HomeMy WebLinkAboutResponse to Comments 121222City of Little Rock Planning and Development
Planning Commission Hearing/January 12, 2023
Applicant Comments for Proposed Development
Applicant Responses are due no later than Wednesday, December 7, 2022. Please submit
revised site plans, if applicable, along with any written responses. All documents should be
submitted to this email address for review.
RE: Lots 1-3, Tract 3, Chenal Valley — Preliminary Plat (5-867-11 (9))
East Side of Chenal Parkway, South of Chenal Valley 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.
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Sec. 31-87. - Application form. S _ (.7-- P— (1)
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, § 1 e, 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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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 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. f,(] G
(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. VKU
(10) Names of recorded subdivisions abutting the proposed subdivision, with plat book and page
number or instrument number. ,—J r vq�-
(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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Little Rock, AR Code of Ordinances
(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. p
d. Metes and bounds legal description of the tract boundary.eN Pam' "�
(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 Ics_t�eyen (7) yers.
(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; Or . 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
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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.,fpV)
(Code 1961, § 37-18(e); Ord. No. 17,697, § 3d, 3-17-98; Ord. No. 21,867, § 1, 5-19-20)
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
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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7/28/22, 12:13 PM
Date of Execution
Utrie KOCK, AK uoae or uralnances
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. Plannir
Commissioi
(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. t390 . o v
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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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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function of providing access to adjoining property. Right of way is 60' unless otherwise
stated. These streets may require dedication of right-of-way and may require street
improvements for entrances and exits to the site.
Bicycle Plan:
There are no bike routes shown in the immediate vicinity.
Historic Preservation Plan:
There are no existing historic sites on, or in proximity to, this land.
Please see below for the Summit Utilities comments on the relevant Plannin
Commission agenda items:
S-867-R(9) — Chenal Valley Preliminary Plat — No comments.,B
G-23-486 —Alley Right of Way Abandonment Gibralter Heights —Summit Utilities does not object to
the proposed Alley Right of Way Abandonment for the Unbuilt Coleman St ROW as received on
November 15, 2022. Summit recommends calling recommends calling Arkansas One Call at 811 or by
visiting arkonecall.com to have all utilities located and marked prior to any construction within the
abandoned Right of Way.
G-23-487 —Alley Right of Way Abandonment Block 176 CLR —Summit Utilities does not object to the
proposed Right of Way Abandonment for Block 176, Lots 1-5, part of the Original City of Little Rock, as
received on November 15, 2022. Summit recommends calling Arkansas One Call at 811 or by visiting
arkonecall.com to have all utilities located and marked prior to any construction within the abandoned
Right of Way.
Thanks,
Suzy Mangan
summit Associate Gas Engineer I AR/OK Region
501.377.4542 w. 1501.416.8412 c.
summitutilities.com
Following are LRWRA comments concerning the January 2023, Planning Commission meeting.
1. G-23-486 Survey — We have a sewer line in the rear of the property and no easement is
shown. It doesn't appear that all lots have access to sewer.
2. G-23-487 Survey — No comments
3. S-867-119 Preliminary Plat — Sewer extension will be required to serve lots 1 and possibly
2. Submit plans and specifications for proposed sewer infrastructure to LRWRA for review and
approval.
4. Z-4243-D Site Plan — No comments
S. Z-4243-D Survey — No comments
6. Z-9535-A Site Plan — No comments
7. Z-9535-A Survey— No comments
8. Z-9702 Survey — No comments
9. Z-9745 Site Plan — No comments
10. Z-9745 Survey — No comments
11. Z-9746 Site Plan — No comments
12. Z-9747 Survey — We have a sewer line in the rear of the property and no easement is shown.
13. Z-9748 Survey — No Comments
14. Z-9749 Site Plan — Submit plans and specifications for proposed sewer infrastructure to LRWRA
for review and approval.
15. Z-9749 Survey — No comments
Please contact me if you need any additional information.
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
PLANNING COMMISSION REVIEW CENTRAL ARKANSAS WATER
12 January 2023
NAME TYPE ISSUE COMMENTS
S-867-R(9) Lots 1-3, Tract 3, Chenal Valley — Preliminary Plat
Please submit plans for water facilities to
Central Arkansas Water for review. Plan
revisions may be required after additional
review. Contact Central Arkansas Water
regarding procedures for installation of water
facilities. Approval of plans by Central
Arkansas Water, the Arkansas Department
of Health Engineering Division and Little
Rock Fire Department is required.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
Gd t C4, GO C---
G-23-486 -Alley Right -of -Way Abandonment -Block 16, Gibralter Heights Addition
No objection to the alley ROW
abandonment. A water main extension will
be needed to provide water service to this property.
Please submit plans for water facilities to
Central Arkansas Water for review. Plan
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.
Z-9749 -Artspace — PCD-Southwest corner of E. 7th and College Streets
All Central Arkansas Water requirements in
effect at the time of request for water service
must be met.
There is an existing 20-inch water main on
the west side of College St. Field locate the
water main and place on the plans. Provide a
minimum of 10-ft clearance between the
water line and building footing. Special care
shall be taken to avoid disruption of the
water line during construction.
Provide 20-ft water easement centered on
the 20-inch water line.
Please submit plans for water facilities to
Central Arkansas Water for review. Plan
revisions may be required after additional
review. Contact Central Arkansas Water
regarding procedures for installation of water
facilities. Approval of plans by Central
Arkansas Water, the Arkansas Department
of Health Engineering Division and Little
Rock Fire Department is required.
If there are facilities that need to be adjusted
and/or relocated, contact Central Arkansas
Water. That work would be done at the
expense of the developer.
From: Fire Marshal Derek Ingram and Captain Tony Rhodes
January_12, 2023 - Planning Commission Agenda Items
Comment for the following Locations:
S-867-Q(9) Chenal Valley — Lots 1-3, Tract 3, Chenal Valley — Preliminary Plat
East side of Chenal Pkwy, South of Chenal Valley Drive W
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.