Morrisville UDO Administrative Manual_August 2021.2

Part 4. Appendices 4.5 Checklists

Construction Plan Approval for a Site Plan Submittal Checklist (use this checklist for concurrent review applications)

For each listed item, check (√) if provided, write “n/a” if the feature does not exist or is not proposed, and write “w” if a waiver from the requirement is justified because it is unnecessary in the particular case to determine compliance with applicable regulations.

Staff Use Only

√, n/a, or w

√, n/a, or w

Application Submittal Requirement

21 Width and depth of parking bays 22 Location and dimensions of accessible parking spaces 23 Width of drive aisle(s) 24 Pedestrian walkways or landscaped dividers 25 Location of loading area with dimensions 26 Turning radius at entrances and traffic islands

27 Location, width, and type of each riparian buffer encroaching within the site measured from the top of the stream bank 28 Location and width of fire lane 29 Length of fire access roadway(s) with any required turnarounds 30 An “*” on each lot indicating that the lot, or a portion of the lot, is located within a designated FEMA floodplain with a corresponding note referencing Section 5.6, Floodplain Management, of the UDO and the corresponding requirements F Pedestrian and Bicycle Infrastructure Plan 1 Property lines distinctly and accurately represented 2 Location, length, and width of bicycle parking 4 Location, width, and material of sidewalk(s), greenway(s), and crosswalk(s) 5 Detail(s) of crosswalk(s), pedestrian havens, and pedestrian push button signals 6 Pedestrian, bicycle, and greenway infrastructure on adjacent parcels within 500 feet of the site G Grading and Drainage Plan 1 An overall drainage and grading plan shall be provided showing existing and proposed contours. 1% minimum slope impervious areas, 2% minimum slope pervious areas. 2 Stormwater Layout Design • Location and dimensions of pipes, culverts, and other storm drain system elements • Stormwater Table- drainage structure ID, rim/grate, pipe diameter, material, slope, inlet and outlet inverts, structure type, drainage area and flow into the pipe structure • Public drainage easements for all pipes collecting water from public right-of-ways • Any extensions of storm drain outfalls across adjoining property and any private drainage easements needed to ensure discharge into natural watercourse 3 Stormwater Quality/Quantity Best Management Practices (BMPs) • Each BMP shall be on an individual plan sheet with associated BMP specific plan & profile/section views, and all applicable construction details • Include a table of pertinent design parameters with columns indicating Existing/Required, Design/Provided, and As-Built columns including, but not limited to: • Drainage Area (sf) • Surface Area of BMP (sf) (per BMP Manual requirements) • Land use Areas (sf) (Impervious, Open Space, Woodlands, etc.) • Design Storm Flows (Q1, Q2, Q10, Q25 & Q100) • Design Storm Water Surface Elevations • Free Board • Other pertinent BMP specific parameters • Table of maximum allowable impervious area proposed for each lot/outparcel 4 Grading/Drainage plans • Plan-Drainage structure ID, rim/grate, inlet and outlet inverts, pipe diameter, material and slope • One (1) foot contour lines • Spot elevations along accessible routes, ramps, parking stalls, building entrances, corners, curb/pavement corners and grade changes, high points, tie-in points, swales, etc. • Location of all existing and proposed utilities (screened), and blow-up of utility conflicts • All existing and proposed easements

Morrisville, NC

May 29, 2020

Administrative Manual

Page 17