HomeMy WebLinkAboutSP202000005 Plan - Submittal (First) Special Use Permit 2020-02-18SPECIAL PERMIT
CONCEPTUAL
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TAX MAP PARCEL AND OWNER INFO: PARCEL(S) 340090B00, 340090000 & 340090100
LENVIC LLC
2506 BRANDERMILL PL
CHARLOTTESVILLE,VA 22911
TOTAL SITE AREA: 0.87 ACRES (PARCELS 58A2-14 AND 58A2-20 COMBINED)
PROPOSED IMPERVIOUS AREA: 0.466 ACRES
LIMITS OF DISTURBANCE: 0,61 ACRES
SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: BASED ON FIELD SURVEY BY TIMMONS
GROUP DATED 1/11/19.
VERTICAL DATUM REFERENCE: NAVD 88
CURRENT USE: VACANT
PROPOSED USE: VETERINARY CLINIC AND GENERAL OFFICE.
ZONED: C1 (COMMERCIAL)
SETBACKS: PRIMARY STREET FRONTAGE (IVY ROAD): 10' MINIMUM
SIDE AND REAR: NONE
ADJACENT AREAS: NORTH - RAILROAD
EAST - COMMERCIAL
SOUTH - IVY ROAD
WEST - IVY ROAD
UTILITIES: PRIVATE WELL AND SEPTIC ON SITE.
REQUIRED PARKING:
VETERINARY CLINIC: 1 SPACE PER 200 SQUARE FEET OF GROSS FLOOR AREA EXCLUSIVE
OF THAT AREA TO HOUSE ANIMALS.
1 SPACE X 1,200 SF / 200 SF = 6 SPACES
GENERAL OFFICE: 1 SPACE PER 200 SQUARE FEET OF GROSS FLOOR AREA.
1 SPACE X (4,000 SF X 0.8) / 200 SF = 16 SPACES
PARKING REQUIRED FOR ADJACENT PARCEL (4282 IVY ROAD): 10 SPACES
TOTAL PARKING REQUIRED: 34 SPACES
PARKING PROVIDED: 32 SPACES
VEHICLE TRIP GENERATION
LAND USE: GENERAL OFFICE
ITE CODE: 710
4,000 SF
ADT (WEEKDAY): 9.74 TRIPS PER 1000 SF -> 39 ADT
LAND USE: ANIMAL H CIS PITAL/VETERI NARY CLINIC
ITE CODE: 640
2,500 SF
ADT (WEEKDAY): 21.5 TRIPS PER 1000 SF -> 54 ADT
TOTAL AVERAGE DAILY TRIPS: 93
WATER QUALITY ANALYSIS (PRELIMINARY):
SITE DATA
PRE DEVELOPED AREA
IMPERVIOUS = 0.122 AC
TURF = 0.069 AC
WOODED = 0,689 AC
PRE DEVELOPMENT LOAD (TP) (LB/YR) = 0.32 LB/YR
POST DEVELOPED AREA
IMPERVIOUS = 0.466 AC
TURF = 0.144 AC
WOODED = 0.260 AC
POST DEVELOPMENT LOAD (TP) (LB/YR) = 1.10 LB/YR
MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 10%
TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 0.68 LB/YR
VIRGINIA STORMWATER MANAGEMENT PROGRAM REQUIREMENTS FOR WATER QUALITY WILL BE MET
THROUGH EITHER ONSITE TREATMENT OR THROUGH THE NUTRIENT CREDIT PROGRAM.
WATER QUANTITY NARRATIVE:
CHANNEL PROTECTION AND FLOOD PROTECTION REQUIREMENTS WILL BE MET THROUGH THE USE OF AN ONSITE
UNDERGROUND STORMWATER MANAGEMENT STORAGE PIPE.
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Sheet Number
Sheet Title
C0.0
COVER
C2.0
SITE CONTEXT PLAN
C3.0
EXISTING CONDITIONS
C4.0
SUP CONCEPT PLAN
TOTAL; 4 SHEETS
EXISTING
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CATCH BASIN WITH DOME GRATE
TRENCH DRAIN
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WATER MANHOLE
WATER VALVE
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FIRE HYDRANT
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GAS LINE
GAS METER
s
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GAS MARKER
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COMMUNICATIONS/TELEPHONE LINE
i
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TELEPHONE PEDESTAL
LD
COMMUNICATIONS VAULT
ELECTRIC LINE
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ELECTRIC MANHOLE
ELECTRIC PULLBOX
ELECTRIC METER
UTILITY POLE
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DECIDUOUS TREE
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MINOR CONTOUR
0-0
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PARKING SPACE COUNT
GRADING
TC = TOP OF CURB
BC = BOTTOM OF CURB
EP = EDGE OF PAVEMENT
EC = EDGE OF CONCRETE
TW = TOP OF WALL
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
N/A = NOT APPLICABLE TO THIS PROJECT
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