HomeMy WebLinkAboutSDP200500107 Plan - Approved Minor Amendment 2005-10-27` ----- '
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Department of Community Development
Planner/Zoning
Engineer /
Building Official
Architectural Review Board
/J s RT 810
Fire Official
Albemarle County Service Authority SITE RT 240
Virginia Department of Transportation F TGnti CFO RR
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RT
691 SH GH
P-ASOR T HILL
1H OF
TOP
RT 240
WHITEHALL DISTRICT
CURRENT USE: UNDEVELOPED
PROPOSED USE: OFFICE
VICINITY MAP (n t s)
ZONING: C-1
W. THOMAS MUNCASTER, JR.
1 "=2000 '
LAND USE SUMMARY:
� CERT.. NO. 16242 Q
BUILDING: 8,133 SF FDOTPRINT
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No mechanical equipment
TRAVELWAYS 6 PARKING: 36,994 SF
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shall be visible from
SIDEWALKS: 2,332 SF
IMPERVIOUS AREA: 47, 562 SF (61%)
AROFESSI�NP�
the Entrance Corridor.
OPEN: 30,448 SF (39%)
TOTAL SITE: 78,010 SF (1.79 AC)
OWNER: TYMARK
DEVELOPER: TURNER ENTERPRISES
TOPOGRAPHY: ROGER RAY S ASSOCIATES
PLAT DATA: ROGER RAY & ASSOCIATES
THIS PROJECT LIES WITHIN THE WATERSHED
OF THE
BEAVER CREEK AND SOUTH FORK RIVANNA
RESERVOIR WATERSHEDS
THIS PROJECT DOES NOT LIE WITHIN THE
FEMA
100-YEAR FLOODPLAIN
MAXIMUM BUILDING HEIGHT 35'
30 EMPLOYEES
ON SITE PAVING: 2"SM-9.5A; 6" 21A
PARKING SCHEDULE
ASPHALT TRANSITION
Basement: 800 sf (private
dedicated exercise room G storage)
NEW SIDEWALK TO
1st Floor: 6, 490 sf
EXISTING SIDEWALK
Gross Square
Footage
2nd Floor: 6,907 sf
Basement: 8,
132
sf
3rd Floor: 5, 435 sf
1st Floor: 8,
132
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sf ALL NEW PAVEMENT
Total: 19, 632 sf
2 d F 1 8
132
f WITHIN R/W
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Total Required: 99 spaces @1 sp/200 sf 3rd Floor: 6, 534 sf TO PE 6'#21A.
24' ACCESS EASEMENT Total Provided: 103 spaces Total: 30, 930 sf X 4.5'gM-25
w w 1.5'SM3.5A
Approved Parking Modification by Zoning Administrator
M. 56A(2)-((1))-33141'�7
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GENERAL CONSTRUCTION NOTES FOR SITE PLANS
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HICKORY
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A. Prior to any construction within any existing public right-of-way,
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including connection to any existing road, a permit shall be obtained from the Virginia
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Department of Transportation (VDOT). This plan as drawn may not accurately reflect the
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requirements of the permit. Where any discrepancies occur the requirements of the permit(
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shall govern.
2. All paving, drainage related materials and construction methods shall conform to current
T. M. 56A (2) - ( (1)) -30
LEWIS A. WOOD, JR.
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specifications and standards of VDOT unless otherwise noted.
W.B. 66-478
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3. Erosion and siltation control measures shall be provided in accordance with the approved
D.B. 309-53
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erosion control plan and shall be installed prior to any clearing, grading or other
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construction.
D.B. 274-23, 25 PLAT
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4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum
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allowable slope is 2:1 (harizontal:vertical). Where reasonably obtainable, lesser slopes
D.B. 133-198
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of 3:1 or better are to be achieved.
D.B. 109-22
24"
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5. Paved, rip-rapor stabilization mat lined ditch may be required when, in the opinion of the
ABAZONE:
HICKO Y
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AlbemarleCountyDirector of Engineering, or the Director's designee, it is deemed necessary
drainage
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in order to stabilize a channel.
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6. All traffic control signs shall conform to the Virginia manual for Uniform traffic Control Devices.
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7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
TIMBER RETAINING WALL
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B. All excavation for underground pipe installation must comply with OSHA Standards for the
(3'max)
Construction Industry (29 CFR Part 1936)
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BENPKMARKNAIL SET IN Waoos 35\ r75„E 14,5 WOOS 1 ) ASPHALT TRAN ITION
BASE OF 24" HICKORY \ \ 76 EX CO-6 TO NE. J C6-6
ELEV=708.16
APPROX. 8' TIE IN
5' GONGRETE SIDEWALK GO-6 TO MATCH \
EXISTING PAVEMENT \
1.5' SM 9.5A
4.5'2,M-25.0
TYPICAL SECTION ROAD FRONTAGE \
GRAPHIC SCALE 1"=20' \
GRASS 6 WEEDS CURRENTLY COVER THE SITE. \
0 20 40 60 \
ASPHALT TRANSITION
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DESIGNED BY
DATE
TM
11\16\04
DRAWN BY
DATE
TM
11\16\04
CHECKED BY
DATE
FILE
EDIT
US Joiner
-
SCALE 1 " =20 '
DRAWING
1: 1
PLOT
PROJECT 11381A
OF 1
SHEET N0.