Owner/Applicant:                                                              Board of Supervisors Meeting Date:

Angler Development                                                            December 16, 2002

Staff Lead:                                                                          Department:  

Deirdre B. Clark                                                                    Community Development

Magisterial District:  Lee                                                   PIN:

Service District: Bealeton                                                    6899-24-9836-000




The applicant is seeking approval of a preliminary subdivision plat to divide approximately 16.1 acres zoned Commercial Highway (C-2) into three (3) parcels of ± 0.58, 1.71 and 12.41 acres for future commercial development.  The property is located on the east side of Marsh Road (Route 17), south of its intersection with Village Center Drive .

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 application.  On November 21, 2002 , the Planning Commission voted to approve the Liberty Station/Crane's Corner Preliminary Plat subject to the following conditions:

            1.   The final plat shall be in general conformance with the preliminary subdivision
plat entitled "Liberty Station – Commercial Development Preliminary
Subdivision Plat" dated
November 5, 2002 , and received in the Planning
Office on
November 6, 2002 .            

2.      A Virginia Certified Professional Soil Scientist (CPSS) shall adjust the Type I Soil Map soil lines onto the final plat.  This shall be done in the field and checked for any additional soil information to be added to the final scale plat map.

3.      A signature block shall be placed on the Final Soil Map sheet for the CPSS to sign which states:

Preliminary Soils Information Provided by the Fauquier County Soil Scientist Office via a Type I Soil Map (1"=400') Dated___________________.

This Virginia Certified Professional Soil Scientist has field reviewed and adjusted the preliminary soil information onto the final plat (1"=???') and certifies that this is the Best Available Soils Information to Date for Lots 1-??.


Va. Certified Professional Soil Scientist                         DATE

CPSS #3401-             

4.      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.

5.      The following statement shall be placed on the final plat:

·        “Foundations placed in Soil Mapping Units that show a moderate, high, or very high shrink-swell potential in the most recent Interpretive Guide to the Soils of Fauquier County, Virginia will require geotechnical evaluation in order to determine proper design”.

6.      In accordance with Section 7-600 of the Fauquier County Zoning Ordinance, a tree canopy calculation, landscape plan and buffer plan shall be provided with the final plat and construction plans.     

7.      The final construction plan must include a Stormwater Management/BMP facility, as required by the Stormwater Management Ordinance. 

8.      All road design and construction shall be in accordance with VDOT's 
Subdivision Street Requirements manual and VDOT's Road and Bridge Standards.

9.      Road and other construction shall insure drainage water will not rise higher
than 18" below the shoulder of proposed or existing public roads.  At a
minimum, culverts serving secondary and subdivision streets shall be
designed to accommodate the ten-year flood frequency.

10.  Provisions for adequate Stormwater Management will be required with all
phases of site development.

11.  A water model will be required with the final plans to demonstrate adequate
fire flow and pressures. 

12.   All lots shall have frontage on a public street prior to final plan approval.

            13. All required improvements to roads adjacent to the subject property shall be
designed, dedicated, constructed or bonded for construction prior to final plat

            14.  As is required by Section 5-7 of the Subdivision ordinance, all new roads
shall be a minimum of fifty (50) feet in width. The proposed half-
section of Reynards Boulevard shall be designed, dedicated, bonded and
constructed within a minimum width of fifty (50) feet, with the remainder
of the ninety (90) foot right-of-way to be dedicated, bonded and constructed
by others. However, if, prior to the construction of Reynards Boulevard , the
adjacent property owner has dedicated forty-five (45) feet of the ninety
(90) foot right-of-way, the applicant shall reduce their share of the right-of-
way to forty-five (45) feet.

15.    Prior to final construction plan approval, the applicant shall demonstrate that
all proffer conditions have been addressed.


Revised Preliminary Plat