NCC223279_Site Plan or Location Map_20220920

BEFORE YOU DIG!
CALL 811
N.C. ONE -CALL CENTER
IT'S THE LAW!
BUILDING INSPECTIONS AND HANDICAP ACCESSIBILITY NOTES
7. ALL EXTERIOR PEDESTRIAN ROUTES SHALL HAVE A MINIMUM CLEAR WIDTH OF 48", INCLUDING CLEARANCE
BETWEEN RAILINGS WHERE PROVIDED, AND SHALL COMPLY WITH NCBC.
GENERAL NOTES:
8. THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES/SIDEWALKS WITHIN THE SITE, EXCEPT WHERE
1. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A SEPARATE DEMOLITION PERMIT FROM THE BUILDING
LABELED AS A RAMP, WHICH EXCEED A 5% (1:20) SLOPE IN THE DIRECTION OF TRAVEL AND A 2% (1:48)
INSPECTIONS DEPT.
CROSS SLOPE.
2. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED THROUGHOUT EXIT DISCHARGES IN ACCORDANCE WITH NCBC.
9. ALL PEDESTRIAN ROUTES WITH SLOPES EXCEEDING5% (1:20) ARE LABELED "RAMPS," SHOWING SLOPES, AND
3. ALL EXISTING AND PROPOSED OVERHEAD POWER LINES ARE INDICATED ON THE SITE PLAN. IT NO OVERHEAD
SHALL HAVE LANDINGS DESIGNED TO PREVENT THE ACCUMULATION OF WATER ON WALKING SURFACES AND
POWER LINES ARE INDICATED, THERE SHALL BE NONE.
WITH A MAXIMUM SLOPE OF 2% (1; 48) IN ANY DIRECTION INCLUDING THE DIAGONAL, AND COMPLY WITH
GRADING NOTES:
NCBC. RAMP RUNS WITH A RISE OF GREATER THAN 6" SHALL BE PROVIDED WITH HANDRAILS ON BOTH SIDES.
4. LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER THE NORTH CAROLINA BUILDING CODE (NCBC), BE AT
10. ALL EXTERIOR STAIRS AND LANDINGS SHALL BE DESIGNED TO PREVENT ACCUMULATION OF WATER ON
WALKING SURFACES, HAVE A MAXIMUM SLOPE OF 2% (1:48) IN ANY DIRECTION INCLUDING THE DIAGONAL
THE SAME ELEVATION AS THE FFE, AND SHALL HAVE A MAXIMUM SLOPE OF 2% (1:48) IN ANY DIRECTION
AND SHALL COMPLY WITH NCBC.
INCLUDING IN THE DIAGONAL.
ACCESSIBLE
5. SLOPES IN ACCESSIBLE PARKING SPACES, PASSENGER LOADING ZONES AND ACCESS AISLES SHALL NOT
11. CHANGES OF ELEVATION OF LESS THAN 12" SHALL COMPLY WITH NCBC SECTION 1003.5
12. ALL RETAINING SYSTEMS WITH A CUMULATIVE VERTICAL RELIEF GREATER THAN 5 FEET WITHIN 50 FEET,
EXCEED 2% (1: IN ANY DIRECTION INCLUDING IN THE DIAGONAL
6. THERE SHALL BE LEVEL TURNING AREAS WITH A IhN THEM IA SLOPE OF 2% (1:48) IN ANY DIRECTION
AND ALL RETAINING SYSTEMS WITH A CUMULATIVE VERTICAL RELIEF LESS THAN 5 FEET AND LOCATED CLOSER
INCLUDING IN THE DIAGONAL ON ALL SIDEWALKS WHERE AN INTERSECTING SIDEWALK CONNECTS WITH IT.
TO A BUILDING THAN THE VERTICAL RELIEF, SHALL E DESIGNED BY A REGISTERED DESIGN PROFESSIONAL
AN
AND REQUIRE A SEPARATE BUILDING PERMIT AND SPECIAL INSPECTIONS.
THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES/SIDEWALKS WITHIN THE SITE, EXCEPT WHERE
LABELED AS A RAMP, WHICH EXCEED A 5% (1:20) SLOPE IN THE DIRECTION OF TRAVEL AND A 2% (1:48)
CROSS SLOPE.
ADEQUATE DRAINAGE FOR BUILDING PADS
ALL NEW CONSTRUCTION SITES SHALL PROVIDE ADEQUATE DRAINAGE FROM THE 40' 30' 20' 10' 0 40' 80, OWNER:
ROAD, L.L.C. -WILL YEARNS
BUILDING FOUNDATION. THE GRADE SHALL SLOPE A MINIMUM OF 6 INCHES WITHIN
THE FIRST 10 FEET FROM THE BUILDING AS REFERENCED IN NC STATE BUILDING CODE. 3705 W. MARKET ST. SUITE A
ADEQUATE DRAINAGE SHALL ALSO BE PROVIDED FOR NEW COMMERCIAL CONSTRUCTION SCALE: 1 =40 GREENSBORO. N.C. 27403
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Revision
PROJECT NUMBER
2020003
DATE
MAY, 2021
Sheet,
3.3
11-30-21 3:00 PM