Prince William County Amends Zoning Ordinance
The Board of Supervisors for Prince William County voted on December 21, 2004 to amend the text of its Zoning Ordinance.
Details of the amendments can be found by accessing the below link:
Prince William County Zoning Ordinance Update
Additionally, the Board took action to initiate amendments to its Design and Construction Manual (DCSM) and the Subdivision Ordinance. Details of the proposed changes may be found in the below document.
Proposed Amendments to DCSM
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Highlights of New Subdivision Street Requirements
1. A separate Design Guide has been prepared which is an Appendix to the Road Design Manual.
2. Section 24 VAC 30-91-20. Applicability
The effective date for these changes is January 1, 2005. Between now and July 1, 2005, “the Department will allow the design of streets in accordance with either the former requirements (1996) or these requirements.” Any street design “initially submitted” for consideration after July 1, 2005, “shall be in accordance with the 2005 requirements. For tracking purposes, the date of submission to the county will be utilized.
LDS would prefer that this transition be made as early as possible. “Initial Submission” will be defined as the first submission of the detailed Subdivision Plan, not Preliminary Plans or Rezoning plans. Therefore, if you are currently working on such plans, please use the latest standards if you cannot make a first submission of the Subdivision Plan prior to July 1, 2005. Should this become a problem, Design Exception Requests may be submitted for each element that is not in conformance with the new requirements.
3. Section 24 VAC 30-91-69 Service Requirements
The modifications to this section may allow acceptance of roadways by the Department for maintenance, at an earlier date than previously provided. The changes in the definition of “public service” may also impact which roadways are accepted.
4. Section 24 VAC 30-91-70 Phased Development
Certain subdivision streets having 4-lanes or more to accommodate traffic may be accepted for maintenance in phases at the request of the governing body, without the need for a formal agreement.
5. Section 24 VAC 30-91-110, D., 3. Pavement Additions to Existing Streets
When widening an existing roadway or adding turn lanes, this section provides for the overlay of the entire street (both old and new section) unless otherwise approved.
6. Section 24 VAC 30-91-110, I. Pedestrian, Bicycle, and Shared Use Path Facilities
All sidewalks and shared use paths constructed with subdivisions will be maintained by the Department if they are located entirely in the ROW and constructed to Department standards.
7. Section 24 VAC 30-91-110, J. Bridge, Drainage and other Grade Separated Structures
Provides for Department maintenance of pedestrian tunnels under certain circumstances.
8. Section 24 VAC 30-91-110, K. Dams
This section has been rewritten in order to more clearly specify Department requirements should a roadway cross over, or be located nearby, a dam embankment.
9. Section 24 VAC 30-91-130 Neotraditional Developments
This section indicates that the Department is receptive to innovative subdivision design, such as neotraditional developments.
10. Section 24 VAC 30-91-140, C. Maintenance Fee
The maintenance fee will no longer provide for monthly proration. A maintenance fee will be required for a full year. This requirement will become effective immediately.
11. Section 24-VAC 30-91-140, D. Administration Cost Recovery Fee
This section allows the Department to charge a fee for the review, inspection, and processing of subdivisions. This requirement is expected to become effective in July 2005.
Highlights of New Subdivision Street Design Guide
1. Section B-1-Introduction
The Design Guide replaces much of the detailed construction information formerly contained in the Subdivision Street Requirements. The Design Guide will become Appendix B to the Road Design Manual.
2. Section B-2-Design Criteria, Terrain
Terrain is no longer a primary factor in street design.
3. Section B-3-Roadway Geometric Design Criteria, Table 1 and Table 2
Sight distance requirements have been changed to more closely follow ASSHTO’s requirements.
Pavement widths have been revised (up and down) to more closely follow the Road Design Manual and ASSHTO recommendations.
Clear Zones are more clearly defined.
4. Section B-3-Roadway Geometric Design Criteria, Table 3
Design criteria for One-Way Streets are provided.
5. Section B-3-Roadway Geometric Design Criteria, D., Sight Distance
Definitions and requirements for Stopping Sight Distance, Intersection Sight Distance, and Sight Distance Triangles are more clearly defined and revised to more closely follow ASSHTO recommendations.
6. Section B-4-Elements of Typical Section, C., Parking Lane Widths
Widths of parking lanes on curb and gutter streets are specified.
7. Section B-4-Elements of Typical Section, D., 3., Minimum Radii
Corner radii clearly are specified for various conditions.
8. Section B-4-Elements of Typical Section, F., Cul-de-sacs and Turnarounds
Alternative treatments for cul-de-sacs and turnarounds are provided. However, these may not be acceptable to local jurisdictions or VDOT personnel under certain circumstances, so preapproval is recommended prior to their application.
9. Section B-4-Elements of Typical Section, G., 6., Treatment Behind Curbs
A minimum utility strip of three feet is now required between the back of curb and the sidewalk.
If a utility strip of six feet is provided, a street tree may be placed three feet from the back of curb. Note that this provision is only for subdivision streets with an ADT < 4000 VPD.
10. Section B-4-Elements of Typical Section, I., 1., Sidewalk Standards
Sidewalks should be five feet in width. Sidewalks less than five feet in width are to be provided with an appropriate passing area in accordance with ADA requirements. In no case shall a sidewalk be less than three feet.
11. Section B-4-Elements of Typical Section, I., 2., Shared Use Paths
Updated design standards are provided, including a six-foot separation from the back of curb, a ten-foot width, two-foot shoulders, and a minimum three-foot clear zone.
12. Section B-4-Elements of Typical Section, I., 3., Pedestrian Tunnels
Criteria are presented for Department maintenance of pedestrian tunnels.
13. Section B-4-Elements of Typical Section, L., 1., ROW Width
This section reads in part: “ROW is to be provided for a distance of three feet beyond any facility to be maintained by VDOT”; but also states that: “In no case shall the ROW extend less that one foot beyond any feature to be maintained by the Department.” In the NOVA District this requirement will be interpreted to require that the ROW should extend one foot beyond the sidewalk as is currently required. For other structures, i.e. bridges, culverts, headwalls, etc., that do not run continually along the roadway, or for which replacement would require additional excavation, the ROW should extend three feet beyond the facility in most circumstances.
14. Section B-5-Other Design Considerations, A., Clear Zones
Criteria for clear zones are more clearly established, including the need for a three-foot clear zone for shared use paths that is free of all obstructions (even if breakaway features are provided).
15. Section B-5-Other Design Considerations, F., Traffic Calming
Tangent lengths in subdivision streets should ideally be less than five hundred feet. If subdivisions streets cannot be designed to meet target speeds, traffic calming measures may be appropriate. Specific treatments are identified for various traffic volumes. However, these may not be acceptable to local jurisdictions or VDOT personnel under certain circumstances, so preapproval is recommended prior to their application.
16. Section B-6-Neotraditional Neighborhoods
Neotraditional neighborhoods are provided in this section.
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An amendment has been made
to the Fairfax County Code and Subdivision Ordinance regarding
shared utility easements effective July 1, 2004.
A shared utility easement
must be shown on all proposed subdivision plans and final subdivision
plats except for minor lot line adjustment plats. A 15' shared
utility easement must be ahown parallel to the proposed right-of-way
for detached single-family developments. A 10' shared utility
easement to be shown at the rear of townhouse lots.
Notification of the plan/plat
submission and a copy of the plan must be sent certified mail
to the participating utility companies.
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“Your kind of customer service is positive … with a ‘can do’ attitude. You all have also been very helpful and professional.”
Most recently, LDC completed an aerial photo of the campus at Saint Benedict Monastery, home to both the Linton Hall School and Saint Gertrude High School.
With a contribution to their Monastic Bread works bakery, LDC President John Marshall has provided additional support to the Benedictine Sisters.