HomeMy WebLinkAboutSUB202000112 Review Comments Final Plat 2020-06-16Phone (434) 296-5832
Project:
Project file number:
Plat preparer:
Owner or rep.
Plan received date:
Date of comments:
Reviewer:
Project Coordinator:
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902-4596
Fax (434) 972-4126
Final Plat review
Rio Vista LLC, Final
SUB2020-00112
David Jordan, Commonwealth Land Surveying, LLC
1484 Greenbrier Place, Charlottesville, VA 22901 [ dave@vacls.com ]
[ biamison(a-)roudabush.com]
Rio Vista LLC, P.O. Box 5787, Charlottesville, VA 22905
[ hkhproperties& mail.com ]
15 Jun 2020
16 Jun 2020
John Anderson
Christopher Perez
Engineering has reviewed the final plat and offers the following comments.
1. Eliminate Note 7. Note 14 is sufficient, provided it is accurate. Also, item 2, below.
2. Lots I and I contain limited areas (accessible from Rio Road) available for structures or private
entrances located at least 5' beyond 30' prescriptive right-of-way, and yet not located within a stream
buffer, flood zone `AE', existing easement, preserved steep slopes, and with required minimum building
separation. These areas are estimated to be —2,000 sf and 2,800 sf, max., respectively. Geometry required
of entrances onto Rio Road complicates viability of residential construction on Lots I and I (Also, item
6, below). Note 14 (review item 1) states each lot is sufficient to contain a building site that complies with
Sec. 4.2.1 of the Albemarle Zoning Ordinance. [14-302.A.9 ] Please depict the `location, area, and
dimensions of a building site on each proposed lot complying with the requirements of section 18-4.2.' If
plat is approved, residential construction will be severely constrained once lot entrance geometry, on -site
critical resources (FEMA flood zone, slopes, stream buffer), existing easements, and minimum building
separation requirements are applied to (overlay) the proposed subdivision. Also, item 4, below.
3. [ 14-304, Request to disturb steep slopes.] It appears that the proposed subdivision will likely require
disturbing steep slopes to provide sanitary sewer or water (lateral) connections to residential structures.
Provide plat Note stating `Water, sewer, energy, and communications distribution facilities are a by -right
use on preserved slopes, but that to the extent distribution facilities are established on preserved slopes, the
preserved slopes should be preserved to the maximum extent practicable consistent with the intent and
purpose of the steep slopes overlay district.'
4. Provide entrance/turnaround schematics that reflect standard entrance geometry for a private entrance onto
a public road for each lot (IA/1B); recommend on -site ability to maneuver a vehicle on each lot such that
vehicles may exit in a forward and not reverse direction. Rio Road at this location does not admit
possibility of safe exit from either lot in a reverse direction. Also, review item 6, below.
Engineering Review Comments
Page 2 of 2
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5. [14-312] Show location of all existing buildings on Lot 1 (to be subdivided).
(Note: Existing house is shown on plat at bk-pg. 5280-472.)
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6. [14-316] Prior to approval, coordinate with VDOT. Provide evidence that the entrance (principal means of
access) for each lot onto Rio Road complies with VDOT standards, including sight distance and entrance
spacing.
Please feel free to call if any questions: 434.296-5832-0069.
Thank you
SUB202000112 Rio Vista LLC FPT 061620