PB 12-10 East Point Estates - Currituck County Government
PB 12-10 East Point Estates - Currituck County Government
PB 12-10 East Point Estates - Currituck County Government
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13. The preliminary construction plans must include the location of all street identification<br />
signage and stop signs.<br />
14. The preliminary plat shall contain the Statement of Environmental Concern found in the<br />
Development Review Process Manual.<br />
15. The maps in the Phase I Cultural Resources Survey of <strong>East</strong> Pont <strong>Estates</strong> do not appear to<br />
reflect the actual location of the property.<br />
16. Please correct the water body name on all documents.<br />
17. Please correct the flood zone along the waterway to AE 6’.<br />
18. Please provide road names and the approval form for all proposed roads in the<br />
subdivision.<br />
19. Please provide the water access open space area calculation on the preliminary plat. The<br />
ordinance requires a minimum 20,000 square feet water access to public trust or estuarine<br />
waters.<br />
20. Please label the CAMA Area of Environmental Concern (75’ from the water’s edge).<br />
21. Please provide the surface material for the trail system.<br />
22. All improved areas of the trail system shall maintain a <strong>10</strong>’ setback from all property lines.<br />
23. The preconstruction plans (illustrated as sketch plan) should include the township<br />
information.<br />
24. Street trees (small deciduous) shall be spaced 30 feet on center for the length of street<br />
frontage.<br />
25. Please provide the basis for the 85’ and 90’ front setback for lots 5 and 6.<br />
<strong>Currituck</strong> Soil and Water, Mike Doxey<br />
Reviewed<br />
1. Building Pad elevations (BPE) and Finished Floor elevations (FFE) should be shown on each<br />
lot. The BPE should be at or above the <strong>10</strong> yr 24 hr storm and the FFE is 18" above the<br />
BPE. In this case, due to soil type, proximity to the sound and elevation, if the <strong>10</strong>yr/24hr<br />
storm is below existing ground level, there may be no need to add fill for the building<br />
pads. (the BPE will be the existing ground elevations)<br />
2. Due to the slope on the swales heading for the shoreline the state will probably require<br />
rock check dams at every foot of elevation drop. We would require a rock check dam at<br />
the outlet end of each swale to slow the velocity and dissipate the flow into the wooded<br />
area before entering the sound.<br />
<strong>Currituck</strong> <strong>County</strong> Engineer, Michelle Perry<br />
Reviewed<br />
1. Provide building pad and first floor elevations.<br />
2. Provide state permits.<br />
3. The <strong>10</strong>yr. post development runoff shall not exceed the <strong>10</strong>yr pre development runoff.<br />
4. The reserve septic field needs to be on suitable soils.<br />
These comments will not hold up approval of preliminary plat, but need to be addressed at<br />
pre-construction.<br />
<strong>Currituck</strong> <strong>County</strong> Utilities, Pat Irwin<br />
No comment<br />
<strong>Currituck</strong> <strong>County</strong> Emergency Management, James Mims 252-264-6641<br />
Denied/Resubmit<br />
<strong>PB</strong> <strong>12</strong>-<strong>10</strong> <strong>East</strong> <strong>Point</strong> <strong>Estates</strong><br />
Preliminary Plat<br />
Page 8 of <strong>10</strong>