

LOCATION MAP

SITE ANALYSIS
FAR 25% TOTAL LOT 78,979 SQ FT = 19,745 MAX BUILDING SIZE
BUILDING 19,745 SQ FT REQUIRES 133 PARKING SPACES
PROPOSED BUILDING SIZE 8,000 SQ FT WITH 65 PARKING SPACES
PARKING SPACES MEASURED AT 19’ LENGTH 10’ WIDTH 24’ BETWEEN AISLES
ENTRANCE 25’ WIDTH AND 40’ LENGTH BEFORE RADIUS
LANDSCAPING REQ 25% LOT SIZE OR 19,745 SQ FT
NATIVE TREES (MAPLE/WHITE OAK) SHRUBS (NORTHERN BAYBERRY) AND PERENNIALS (SWITCH GRASS, GROUND COVER)
WASTERWATER CALCULATIONS
0.1 GALLONS PER SQUARE FOOT OR 8,000 X 0.1 = 800 GALLONS DAILY FLOW
800 X 1.1 (BUFFER) = 880 DAILY GALLONS (ADJUSTED) SEPTIC TANK CAPACITY = 1.5 X DAILY FLOW OR 1.5 X 880 = 1,320 GALLON CAP
PAGE
0’-0” = 78’-0”
LEACHING POOL (ASSUME SANDY LOAM OR 5 GALLONS PER DAY)
880 GALLONS / 5 GALLONS = 176 SQ FT LEACHING POOL MIN AREA OR 2 POOLS
APPROX 5 X 10
CONCEPTUAL SITE DIAGRAM

WIND
PROPOSED BUILDING
EXISTING TOPOGRAPHIC CONDITIONS
PROPOSED BUILDING

PROPOSED TOPOGRAPHIC CONDITIONS













































PROPOSED BUILDING
















































































































TOPOGRAPHIC CONDITIONS OVERLAY












PROPOSED EXISTING




































NORTH ELEVATION

PROPOSED ELEVATIONS
BUILDING 20’ HEIGHT; PAD +12’-0” ELEVATION



SOUTH ELEVATION

EAST ELEVATION



WEST ELEVATION







AXON SOUTHWEST







EXISTING 3D TOPOGRAPHIC CONDITIONS












































































PROPOSED


















PEDESTRIAN SIDEWALK
PROPOSED LIGHTING PLAN
BOLLARD/LIGHT POLE
OVERHANGING LIGHT FIXTURE
CATCH BASIN DRAINAGE DETAIL
GUTTER AND CURB CUT DRAINAGE DETAIL
