianina_,littlerock.gov to schedule an appointment for
issuance or to answer any questions. W i t
19. Per City Code 29-186 (c), a grading permit is rquled for land alteration on properties
within the designated floodplain without exception. 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 Permitsglittlerock.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 first acre
and $100.00 for each additional acre for project greater than 1 acre. LO k'O cows, e� t�
20. Per City Code Sec. 13-60 (1)(a)(1), "For all new residential structures, the top sur' ce
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 documented on an elevation certificate properly completed by a
professional engineer, surveyor or architect licensed to practice in the State of
Arkansas." 'lei 1 A Go µ, � t � rFE k4� Ski P o J Now.
21. Due to the proposed stru�Cires 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 Markham Street prior to the issuance of a certificate of
occupancy. Contact Vince Floriani in Public Works at 501-371-4823 or
VFlorianinlittlerock.gov to schedule an appointment for issuance or to answer any
questions. It% U Gown t
22. Show 100-year base flood elevation (BFE) per FEMA flood insurance study and FIRM
panel on preliminary plat within 100-year regulatory floodplain. S 4s Lo p q,3 Q l u+ .
23. Show minimum finished floor elevations per City Code Sec. 13-60 (1)(a)(1)) for all
lots located within 100-year regulatory floodplain. 6(%, W .J o a ? I w,) .
?A. Future building permits will be required through the Department of Planning and
Development for any new buildings on site and be required to meet all state building
codes and land alteration codes and ordinances adopted by the City of Little Rock. Gd'
25. Notes #6 and #13 are in conflict. What is the true 100 year base flood elevation (BFE)
per FEMA FIRM Panel? Proposed structures within floodplain shall be a minimum of
one (1) foot above BFE. Revise preliminary plat accordingly. RfOrt s d
26. Top and bottom of wall elevations for the segment of wall along the eastern property
line of Lot 14 needs to be shown on the preliminary plat. gour6-5.c�
27. If proposed retaining walls shown on 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.
l Co -1- C 6� .
Z File Number Z-9839
Allen Mixed Use —PCD
2219 Wilson Road
1. Future building permits will be required through the Department of Planning and
Development for any new buildings or renovations of existing structures on site and be
required to meet all state building codes adopted by the City of Little Rock.
2. Reconstruction or new construction of driveways and parking areas for the site will require
permits from the Department of Planning and Development.
3. Any infrastructure within public right of way that is currently damaged or damaged during
construction will be repaired or replaced at developer's expense before a final certificate
of occupancy can be released for the building. This includes but not limited to the
following: noncompliant curb and gutter, asphalt, sidewalk, accessible ramps, storm
drainage infrastructure, or concrete driveway aprons. All work within the public right-of-
way shall conform to City of Little Rock Public Works Standard Details and ADA
accessibility requirements.
4. 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.
— — SUBJECT: Z-9813-16800 LaMARCHE DRIVE-LaMARCHE PLACE-PD-R
ACTION: LANDSCAPE REVIEW COMMENTS
DATE: AUGUST 17, 2023
1. Any new site development must comply with the City's minimal landscape
and buffer ordinance requirements. Refer to the Code of Ordinances, Chapter
15 - Landscaping and Tree Protection, and Chapter 36, Article VII Planned
Zoning District and, Article IX — Buffers and Screening. W1(/i (&o�D vj
SUBJECT: Z-9839-2219 WILSON ROAD-ALLEN MIXED USE-PCD
ACTION: LANDSCAPE REVIEW COMMENTS
DATE: AUGUST 17, 2023
1. Any new site development must comply with the City's minimal landscape and
buffer ordinance requirements. Refer to the Code of Ordinances, Chapter 15 -
Landscaping and Tree Protection, and Chapter 36, Article VII Planned Zoning
District and, Article IX — Buffers and Screening.
SUBJECT: Z-9846-5008 W 24t" STREET-HIGGINS AFTER -SCHOOL TUTORING-
PD-O
ACTION: LANDSCAPE REVIEW COMMENTS
DATE: AUGUST 17, 2023
1. Any new site development must comply with the City's minimal landscape and
buffer ordinance requirements. Refer to the Code of Ordinances, Chapter 15 -
Landscaping and Tree Protection, and Chapter 36, Article VII Planned Zoning
District and, Article IX — Buffers and Screening.
SUBJECT: Z-9847-14115 TAYLOR LOOP ROAD —REZONE R-2 TO 0-3
ACTION: LANDSCAPE REVIEW COMMENTS
DATE: AUGUST 17, 2023
1. Any new site development must comply with the City's minimal landscape and
buffer ordinance requirements. Refer to the Code of Ordinances, Chapter 15 -
Landscaping and Tree Protection, and Chapter 36, Article IX — Buffers and
Screening.
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.
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.
,Z-9813 LaMarche Place — PD-R 16800 LaMarche Drive
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. 4J"�, (//
( (!,v 7o
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. Vlp,( & ".I I„_
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. UJ I I(
�a �
Z-9839 Allen Mixed Use — PCD 2219 Wilson 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.
From: Les Price [mailto:les.price@Irwra.com]
Sent: Thursday, August 17, 2023 2:00 PM
To: Thrower, Torrence <tthrower@Iittlerock.gov>
Subject: RE: October 12, 2023 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.
Torrence,
Following are LRWRA comments concerning the Planning Commission Agenda Items:
1. S-1441-D — No comments.
2. S-1847-A — No comments.
3. Z-9825 — No comments.
4. Z-9828 — No comments.
5. Z-9829 — No comments.
6. Z-9831— No comments.
7. Z-9847 — No comments.
------ 8. Z-9813 - Submit the wastewater infrastructure plans to LRWRA for review and approval. Sewer
lines must be located in an easement. A capacity contribution fee may be assessed. ltW &6At,P� 9. Z-9839 — No comments.
10. Z-9846 — No comments.
11. Z-9833 — Did not see a drawing in the link for this.
12. Z-9766-A— No comments.
13. Z-9826 — No comments.
14. Z-9827 — No comments.
15. Z-9830 — No comments.
16. Z-9832 — No comments.
17. Z-9834 — There is an existing sewer line in the rear of the property. Need to show 10-foot
easement for the sewer line.
18. Z-9835 — No comments.
19. Z-9836 — No comments.
20. Z-9834 — There is an existing sewer line on the north side of the property. Need to show 10-foot
easement for the sewer line. No new construction within the easement.
21. Z-9838 — No comments.
Thanks,
Les Price, P.E.
Engineering Manager, Developer Funded, Service Line Replacement, Fats Oils
Grease
11 Clearwater Dr.
Little Rock, AR 72204
Office: (501) 688-1452
www.Irwra.com
8/31 /23, 10:38 AM Little Rock, AR Code of Ordinances
Sec. 36-456. - Submission requirements. Z — 9 813 — PZ D
As part of the application process, the applicant shall be required to submit the following documents and
information:
(1) Preliminary plan submittal.
a. A statement describing the character of the development and including the rationale
behind the assumptions and choices made by the application.
b. Quantitative data including the following information:
1. Parcel size.
2. Types and numbers of permitted uses and floor areas according to article V of this
chapter.
3. Proposed building coverage.
4. Total acreage of private and common usable and nonusable open space by type..��
c. A topographical cross section map of the site. 5",P D oo
d. A site plan meeting the following requirements:
1. Submitted in an acceptable digital format and media and upon request, a sheet not to
exceed thirty (30) inches by forty-two (42) inches, or less than eleven (11) inches by
seventeen (17) inches and containing a small scale vicinity map.
2. To scale (scale indicated) and directionally oriented.
3. Proposed lot lines and plot designs.
4. Existing and proposed circulation system of all streets (arterial, collector, residential)
including off-street parking areas, service areas, loading areas, and major points of
access to public rights -of -way (ingress and egress).
S. Existing and proposed pedestrian circulation systems.
6. Proposed treatment of the perimeter of the property, including materials and
techniques used such as screens, fences and walls as well as description of uses,
setbacks and their relationship to surrounding uses. 0*006SQ0ps
7. General schematic landscape plan of the treatment of the area used for pr`r' vate and
common open spaces (including open space buffers). (14710J-
8. Location and size of all areas to be conveyed, dedicated or reserved as common open
spaces, public parks, recreational areas, school sites and similar public and semipublic
use.
9. Location, dimensions, nature of all existing and proposed easements (utility, streets)
and public improvements (drainage, sewers, water, etc.)
10.
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8/31/23, 10:38AM
Little Rock, AR Code of Ordinances
Indication of location of structures and structure dimensions, dimensioned distances between buildings
and distances from structures to property lines.
11. Description of the following existing conditions of the property:
(i) Contours at two -foot intervals.
(ii) Watercourses.
(iii) Floodplains.
(iv) Unique natural features.
(v) Forest cover.
12. A legal description of the total site proposed for development, including a statement
of present and proposed ownership and present and proposed zoning.
13. A development schedule indicating the approximate date when construction of the
planned unit development or stages of the planned unit development can be
expected to begin and be completed.
14. A statement of the applicant's intentions with regard to the future selling or leasing of
all or portions of the planned unit development, including land area and dwelling
units. r► J
rlV��1'
V4 15. An approved preAiminar�yyppgatn ac or anc�with chapter 31.
16. The location of handicapped parking stalls and accessibility requirements of Arkansas
State Fire Code.
e. In addition to the graphic and supporting documentation required for filing, the owner
shall provide a graphic or narrative outline of methods to be employed to protect
permanent undisturbed buffers. The outline/plan shall be filed for review by the planning
commission not later than the filing date set by the calendar.
f. The applicant shall submit a copy of a valid bill of assurance for the subdivision within
which the subject property is located if such property is located within a subdivision
covered by a valid bill of assurance.
LILAC MUUM, rv. v...... ..... _... _...
7/28/22, 12:13 PM ,Q ?
Sec. 31-87. - Application form. Z- 9v 1 3
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.
Name and address of land owner with source of title. (Deed record book and page o
instrument number required.)s j
3) Name and address of subdivider.
4 U`
(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. § le, 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. ,� �J
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
7128/22, 12:13 PM Lime mouK, nr�---
include all information listed below. The preliminary plat shall also be submitted in an electronic format
with
equipment in the department of planning and development of the city. Data shall be in
compatible
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 by the stormwater management and drainage manual. S EGG
(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 storm drainage plan incorporating proposed easement dimensions and typical
ditch sections. SLv,,2.a 0,3 plIb')
(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.
7/28/22, 12:13 PM UIT16 KU(:K, mr-, �IUUo
N 2) 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. I .Vj a
(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, § 10), (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:
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
.hnnt•hinnit
7/28/22, 12:13 PM
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 dr inage
easements, and it shall be clearly and legibly drawn on the preliminary plat. C b4,tp,
5'
(Code 1961, § 37-18(e); Ord, No. 17,697, § 3d, 3-17-98; Ord. No. 21,867, § 1, 5-19-20)
Vh
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.
iSigned,-------_-_---------.---------
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7128/22, l2: 13 riw
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.
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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