HomeMy WebLinkAboutSUB202000112 Review Comments Final Plat 2020-09-02� At,
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COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 229024596
Phone (434) 296-5832 Fax (434) 972-4126
Final Plat review
Project:
Rio Vista LLC, Final
Project file number:
SUB2020-00112
Plat preparer:
David Jordan, Commonwealth Land Surveying, LLC
1484 Greenbrier Place, Charlottesville, VA 22901 [ dave e vacls.com ]
[ biamison e roudabush.com]
Owner or rep.:
Rio Vista LLC, P.O. Box 5787, Charlottesville, VA 22905
[ hkhproperties@gmail.com ]
Plan received date:
15 Jun 2020
(Rev. 1)
2 Sep 2020
Date of comments:
16 Jun 2020
(Rev. 1)
2 Sep 2020
Reviewer:
John Anderson
Project Coordinator: 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. (Rev. 1) Addressed.
2. Lots IA and 1B 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 IA 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. (Rev. 1)
Addressed. As follow-up: see new item 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.' (Rev. 1) Addressed.
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. (Rev. 1)
Addressed, but unclear whether space exists on -site for vehicles to maneuver and exit in forward direction.
Engineering Review Comments
Page 2 of 3
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5. [14-312] Show location of all existing buildings on Lot I (to be subdivided).
(Note: Existing house is shown on plat at bk-pg. 5280-472.) [ Image showing house included with initial
review comments removed with Rev. 1 review comments. ] (Rev. 1) Addressed.
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. (Rev. 1) Comment may persist. Applicant response (email, David Jordan to C. Perez, August 24,
2020 6:25 PM) included correspondence from VDOT. Correspondence from VDOT d. Jul-7, 2020 pertains
to plat review #1, while specific new private entrance geometry is presented with revised final plat.
Recommend VDOT be given opportunity to review revised final subdivision plat.
New (Rev. 1)
7. Preserved steep slopes legend: Rotate legend linework to match pattern used on graphic portion of plat
8. Recommend legend symbol /line -type for buildable area/s.
9. Remove portion of Lot IA buildable area that lies within Ex. variable width RWSA San. Easement.
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Engineering Review Comments
Page 3 of 3
10. Note 8: Revise reference to FEMA Flood Insurance Rate Map effective February 4, 2005 to effective Mav
16.2016. Please ref county code 18-30.2.3.
(httos://librn.municode.com/va/albemarle county/codes/code of ordinances?nodeld=COALCOVI CH18Z0_
S30OVDI 530.3FL14AOVDIH. 530.3.2FLINRAMAFLINST )
Please feel free to call if any questions: 434.296-5832-x3069.
Thank you
SUB202000112 Rio Vista LLC FPT 090220revI