HomeMy WebLinkAboutSDP200600047 Action Letter 2023-03-20COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
Phone (434) 296-5832 Fax (434) 972-4126
November 10, 2009
Richard Jones
Management Services Corporation
PO BOX 5306
Charlottesville VA 22905
RE: LOR# 1 for SDP-2006 -00047 Burger Busters Minor Amendment including
Tax Map/Parcel Number 07800-00-00-07700 (now parcels 077AI, 077A2, 077A3, 077A4, 077A5)
Dear Mr. Jones,
This letter is to approve as a Letter of Revision for the floor plan square footage and use changes as
described in your letter dated 9/21/2009 to the above referenced site plan. This change is approved with the
emphasis that the square footage for each of the uses is currently maxed out for office space and the parking
onsite and shared with the adjacent parcel is also maxed out, meaning that there is no more parking
available for the current uses. It is crucial to understand that the area in the basement to be "Common
Element — Unfinished" and "Unfinished Unit 101 "must remain so as long as no other parking arrangement
can be worked out. If parking becomes available to the site and you wish to use it then a future LOR will
be needed. Providing certification on your part that the space is "non -tenant space" is a step that is greatly
appreciated and will help avoid any issues with tenants in the future. This is the 1" Letter of Revision for
this site. A total of three (3) Letters of Revision are allowed before all changes to the plan are required to
be submitted in the form of a site plan amendment.
Sincerely,
Francis H MacCall
Senior Planner
Attachments: Letter of Request
Site Plan Change
OFFICE PARKING
TOTAL # OF
GROSS
NET
CALC (1 space per
PARKING
ROUNDED TO
TAX MAP
SQUARE
SQUARE
200sgft net Floor
SPACES
NEAREST WHOLE
PARCEL #ADDRESS
FOOTAGE
X 0.8 =
FOOTAGE
/ space)
=
REQUIRED
#
SITE PLAN
300
SQUARE FOOTAGE
78-73A3
HICKMAN
20400
0.8
16320
200
81.6
82
87-5 for 302 & 304
parking provided
Hickman
2005 MAJOR SDP
304
SQUARE FOOTAGE
78-77
HICKMAN
BUILDING #1
2835
0.8
2268
200
11.34
11
302
78-77
HICKMAN
BUILDING #2 (2story)
6392
0.8
5113.6
200
25.568
26
9227
7381.E
200
36.908
37
parking provided
38
2006 MINOR SDP
304
SQUARE FOOTAGE
78-77
HICKMAN
BUILDING #1
2835
0.8
2268
200
11.34
11
302
78-77
HICKMAN
BUILDING #2
6392
0.8
5113.6
200
25.568
26
partial basement
1200
0
0
200
6
6
42.908
43
parking provided
43
38+5 from 300
Hickman
BUILDING #1
2835
0.8
2268
200
11.34
11
BUILDING #2 full basement
958E
0.8
7670.4
200
38.352
38
Total B#1 and B42 full basement
12423
0.8
9938.4
200
49. 992
50
REAL ESTATE—t—
REAL ESTATE
SQUARE
304
FOOTAGE
78-77B
HICKMAN
BUILDING # 1 Total
2835
0.8
2268
200
11.34
11
302
basement
78-77A1
HICKMAN
BUILDING #2 (2story) Unit 101
1299
0
0
200
6.495
6
lsl floor
78-77A2
—3F
302
Unit201
1362
01
0
200
6.81
7
1 sl Floor
7 8-7 7—A
302
Unit 202
1222
0
0
200
6.11
6
2nd floor
78-77A4
302
Unit 301
1364
0
0
200
6.82
7
2nd floor
78-77A5
302
Unit 302
1224
0
0
200
6.12
6
BUILDING #2 Total
6471
01
0
1 200
32.355
32
Total B#1
2835
0.8
2268
200
11.34
11
Total B#2 w/ partal basement
6471
0
0
200
32.355
32
43
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY Tflk ALbt uVern t
COUNTY SERVICE AUTHORITY ON JANUARY 20, 1963, AS AMENDED DULY 1, 198Q.
4. ALL ELEVATIONS ARE BASED ON U.S,C. AND G.S. DATUM.
5. THE CONTRACTOR SHALL (I 900 552 7001 j, BE RESPONSIBLE FOR NOTIFYING ' MISS UTILRi' '
S. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATERUNES, ETC,
7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES
SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY.
EXCEPT WHERE THE UNE IS IN A PUBLIC ROAD RIGHT OF WAY OR AN ,
ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO
BE DEDICATED AS A UTILITY EASEMENT,
S. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER
CULVERTS OR S• SEPARATION WHEN WATERLINE IS INSULATED. USE
12. THICK THERMA CEL PIPE INSULATION IN Y X W SHEETS AS
MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE
COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND
CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF
CULVERT WHEN PARALLEL,
9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY, TO ACCOMODATE THESE METERS, METER UDS
WILL REQUIRE A 1 314• HOLE TAPPED INTO THE CENTER OF THE LID.
SUND TAPS OR PLUGS SHALL, BE PROVIDED TO PREVENT DEBRIS FROM
ENTERING THE BOX PRIOR TO METER INSTALLATION,
10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
11. CERTIFICATION THAT95 PER CENT.COMPAC ION IS OBTAINED SHALL BE
PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND
APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A
PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE
EXACT AREA THAT THE CERTIFICATION APPLIES TO.
12. VALVES ON DEAD END UNES.SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE
SITE TOTAL . AND _LAND USE DATA NOTES
OWNER/ DEVELOPER
EASTERN RIDGE LLC
3191 DARBY ROAD
KESWICK ,.VA.22947
VICINITY MAP SCALE t 1' : ZOW
NOTE: THIS PLAN IS A MINOR SITE PLAN AMENDMENT TO PREVIOUSLY APPROVE SITE PLANS
DATED NOVEMBER 14, 2005 AND MAY 4, 2006.
REVISIONS:
RECONFIGURE UNIT 101 AND UNFINISHED COMMON AREAS ON THE LOWER LEVEL FLOOR PLAN,
REDUCING FINISHED SQ. FT. OF UNIT 101 BY 47 SQ. FT. FROM 1,346 SQ. FT. TO 1,299 SQ. FT, AND
INCREASE COMMON AREA UNFINISHED BY 126 SQ. FT., FROM 569 SQ. FT. TO 695 SQ. FT., AND
TOTAL SITE AREA : 0.619 ACRE 26,964 S.F. REDUCE UNIT 101 UNFINISHED BY46 SQ. FT., FROM 296 SQ. FT. TO 250 SQ. FT., AND
PRESENT ZONING: PDMC
PROPOSED USE: OFFICE CHARACTER ELIMINATE REQUIREMENT FOR GWM CEILING @ 6'-0- ABOVE IN NON -TENANT AREA OF BASEMENT
PARKING SCHEDULE : 1 SPACE PER 200 S.P. NET OFFICE AREA PLAN /
EXISTING BUILDING: 2835 S.F. GROSS x 80% = 2 268 S.F. NET TOTAL BUILDING COVERAGE 3,196S.F. II.B%
PROPOSED BUILDING. 6392S.F.GROSSx60%=5!'14S.F. NET
TOTAL TOTAL IMPERVIOUS COVERAGE 16 , 1 4 0 S. F. 59.9 %
O _ TOTAL OPEN SPACE 7, 628 S.F. 28.3 % - Reviewed and Approved by t
PARKING REQUIRED SPACES Izv9 7 S�- ��Tdt� _ the
�r ity CommunDevlop ent Department
PARKING PROVIDED: 3$ SPACES GG ,!' - - Date:
Y3 G Me o��i BOUNDARY R TOPOGRAPHIC SURVEY SY
�f3 13.AUBREY HUFFMAN & ASSOCIATES LTD
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