Wicomico County, Maryland

Department of Public Works

 

Site Plan Review Checklist

Revised - Effective 5/1/06

 

Site Name: _______________________ Location: _________________________

 

Prepared By: ___________________________ Date: ______________________

 

  ~   if included or   N/A   if not applicable

 

A.                General Information

 

_____         1.       Plans prepared on 24’ x 36’ or 18’ x 24” sheets

_____         2.       Index sheet showing entire site and sheets numbered, if more than one sheet used

_____         3.       Title which is descriptive

_____         4.       Tax map, parcel and grid

_____         5.       North arrow on each sheet

_____         6.       Plan view scale, min. 1” = 100’

_____         7.       Ownership and parcel number of adjacent properties

_____         8.       Street name, number and right-of-way width

_____         9.       Location and description of property monuments

_____         10.     Deed and plat references

_____         11.     Metes and bounds description

_____         12.     Plan preparation and revision dates

_____         13.     Consultant’s name, address, telephone and fax

_____         14.     Owner’s name, address, telephone and fax

_____         15.     Vicinity map, min. scale 1” = 2000’

_____         16.     Site area and disturbed area

_____         17.     On-site benchmark, NGVD (1929)

_____         18.     Legend for all symbols, both existing and proposed

_____         19.     Corporate limits

_____         20.     Name and location of bodies of water, tidal and non-tidal

_____         21.     Location and description of all utilities, i.e. water, sewer, stormwater, telephone, gas, electric and cable

_____         22.     Building setback lines

_____         23.     Limits and description of all easements, i.e. access, drainage and utility

_____         24.     Standard county construction notes

_____         25.     Owner’s certification

_____         26.     Zoning district

_____         27.     Topography, both existing and proposed

_____         28.     Cemetery location, including access

_____         29.     Forest Conservation easements or exemption number

_____         30.     Critical areas limits, designation and buffers

_____         31.     Wetlands limits and buffers, tidal and non-tidal

_____         32.     Floodplain limits, zone and elevation

_____         33.     Floodway limits

_____         34.     Construction sequence

_____         35.     Limits of disturbed area

_____         36.     Construction specifications

_____         37.     Airport surface zone

_____         38.     Sediment control measures and notes, as approved by SCD

_____         39.     Historic District Limits

_____         40.     Public Drainage Association Limits

_____         41.     Agriculture Preservation District Limits

_____         42.     Sewage reserve area and well

_____         43.     Building finish floor elevation

_____         44.     Paleo Channel Overlay District Limits

_____         45.     Non-tidal wetlands disclaimer

_____         46.     Stormwater Management review fee, $750.00 + 10% Stormwater Management Construction Costs, payable to: Wicomico County, Maryland

 

B.                Stormwater Management Design

 

_____         1.       Narrative summary of stormwater management analysis and data summary sheet

_____         2.       Tabular summary of pre- and post- development areas, curve numbers, times of concentration and flow rates

_____         3.       Drainage area map, min. scale 1” = 100’, showing:

                             _____         a.       Sufficient topographic information to delineate watershed sub-areas, off-site if necessary

                             _____         b.       Hydrologic soil groups

                             _____         c.       Property boundaries

                             _____         d.       Time of concentration flow paths separated into overland, shallow concentrated and open channel flow

                             _____         e.       Land uses

_____         4.       Hydrologic calculations using SCS methodologies based on only the area being developed, TR-55 or TR-20

_____         5.       Peak runoff rate calculations for impervious areas only, use for routing if higher peak.

_____         6.       Water quality and quantity calculations, both required and provided

_____         7.       Planting plan and table

_____         8.       Forebay

_____         9.       Control structure and emergency spillway design

_____         10.     Ponds with side slopes steeper than 4:1, fenced by 6’ high security fencing with 12’ wide gate

_____         11.     Pond cross-sections showing bottom dimensions, side slopes and minimum 15’ wide accessible maintenance area

_____         12.     Trashrack

_____         13.     Maintenance schedule

_____         14.     Geotechnical analysis for infiltration facilities by Registered Professional Engineer, Geologist or Soil Scientist

_____         15.     Structural design of non-standard structures by Registered Professional Engineer

_____         16.     Standard details, i.e. endsections, rip-rap dissipators, riser & trash rack

_____         17.     Stormwater Management Plan Number, as assigned

_____         18.     Bonding estimate, 110% of estimated construction costs

_____         19.     Inspection and maintenance agreement with $40.00 recording fee, payable to: Clerk of Circuit Court

 

C.                Storm Drainage Design

 

_____         1.       Drainage area map for drainage system showing similar information as stormwater management

_____         2.       Hydrologic calculations using rational method provided in tabular form, min. 10yr. storm

_____         3.       Structure and pipe schedules

_____         4.       Endsections and rip-rap on woven filter cloth

_____         5.       Minimum pipe cover, as recommended by manufacturer

_____         6.       Standard details, i.e. inlets, manholes & ditches

_____         7.       Plan and profile of pipes and ditches

_____         8.       Hydraulic gradient (25 year storm) and gutter spread calculations (2 year storm)

_____         9.       Structural design of non-standard structures by Registered Professional Engineer

 

D.                Road and Parking Design

 

_____         1.       Road profile showing existing and proposed centerline grades, curb grades and vertical curve data

_____         2.       Road planview showing stationing, bearings, distances and horizontal curve data

_____         3.       Stations and elevations of all PC, PT, PRC, PVC, PVT and PVI points

_____         4.       Standard details, i.e. roads, curbs and valley gutters

_____         5.       Maximum 35’ wide entrances

_____         6.       Road widening dedication by deed and plat

_____         7.       Existing and proposed right-of-way

_____         8.       Curb return radii

_____         9.       Handicap access ramp and sidewalk locations

_____         10.     Adequately sized parking stalls and driveways per Zoning Code

_____         11.     Number of parking spaces, both required and provided

_____         12.     State Highway Administration approval

_____         13.     Acceleration/Deceleration Lane

_____         14.     Traffic Control Plan

_____         15.     Landscaping per Zoning Code

_____         16.     Lighting per Zoning Code