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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. L'A.vl GCACi- `l,P Ld-ft�p � II�D/ � moo, IVIi'�"� � �za�— 7128/22, 12:13 PM Little Rock, AR Code of ordinances 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 7/28/22, 12:13 PM Uute (COCK, HR I.UUV UI vl uuiaiww 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. 2/6 7/28122, 12:13 PM 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 7/28/22, 12:13 PM Little Rock, AR Code of Ordinances 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, .tiny f-k1. L- AIR 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. about:blank 5/6 7/28/22, 12:13 PM LIMB KOOK, AK WUC UI �-,`iwI NO' ww 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) 6/6 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.