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HomeMy WebLinkAboutResponse to Comments 101822subd.doc 03/01/10 DEPARTMENT OF NEIGHBORHOODS AND PLANNING PRELIMINARY PLAT CHECKLIST (page one) PROPOSED NAME OF SUBDIVISION: TYPE OF SUBDIVISION: DATE: 1. Letter requesting preliminary plat approval. 2. Seventeen (18) copies of the preliminary plat. 3. Filing fee. 4. Notification completed. (Certified list of abutting property owners from abstract or title company; notice form with affidavit executed; & proof of mailing of notice to all abutting property owners furnished.) THE FOLLOWING ARE REQUIRED PURSUANT TO SEC. 31-63 OF THE CODE OF ORDINANCES: 5. Name/address of land owner with source of title. (Deed record book and page or instrument number required). 6. Name/address of subdivider. 7. Linear feet of internal streets. 8. Average size of lots/Minimum lot size. 9. Number of lots. 10. Applicable existing covenants, and the proposed covenants on the land. 11. Proposed open space. 12. Proposed source of water supply. 13. Proposed means of wastewater disposal. 14. Request for variances, waivers, or deferrals. (Completion of “Variance/Waiver Request Form” required.) THE FOLLOWING IS REQUIRED PURSUANT TO SEC. 31-88 OF THE CODE OF ORDINANCES: 16. Vicinity map, to scale. (Minimum scale to be 1:2000 feet; minimum area to be ½ mile radius.) THE FOLLOWING ARE REQUIRED PURSUANT TO SEC. 31-89 OF THE CODE OF ORDINANCES: 17. Preliminary plat drawing, to scale, with north point indicated. (Maximum size for drawings: 24” x 36”. Boundary lines are to be indicated by a heavy line. Adjusted bearings and distances are to be shown, with ties to corners of record. Record bearings and distances are to be shown, where applicable. Curve data is to include: radius, arc distance, delta angle and chord bearing, and distances. Locations and physical descriptions of all monuments -- indicating size, material, and type construction -- shall be shown.) 18. The date of survey. 19. Lot lines shown and dimensioned; streets, sidewalks, and easements shown; (Names of streets and street widths must be shown.) 20. Front yard building setback lines shown on plat. 21. Contours shown at required intervals (2’ intervals for grades less than 10%; 5’ intervals for grades above 10%). 22. Natural features shown (e.g.; drainage channels, bodies of water, wooded areas). 23. Cultural features shown. (e.g.; streets, bridges, culverts, utility/power lines, pipelines, easements, parks, structures, city and county lines, section lines). 24. Limits of floodway and/or floodplain shown. 25. Storm drainage analysis. (Data to be provided for all watercourses entering and leaving the plat boundary.) 26. Preliminary storm drainage plan. (Typical ditch section required to be shown.) 27. Names of recorded subdivisions abutting the plat area indicated. (Plat book and page or instrument number required to be shown.) 28. Residential plats: show names of owners of all unplatted tracts abutting the plat area and names of owners of platted tracts in excess of 2½ acres. Commercial plats: show names of owners of all abutting lands. All plats: show names of all owners of any landlocked parcels within or abutting the plat. subd.doc 03/01/10 DEPARTMENT OF NEIGHBORHOODS AND PLANNING PRELIMINARY PLAT CHECKLIST(page two) 29. Metes and bounds legal description of the tract boundary. (Provide acreage to nearest one-tenth of acre.) 30. Zoning classification(s) within the plat boundary and of abutting areas shown. 31. Municipal boundaries which pass through or abut the plat area shown. 32. Phasing plan, if applicable, indicated. 33. Location of proposed PAGIS monuments shown. THE FOLLOWING MAY BE REQUIRED PURSUANT TO SEC. 31-90 OF THE CODE OF ORDINANCES: 34. Engineering analysis. (Required where: a street grade variance is being requested; a portion of the plat may be floodprone, but the area is not covered by the FEMA maps; or, suspected soil conditions may affect the structural or operational aspects of the facilities.) THE FOLLOWING IS REQUIRED PURSUANT TO SEC. 31-91 OF THE CODE OF ORDINANCES: 35. Provision of: the “Certificate of Preliminary Surveying Accuracy”; the “Certificate of Preliminary Engineering Accuracy”; and the “Certificate of Preliminary Plat Approval”. (The “Certificate of Preliminary Surveying Accuracy shall contain the wording 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.”) THE FOLLOWING IS REQUIRED PURSUANT TO SEC. 31-93 OF THE CODE OF ORDINANCES: 36. A draft Bill of Assurance. RE: Z-1424-M Sienna Lake Subdivision Phase 1- Revised Preliminary Plat Southeast and Northwest of the Sienna Lake Drive/West Lake Intersection 1. 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 approval by the Department can be issued for the public street construction and recommending recording of the future final subdivision plat with Pulaski County. 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. Will comply. 2. A maintenance bond for 50% of total construction costs for all completed public street and drainage improvements within City right of way and as-built storm drainage infrastructure plans shall be provided to the Department of Planning and Development before the issuance of a final certificate of occupancy. Will comply. 3. Per International Fire Code, the pavement width shall be 26 feet minimum where a fire hydrant is located. Will comply. 4. A grading permit will be required 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., Civil Engineering Private Development at 501-371-4817 or at 501-918-5348 or Permits@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 ½ acre, $200.00 for ½ to 1 acre, and $200.00 for the first acre and $100.00 for each additional acre for project greater than 1 acre. Will comply. 5. 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. Will comply. 6. Provide as-built plans and data entry template of newly installed or modified public and private stormwater drainage system prior to issuance of the certificate of occupancy. The as-built plans should contain information as found on the City of Little Rock website at https://www.littlerock.gov/city-administration/citydepartments/public-works/applications-details-and- manuals/. Provide the as-built plans and data entry template to Planning and Development Dept., Civil Engineering Private Development by email to csmith@littlerock.gov and cc dwarner@littlerock.gov. If you have any questions or desire additional information, please do not hesitate to contact Planning and Development Dept., Civil Engineering Private Development at 501-371-4817 or at 501-918-5348 or email Permits@littlerock.gov. Will comply. 7. At the time of roadway construction plans submission to the Department, a drainage study showing all hydrologic and hydraulic calculations for the proposed storm sewer pipe system, detention ponds and structures, and inlets is also required. 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. See attached drainage study. 8. Per City Rev. Code 29-99, stormwater detention for developments is required. Provide stormwater detention infrastructure to satisfy this requirement. See revised preliminary plat. 9. 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 are located within the development also. Additionally, provide profile and cross-sectional views of the detention structure outlet/spillway. 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 31-89. See revised preliminary plat. 10. The Department requires three (3) phase sediment and erosion control (SEC) plans to be submitted for all construction projects showing best management practices (BMPs) for mitigating sediment runoff and erosion along with vegetation specifications for temporary and permanent soil stabilization. Phase 1 SEC plans shall show SEC BMPs during the stripping, clearing, grubbing, and rough grading of the site. Phase 2 SEC plans shall show SEC BMPs during construction of utilities, buildings, roadway infrastructure and drainage infrastructure. Phase 3 SEC Plans shall show SEC BMPs for final grading, seeding, and landscaping of the site. Will comply before construction begins. 11. Sediment and Erosion Control plans shall also show the pertinent information as outlined in ADEQ ARR150000 Permit Part II section A-4-H (1-14) and Part II section A-4-I-2 (A-B). Will comply before construction begins. 12. 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. Will comply. 13. Per standard drawing PW-22 and master street plan for a residential street, sidewalk is required on one side of the roadway. Show sidewalk on one side of the roadway on typical section that will tie into existing sidewalk per respective preliminary plat. See attached Preliminary Plat. 14. Label Tracts A & B on premilitary plats. See revised Preliminary Plat. 15. Since Sienna Lake Lane is tying into Sienna Lake Drive as proposed, Sienna Lake Drive shall be improved to collector street standards per master street plan and standard drawing PW-23 to where Sienna Lake Drive currently ends to the west. See revised construction plans. 16. Where Sienna Lake Lane ties into Sienna Lake Drive as proposed, Sienna Lake Drive shall be extended a minimum of 60 feet from the centerline of Sienna Lake Drive to meet International Fire Code requirements for a fire apparatus turnaround and have a future tie in location when Sienna Lake Drive is extended in the future. See revised plans. Planning Commission Review – Fire Marshal Derek Ingram and Captain Tony Rhodes S-1424-M Sienna Lake Subdivision Phase 1- Revised Preliminary Plat Southeast and Northwest of the Sienna Lake Drive / West Lake Lane Intersection 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. Will Comply Grade Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade except as approved by the fire chief. If the grade exceeds 10 percent, approval will be denied and the applicant must submit request to be reviewed by Fire Chief for Approval. Will Comply Loading Maintain fire apparatus access road design as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. Will Comply Dead Ends Maintain fire apparatus access roads at dead end locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.4 Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. Requirements for Dead-end fire apparatus access roads. Will Comply 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. Will comply Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101 – C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757, or Fire Marshal Derek N Ingram 501-918-3756 Number and Distribution of Fire Hydrants as per Table C105.1 Will comply. RE: Les Price S-14-24-M – Submit plans and specifications for proposed sewer infrastructure to LRWRA for review and approval. Utility plans will be submitted during the construction plan review process.