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HomeMy WebLinkAboutNCC223279_Site Plan or Location Map (2)_20220920E FLOOD CERTIFICATION The undersigned hereby certifies to the best of his knowledge and belief the location of the subject property has been checked against area HUD/FIA maps and information provided by the Department of Housing and Urban Development and finds that: t ) The subject property is located in a SPECIAL FLOOD HAZARD AREA as determined by HUD/FIA flood map. The subject property is not located in a SPECIAL FLOOD 1/V HAZARD AREA as determined by HUD/FIA flood map. FIRM MAP PANEL 2200J DATED 6--18--2007 37107 $ The subject property is located in an area which has not been mapped as to flood areas by HUD/F1A. BEFORE YOU DIG? CALL 811 N.C. ONE -CALL CENTER IT'S THE LAW1 BUILDING INSPECTIONS AND HANDICAP ACCESSIBILITY NOTES GENERAL NOTES: 1. ANY STRUCTURE TO E REMOVED SHALL REQUIRE RE A SEPARATE DEMOLITION PERMIT FROM THE BUILDING B Q ILDING INSPECTIONS DEPT. 2. MEANS OF EGRESS ILLUMINATIONSHALL BE PROVIDED THROUGHOUT EXIT DISCHARGES IN ACCORDANCE WITH NCBC. 3. ALL EXISTING AND PROPOSED OVERHEAD POWER LINES ARE INDICATED ON THE SITE PLAN. IT NO OVERHEAD POWER LINES ARE INDICATED, THERE SHALL BE NONE. GRADING NOTES: 4. LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER THE NORTH CAROLINA BUILDING CODE (NCBC), BE AT THE SAME ELEVATION AS THE FFE, AND SHALL HAVE A MAXIMUM SLOPE OF 2% (1:48) IN ANY DIRECTION INCLUDING IN THE DIAGONAL. 5. SLOPES IN ACCESSIBLE PARKING SPACES, PASSENGER LOADING ZONES AND ACCESS AISLES SHALL NOT EXCEED 2% (1:48) IN ANY DIRECTION INCLUDING IN THE DIAGONAL. 6. THERE SHALL BE LEVEL TURNING AREAS WITH A MAXIMIMUM SLOPE OF 2% (1:48) IN ANY DIRECTION INCLUDING IN THE DIAGONAL ON ALL SIDEWALKS WHERE AN INTERSECTING SIDEWALK CONNECTS WITH IT. 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. —X—X SILT FENCE c < BERM SEDIMENT TRAP 0 SWALE NUMBER — 800 — PROPOSED CONTOURS 800 - EXISTING CONTOURS SEDIMENT TRAP & PERM. POND DRAINAGE AREA LIMITS OF DISTURBED AREA 13 INLET PROTECTION DEVICE 7. ALL EXTERIOR PEDESTRIAN ROUTES SHALL HAVE A MINIMUM CLEAR WIDTH OF 48", INCLUDING CLEARANCE BETWEEN RAILINGS WHERE PROVIDED, AND SHALL COMPLY WITH NCBC. & 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 , EX D ( ) ( ) CROSS SLOPE. 9. ALL PEDESTRIAN ROUTES WITH SLOPES EXCEEDING5% (1:20) ARE LABELED "RAMPS," SHOWING SLOPES, AND SHALL HAVE LANDINGS DESIGNED TO PREVENT THE ACCUMULATION OF WATER ON WALKING SURFACES AND WITH A MAXIMUM SLOPE OF 2% (1:48) IN ANY DIRECTION INCLUDING THE DIAGONAL, AND COMPLY WITH NCBC. RAMP RUNS WITH A RISE OF GREATER THAN 6" SHALL BE PROVIDED WITH HANDRAILS ON BOTH SIDES. 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 AND SHALL COMPLY WITH NCBC. 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, AND ALL RETAINING SYSTEMS WITH A CUMULATIVE VERTICAL RELIEF LESS THAN 5 FEET AND LOCATED CLOSER TO A BUILDING THAN THE VERTICAL RELIEF, SHALL BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL. AND REQUIRE A SEPARATE BUILDING PERMIT AND SPECIAL INSPECTIONS. TREE CONSERVATION NOTES:' 1. CONTACT THE PLANNING DIRECTOR TO SCHEDULE A PRE —CONSTRUCTION MEETING' BEFORE ANY TREE DISTURBANCE, EXCEPT AS NOTED IN SEC. 30-4-26.3(C)(5), OCCURS ON THIS SITE. 2. ALL TREE CONSERVATION DEVICES MUST BE INSTALLED BEFORE INSPECTION BY THE PLANNING DIRECTOR AND BEFORE ANY TREE DISTURBANCE ACTIVITIES, EXCEPT AS NOTED IN SEC. 30-4-26.3(C)(5), OCCUR. 3. REMOVAL OF OR DAMAGE TO TREES IN THE TREE CONSERVATION AREA WILL BE SUBJECT TO ALL REMEDIES AND PENALTIES UNDER THE CITY'S' DEVELOPMENT ORDINANCE. 4. NO PARKING, STORAGE, DIRT STOCKPILING, CONCRETE WASHOUT OR ANY OTHER ACTIVITY IS PERMITTED IN THE TREE CONSERVATION AREA. OWNER: MACKAY ROAD, L.L.C. - WILL YEARNS 3705 W. MARKET ST. SUITE A GREENSBORO, N.C. 27403 336-442-1021 STORM DRAINAGE NOTES`. 1. STORM AS —GUILTS REQUIRED STORM AS—BUILTS ARE REQUIRED FOR ALL NEW PIPES 12" AND LARGER. SUBMIT ONE (1) SET OF PLANS TO THE ENGINEERING DEPARTMENT FOR RECORD PURPOSES. PLEASE CALL (336) 373-2052 WITH QUESTIONS. 2. ALL PUBLIC STORM SEWER MUST BE INSTALLED PER NCDOT SPECIFICATIONS. 3. PUBLIC STORM SEWER INSPECTION REQUIRED PRIOR TO PUBLIC STORM SEWER INSTALLATION, CONTACT ANDY VINCENT AT (336) 373-2336 TO SCHEDULE THE ASSIGNMENT OF AN INSPECTOR. 4. STRUCTURES CANNOT ENCROACH OR PROJECT LOAD INTO DRAINAGE EASEMENTS. IIY ^1141 V1RCle I1V1`e 11VGLVVIIYV IrIC VIMVVI`IML. 2. THE SLOPES IN H.C. PARKING SPACE/ACCESS AISLE AREA SHALL NOT EXCEED 2% IN ANY DIRECTION INCLUDING THE DIAGONAL. 3. THERE SHALL BE LEVEL TURNING AREAS (MAS. 2% SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL) ON ALL SIDEWALKS WHERE AN INTERSECTING SIDEWALK CONNECTS WITH IT. 4. THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES/SIDEWALKS WITHIN THE SITE, EXCEPT WHERE LABELED AS A RAMP WITH RAILS, WHICH EXCEED A 5% SLOPE IN THE DIRECTION OF TRAVEL AND A 2% CROSSLOPE. 5. ALL PEDESTRIAN ROUTES >5% (1:20), IF ANY, ARE LABELED "RAMPS" SHOWING SLOPES, LEVEL LANDINGS AT TOP AND BOTTOM (MAX 2% SLOPE IN ANY DIRECTION INCLUDING THE DIAGONAL), RAILINGS/GUARDRAILS, AND SHALL CO MPLY WITH NCBC. 6. ALL STAIRS SHALL HAVE SLIGHTLY SLOPED LANDINGS (MAX. 2% IN ANY DIRECTION INCLUDING THE DIAGONAL) AT THE TOP AND BOTTOM AND SHALL COMPLY WITH THE NCBC. 7. ALL RETAINING WALLS. 4 REQUIRE A BUILDING PERMIT FROM BUILDING INSPECTIONS. 8. STAIRS/STEPS WITH LESS THAN A 12" ELEVATION CHANGE SHALL COMPLY WITH NCBC 1003.5. ADEQUATE DRAINAGE FOR BUILDING PADS ALL NEW CONSTRUCTION SITES SHALL PROVIDE ADEQUATE DRAINAGE FROM THE 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. ADEQUATE DRAINAGE SHALL ALSO BE PROVIDED FOR NEW COMMERCIAL CONSTRUCTION IN COMPLIANCE WITH THE NC STATE BUILDING CODE. 40' 30' 20' 10' 0 40' 80' SCALE: 1 "=40' THIS IS NOT A SURVEY. NOT FOR RECORD, SALES, OR CONVEYANCE. U Z i—I U' w CO0 w I LO IV Z W 0' U0N (D z (!7 n C) 00 t9 W w zxZ� 0 Z C : z, I --- 4 ZO U O N z E W U) O w a W� QW z 00 w J L 1'9 ,��♦UI Y i1e,! �.. � v��P • b d0k of Boost z z z coo o RJU z0 � a o a moo} Q o � Q o Z ry z � o t 0 Q ry � I M By Revision PROJECT NUMBER 2020003 DATE MAY, 2021 Sheet: 4 o 5-19-21 10:30 AM