Board of Supervisors Meeting Date:
EC Investors, LLC/Ed Miller
Deirdre B. Clark Community Development
Magisterial District: PIN:
CONSIDER A PRELIMINARY
SUBDIVISION APPLICATION (PP03-C-04) -
applicant is seeking Preliminary Plat approval to divide approximately
184.9 acres zoned Rural Agricultural (RA) into five (5) single-family
residential lots ranging in size from ± 2.01 to 3.51 acres, plus a
residue parcel of approximately 166.3 acres.
The property is located on the southwest side of
Section 9-7 of the Subdivision Ordinance requires that "…all preliminary plats approved by the Planning Commission shall be referred to the Board of Supervisors at its next regularly scheduled meeting…If the Board takes no action on the preliminary plat referral, the preliminary plat shall be deemed approved in accordance with the actions of the Planning Commission."
The Planning Commission staff reports are available upon request.
Requested Action of the Board of Supervisors:
No action is necessary, unless a
majority of the Board wishes to consider this preliminary subdivision
1. The final plat shall
be in general conformance with the preliminary subdivision plat entitled
"Sterling Valley Subdivision " dated February 10, 2003, and as
revised by the plat dated March 6, 2003, and received in the Planning
Office on March 7, 2003.
2. Prior to final plat and construction plan approval, the applicant shall submit a detailed landscape plan as required pursuant to Section 7-600 of the Zoning Ordinance.
A Virginia Certified Professional Soil Scientist (CPSS)
shall adjust the Type I Soil Map soil lines onto the final working plat.
This shall be done in the field and checked for any additional soil
information to be added to the final scale plat map.
4. A signature block shall be placed on the Final Soil Map sheet for the CPSS to sign which states:
5. Interpretive information from the Type I Soil Map for each mapping unit
shown on the above plat shall be placed on the same soil map. Also, a Spot
Symbols Legend shall be placed on the plat map to identify spot symbols.
Two signed copies of the final soil map shall be given to
Scientist Office. One copy shall be filed in the Office of Community
Development and used exclusively for the public to obtain soils information
for this subdivision. The other copy shall be filed in the Building Department
to be used by the plan reviewer for their use in identifying potential problem
soils associated with building permits.
This map, with original CPSS signature, shall be submitted
Scientist Office prior to construction plan approval.
8. The following statements shall be placed on the final plat:
9. All drainfield sites shall be approved by the Health Department prior to final construction plan approval.
2 and 6 shall be accessed by way of
sight distance profile shall be provided for the intersection of
entrance shall be constructed in accordance with VDOT’s Minimum
Standards of Entrances to State Highways and may include a turn lane
and other construction shall insure drainage water shall not rise higher
than 18” below the shoulder of proposed or existing public roads. At a
minimum, culverts shall be designed to accommodate the following flood
frequencies and drainage calculations provided:
Secondary and Subdivision Streets 10-year
Primary and Parkways 25-year
14. All road design and construction shall be in accordance with VDOT’s Subdivision Street Requirements manual and VDOT’s Road and Bridge Standards.
15. All utilities placed within the street right-of-way shall be placed on the outer 3 to 5 feet of the edge of the right-of-way. Manholes shall not be located in the pavement or shoulder of highways. Deviation from this condition requires prior approval by VDOT and will only be considered on a case-by-case basis.
Trees within street's right-of-way shall not be credited
17. Continued access to the residue by way of the existing farm road shall be subject to the approval of the Virginia Department of Transportation.
18. Unpaved portions of street rights-of-way shall not be credited towards open space requirements.
19. The SWM/BMP emergency spillway shall discharge into an existing stream or defined swale with adequate channel.
20. The toe of slope on the embankment or associated disturbed area of the SWM/BMP shall be at least twenty-five (25) feet from the property line.
21. All driveway culverts shall be sized for the ten (10) year storm.
22. Soils information shall be provided for the proposed stormwater management pond site.
23. All wetlands shall be identified and any required permits shall be obtained prior to final construction plan approval.
24. If stormwater to the existing pond is increased, an embankment analysis shall be performed.
25. Prior to final construction plan approval, a drainage easement for the existing pond outfall shall be required.
26. Prior to final construction plan approval, verification of an egress/ingress easement to serve the SWM/BMP facility shall be provided. The final plat shall reference the ingress/egress easement by deed book and page number.
27. A deed of non-common open space shall be recorded at the time of the first plat of subdivision.
28. The proposed cul-de-sac shall be no greater in length than nine hundred and fifty feet to the center of the bulb.