HomeMy WebLinkAboutSDP202000073 Plan - Revision 2021-01-19T I M M O N S GROUP Su$e200 n Avenue F 434.295.8317
YOUR VISION ACHIEVED THROUGH OURS. Charlottesville, VA22903 www.timmons.com
January 19, 2020
County of Albemarle
Christopher Perez
Department of Community Development
401 McIntire Road
Charlottesville, VA 22902
RE: Keswick Hall Spa Minor Site Plan Amendment Summary
Dear Mr. Perez:
The following is a summary of the revisions to SDP2020-73 Keswick Hall Spa project. Please do not hesitate to
give me a call if you have further questions.
Summary Narrative
Ownership has reduced the building square footage by approximately 6,000 SF which created the need to adjust
the grading around the southern side of the building. In response to the building size reduction the load dock and
mechanical equipment spaces have been revised along the eastern side of the building. Ownership elected to
remove excess parking spaces and modifications to the parking lot, east of the building have been incorporated into
this set of drawings. All permeable pavers within the eastern parking lot have been removed. The 20 ft permanent
stormwater management facility easement (DB 05368 PG 0603-00612; DB 05368 PG 0613-00619) has not been
modified as the outfall from the CMP detention system has not been moved. A WPO amendment has been
submitted to capture all necessary stormwater quality and quantity revisions.
The following is a detailed description of changes per plans dated 01/18/2021:
• Sheet C0.00
o The total parking spaces provided has been reduced from 38 to 37 spaces. Parking spaces had
been miscounted and the cover sheet has been updated.
o The "Stormwater Nutrient Credits" summary under the notes portion of the Cover Sheet has been
updated to reflect a surplus of 0.09 Ib/yr nutrient credits.
• Sheet C4.0
o Dimensions have been added to the dumpster area for clarification
o Dimensions have been added to the loading area for clarification
o CG-6 curb has been added per Engineering comments
o ADA parking space dimensions have been revised.
o One handrail has been removed from the sidewalk adjacent to the loading area. Grading has been
revised to reflect no more than a 10 inch elevation difference between the walking surface and
adjacent ground.
• Sheet C5.0
o CG-6 curb has been added per Engineering Comments
o Contours along the east side of the reinforced emergency access road to provide a swale that
leads to new inlet 136 per Engineering Comments.
o Grading between the sidewalk adjacent to the loading area and asphalt has been modified to
eliminate the need for a handrail.
• Sheet C5.1
0 Contours along the east side of the reinforced emergency access road to provide a swale that
leads to new inlet 136 per Engineering Comments.
• Sheet C6.2
0 Stormwater calculations have been updated to reflect the new inlet structure 136, pipe 135 and change in size
to structure 126.
• Sheet C6.3
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIs I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES
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o A drainage area for inlet 136 has been added
• Sheet C7.1
o A profile for structure 136 has been added to this plan sheet.
Changes noted on drawings dated 11/09/2020:
• Sheet C0.00
o Building square footage has been updated along with the parking calculations.
Sheet C4.0
o The building footprint has been reduced, loading dock and mechanical equipment location have
been updated.
o The southernmost 12 parking spaces have been removed.
o Sidewalk adjacent to the eastern parking lot has been removed along with the cross walk to the
west. An ADA compliant ramp has been proposed along within this space.
o A sanitary sewer connection has been provided from the proposed fountain.
o The sanitary sewer service for the Spa building has been shifted to the southern side of the
building.
o The proposed FDC has shifted to the east side of the building
o The proposed domestic and fire line connections have been shifted to the south side of the building.
o The underground telecommunication line locations have been updated to tie to the southern side of the
building.
Sheet C5.0:
o Site grading has been revised to accommodate the changes described on C4.0.
o Inlets and pipes around the site have been updated. The outfall pipes (#101 to #109) have not
been moved and remain within the stormwater easement.
• Sheet C5.1:
o Site grading has been revised to accommodate the changes described on C4.0.
• Sheet C6.2:
o Stormwater pipe and inlet calculations have been updated to reflect the revised site conditions.
• Sheet C6.3
o Drainage areas have been updated to match the inlet adjustments
• Sheet C7.1:
o Profiles have been updated.
• Sheet Lt.10:
o Landscape plan has been updated to reflect the latest site plan changes.
• 1-1.20 — 1-3.60:
o Landscape plan sheets have been updated to reflect the latest site plan changes.
• SP LC1.01 — SP LC1.04:
o The Photometric plan has been updated to reflect the latest proposed site plan drawing as seen on C4.0.
If you have any questions or comments, please feel free to give me a call at 704.941.4097.
Sincerely,
Andrew Allison, P.E.
Project Engineer
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIs I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES
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