HomeMy WebLinkAboutWPO200900020 Review Comments Road Plan and Comps. 2010-07-14youtube.com
� OF Al,
,. vIRGI1`IZP
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
Project:
University Village, Phase 1; SDP - 2009 - 00033, WPO- 2009 -00020
Plan preparer:
Mr. Scott Collins; Collins Engineering
Owner or rep.:
Next Generation, LLC
Plan received date:
27 April 2009
Rev. 2:
14 April 2010
Date of comments:
19 May 2009
Rev. 2:
14 May 2010
Reviewer:
Phil Custer
Rev. 2:
John P. Diez
The final site and road plans for Phase 1 of the University Village Retirement Community project, received
on 14 April 2010, have received engineering review. The applicant has requested that the site plan be
reviewed under the Zoning Ordinance at the time of the rezoning approval (ZMA- 1977 -019).
A. Final Site Plan [SDP- 2009 - 00033]
1. Please show the benchmark in the plan set. [32.4.35]
(Rev. 2) Comment has been addressed.
2. The road crossing will require fill in the floodplain and, therefore, a special use permit will be
necessary. A site plan can not be approved for this project without the SP for fill in the floodplain.
[30.3]
(Rev. 2) This has been removed from the plans.
3. All handicap parking spaces must be 12ft wide. [4.12.6.5]
(Rev. 2) Comment has been addressed.
4. The site plan shows disturbance to an undisturbed buffer on the rezoned commercial portion of the
property for the construction of a sewer line. Please request a waiver of this buffer and it will be
taken to the Planning Commission.
(Rev. 2) This issue is handled by the planner
5. Please move the parking spaces and garages farther south so that the sidewalk along the road can
not be blocked by parked cars.
(Rev. 2) Comment has been addressed.
6. The pipe systems on the site plan sheets (S) and drainage plan sheets (DP) show different
alignment and networks. Please correct.
(Rev. 2) Comment has been addressed.
7. A drainage structure is needed on University Lane across from structure 50.
(Rev. 2) Comment has been addressed.
8. Please call out a VDOT Safety Slab for structure 113.
(Rev. 2) Comment has been addressed.
9. Please provide VDOT Inlet Shaping on all inlets where flow drops 4ft (either from a pipe or from
the surface).
(Rev. 2) Comment has been addressed.
Current Development
Engineering Review Comments
Page 2 of 3
10. On -grade curb inlet calculations appear to be incorrect. For every inlet, a longitudinal slope of
0.5% is used for the computation.
(Rev. 2) Comment has been addressed
11. The site plan cannot be approved until all elements of the WPO plan are approved. Comments
regarding the ESC and SWM plans will be given in a separate letter.
(Rev. 2) Please see WPO comments.
12. This project is located outside the jurisdictional area for public water and sewer service but within
the development area boundary. The jurisdictional area is currently being updated by the Planning
Department.
(Rev. 2) Comment has been addressed.
B. Road Plan [WPO- 2009 - 00020]
1. VDOT approval is required.
(Rev. 2) Comment has not been addressed.
2. A road bond must be posted prior to approval of the site plan. The applicant must provide an item
by item breakdown from a contractor for the construction of all public improvements. This cost
estimate will be subject to the review of the County Engineer. [32.5.2]
(Rev. 2) Comment has not been addressed.
3. The radius of the cul -de -sac must be a minimum of 50ft. [32.5.9]
(Rev. 2) Comment has been addressed.
4. The pavement section details do not match for all roads between the individual detail and summary
table and the road cross section detail.
(Rev. 2) Comment has not been addressed.
5. Please reduce the cut and fill for the roadway between Sta. 19 +00 and Sta. 28 +00 so that critical
slope disturbance is minimized. A waiver for critical slope disturbance will be required in areas
where critical slopes disturbance could be reasonably avoided if the start of the fill or cut was
brought closer to the right -of -way.
(Rev. 2) Comment has not been addressed. In addition, it appears that part of the proposed
grading between Sta. 29 +50 and 31 +25 has been cropped out. Please revise.
6. The crossing of the perennial stream must be designed at this time, preferably, in conjunction with
the review of a Special Use Permit. The crossing should be designed so that the plan is in
conformity with the approved rezoning plan; a lake should be created with the roadway fill unless
a variation is given by the Director of Planning. Future comments may be required on the road
plan due to changes necessary to meet crossing requirements.
(Rev. 2) Please disregard this comment as this has been removed.
7. University Village Circle and University Village Lane will likely have to be private roads due to
VDOT's current road acceptance requirements. The loop road was also called out as private in the
application plan.
(Rev. 2) Comment has been addressed.
8. The width of University Village Circle is called out as 24ft width in plan view and a 28ft width in
the section. Please correct. Either section is permissible. Please also provide the standard 6ft
planting strip and 5ft sidewalk section for University Village Circle.
(Rev. 2) Comment has been addressed.
9. Please provide centerline radii for all roads on sheets R -1, R -2, and R -3.
(Rev. 2) Comment has not been addressed.
Current Development
Engineering Review Comments
Page 3 of 3
10. Please show easements on all pipes and culverts from VDOT ROW. Easement widths must meet
the standard described in the latest edition of the design manual. [32.5.12]
(Rev. 2) Comment has been addressed.
11. Please do not show in this plan set the possible future ROW for Boulders Road Extension or the
possible realignment of University Village Drive.
(Rev. 2) Comment has been addressed.
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