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HomeMy WebLinkAbout2025-07-11 OUT-2125 Civil Set - 2nd SubmittalGAS COMPANY PIEDMONT NATURAL GAS CONTACT: CARL PAQUET PHONE: 910.250.2242 PLANNING NEW HANOVER COUNTY PLANNING DEPARTMENT CONTACT: LINDA PAINTER PHONE: 910.798.7068 WATER AND SEWER CAPE FEAR PUBLIC UTILITY AUTHORITY CONTACT: FRANK STYERS PHONE: 910.332.6670 ELECTRIC COMPANY PROGRESS ENERGY CONTACT: KEVIN LEATHERWOOD PHONE: 910.602.4304 FIRE EMERGENCY DIAL 911 POLICE-FIRE-RESCUE TELEPHONE COMPANY BELL SOUTH CONTACT: STEVE DAYVAULT PHONE:910.392.8712 INTERNET TIME WARNER CABLE PHONE: 910.763.4638 SHEET INDEX SHEET DESCRIPTION C1.01 TITLE PAGE C2.01 EXISTING CONDITIONS C2.02 DEMOLITION PLAN C3.01 SITE PLAN C3.02 FIRE TRUCK TURNING MOVEMENT C4.01 GRADING PLAN C5.01 NPDES STABILIZATION PLAN C5.02 NPDES DETAILS C7.01 LANDSCAPE PLAN C7.02 LANDSCAPE NOTES & DETAILS C9.01 DETAILS for CONSTRUCTION DRAWINGS COOK OUT 7245 MARKET STREET NO SCALE VICINITY MAP SITE N.T.S.COUNTY OF NEW HANOVER SPECIFICATONS 2024 CONSULTANT CONTACT LIST: UTILITY & GOVERNING AGENCIES CONTACT LIST: GOVERNING SPECIFICATIONS DEVELOPMENT SUMMARY AREA TOTAL SITE AREA DISTURBED AREA EXISTING IMPERVIOUS AREA PROPOSED IMPERVIOUS AREA BUILDING AREA PARKING SUMMARY STANDARD REQUIRED ADA REQUIRED STANDARD PROVIDED ADA PROVIDED SETBACKS FRONT YARD REAR YARD SIDE YARD ZONING EXISTING ZONING PROPOSED ZONING 87,908 SF 2.02 AC 13,668 SF 0.31 AC 37,622 SF 0.86 AC 37,133 SF 0.87 AC 4,443 SF 6 STALLS PER 1,000 SF 4 STALLS (1 VAN) 42 STALLS 4 STALLS (1 VAN) 50 FT 35 FT 50 FT B-2 B-2 TITLE PAGE C-1.01 Wilmington, North Carolina 15 LAURA LANE, SUITE 300 THOMASVILLE, NC 27360 DEVELOPER/OWNER COOK OUT 15 LAURA LANE, SUITE 300 THOMASVILLE, NC 27360 PHONE: 919.215.7025 ARCHITECT SUMMEY ENGINEERING ASSOCIATES, PLLC ENGINEERING -CONSULTING - SURVEYING P.O. BOX 968 ASHEBORO, NC 27204 EMAIL: tonyia@summeyengineering.com OFFICE: 336.328.0902 FAX: 336.328.0922 CIVIL ENGINEER SAMBATEK NC P.C. 8312 CREEDMOOR ROAD RALEIGH, NC 27613 EMAIL: mhicks@sambatek.com CONTACT: MICHAEL HICKS PHONE: 919.848.6121 LANDSCAPE ARCHITECT SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 EMAIL: jworkman@sambatek.com CONTACT: JOHNNIE WORKMAN PHONE: 763.476.6010 SURVEYOR SAMBATEK NC P.C. 8312 CREEDMOOR ROAD RALEIGH, NC 27613 EMAIL: astock@sambatek.com CONTACT: AARON STOCK PHONE: 919.848.6121 24 HOUR CONTACT KYLE ULANDER CONSTRUCTION MANAGER TELEPHONE: (336) 867-8800 Know what's below. before you dig.Call R nc811.org or 1-800-632-4949 NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | ER I K A A T K I N S O N | 7/ 1 1 / 2 0 2 5 1 : 2 9 : 5 5 P M X: \ O U T - C O O K O U T \ 2 1 0 0 S I T E S \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 1 . 0 1 - T I T L E - N C . D W G :C1 . 0 1 T I T L E P A G E CONSTRUCTION DOCUMENTS © 2021 Sambatek COOK OUT RESTAURANT 7245 MARKET STREET WILMINGTON, NORTH CAROLINA 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 W E N D O V E R L N MAR K E T S T / H W Y 1 7 L E N D I R E R D O G D E N B U S I N E S S R D MAR K E T S T / H W Y 1 7 07-11-2025 13030.00SEARCH 13040.00SEARCH D D CPP 1 5 " CPP 1 5 " CPP 1 5 " CP P 1 5 " CP P 1 5 " CPP 1 5 " STORM SEWER CLEAN-OUT (TYP) UNDERGROUND TELCO PER PAINTED MARKINGS (TYP) O V E R H E A D E L E C T R I C ( T Y P ) UND E R G R O U N D T E L C O ( T Y P ) O V E R H E A D E L E C T R I C ( T Y P ) RIGH T - O F - W A Y ASPHALT ASPHALT GRASS GRASS GARBAGE CORRAL N/F KEVIN AND PAULINE DUNNE DEED BOOK 6549, PAGE 2546 PID : R04400-002-035-000 ROOS DINER INC DEED BOOK 6501 PAGE 1906 PID : R04400-002-036-000 87,908 SQ.FT. 2.02 ACRES MAR K E T S T R E E T - U . S . H I G H W A Y 1 7 (10 0 ' P U B L I C R / W ) A S P H A L T R O A D HANDICAP PARKING SIGN SINGLE POLE SIGN HEIGHT = 24.5' LIGHT POLE (TYP) UTILITY POLE (TYP) GUY WIRE (TYP) FIBER OPTIC VAULT (TYP) GAS LINE PER PAINTED MARKINGS (TYP) GAS VALVE (TYP) ELECTRIC PANEL FOR PUMP ELECTRIC METER AND MAIN PANEL GAS METER GAS LINE WOODEN FENCE 7' GAS VALVE (TYP) LIGHT POLE (TYP) BOLLARD (TYP) 4646 47 45 45 44 44 46 46 45 45 44 44 46 46 47 45 4 5 44 44 46 46 47 47 45 46 46 4 7 47 47 47 47 47 47 48 48 48 4 8 48 4 8 4 5 4 6 46 46 47 47 47 45 46 47 4 7 47 47 47 47 47 48 48 47 46 4746 4 6 CPP 15" CATCH BASIN TOP = 47.35' INV OUT (NE) = 44.15' DROP INLET RIM = 46.55' INV IN (SW) = 43.90' INV IN (SE) = 44.05' INV OUT (NE) = 43.90' CATCH BASIN TOP = 47.35' INV IN (SW) = 43.95' INV OUT (SE) = 43.85' CATCH BASIN TOP = 47.34' INV IN (NW) = 44.09' INV OUT (SE) = 43.94' CATCH BASIN TOP = 47.29' INV IN (NW) = 43.94' INV OUT (SE) = 43.84' STORM STRUCTURE ELEVATIONS AT MH RIM = 47.96' INV IN (NW) = 43.96' INV IN (SW) = 43.96' NO APPARENT OUTLET CATCH BASIN TOP = 47.27' INV IN (SW) = 43.97' INV OUT (NE) = 43.97' CATCH BASIN TOP = 47.41' INV IN (SW) = 44.06' INV OUT (NE) = 43.96' CATCH BASIN TOP = 47.30' INV IN (SW) = 44.00' INV OUT (NE) = 43.95' CATCH BASIN TOP = 47.25' INV IN (NW) = 43.90' INV OUT (NE) = 43.80' STORM MH RIM = 46.96' UNABLE TO INVERT CATCH BASIN TOP = 47.35' INV IN (NW) = 44.00' INV OUT (NE) = 43.90' CATCH BASIN TOP = 47.34' INV OUT (SE) = 43.99' CP P 1 5 " CPP 12" N 5 0 ° 0 7 ' 3 0 " W S36 ° 4 0 ' 4 2 " W CU R B & G U T T E R ( T Y P ) C U R B & G U T T E R ( T Y P ) CUR B & G U T T E R ( T Y P ) ED G E O F P A V E M E N T ( T Y P ) ED G E O F P A V E M E N T ( T Y P ) EDG E O F P A V E M E N T ( T Y P ) CON C R E T E SID E W A L K (TY P ) PRO P O S E D R I G H T - O F - W A Y FENCE CROSSES PROPERTY LINE FENCE MEANDERS ALONG PROPERTY LINE 21 15 5 11 2 EIP (BENT) FOUND FOR REFERENCE S28°01'32"W 2.05' FROM CORNER 2" EIP 12" REBAR FOUND 42. 9 9 63.2 3 10 2 . 9 6 49 5 . 0 1 ' ( T O T A L ) S40 ° 3 3 ' 5 7 " W 2 8 5 . 1 1 ' WOOD FENCE T.B.M. RAILROAD SPIKE IN UTILITY POLE ELEV = 45.90' NAD 83(2011) 1" EIP FOUND CONTROL POINT N.C.G.S. COORDINATES N=192,868.18 E=2,357,327.71 NAD83(2011) FENCE ENCROACHMENT 1.98 DOT R/W DISK S39 ° 3 8 ' 4 1 " W 1 8 0 . 2 6 ' PRO P O S E D R I G H T - O F - W A Y 194 . 8 4 ' 14 . 3 0 ' N42 ° 2 9 ' 3 8 " E 1 6 7 . 4 9 RIG H T - O F - W A Y A L O N G S U B J E C T P R O P E R T Y C U R R E N T L Y U N D E R C O N S T R U C T I O N EIP (BENT) FOUND FOR REFERENCE S12°21'01"W 1.14' FROM CORNER S5 3 ° 2 3 ' 4 2 " E 4 7 7 . 2 7 ' RIP-RAP DRAINAGE BASIN U N D E R G R O U N D T E L E P E R F I E L D M A R K I N G S FENCE ENCROACHMENT 2.32 CHAIN LINK FENCE (TYP) PERMANENT UTILITY EASEMENT DEED BOOK 6095, PAGE 2595 30 . 0 0 20 . 0 0 30' U T I L I T Y E A S E M E N T MB 2 9 , P G 1 3 3 20' A T & T E A S E M E N T MB 6 4 , P G 1 6 2 30' U T I L I T Y E A S E M E N T M B 2 9 , P G 1 3 3 30.0 0 N/F 7241 MARKET STREET, LLC DEED BOOK 6615, PAGE 1227 PID : R04400-001-006-000 RIG H T - O F - W A Y STORM SEWER CLEAN OUT (TYP) 8" PERFORATED ADS (TYP) 8" PERFORATED ADS (TYP) 50' F R O N T S E T B A C K 1.5" RPZ BACKFLOW PREVENTOR 1.5" WATER METER (TYP) WATER GATE VALVE (TYP) SSMH FORCED MAIN PUMP FIRE HYDRANT (TYP)WAT E R M A I N P E R P R E V I O U S S U R V E Y S43 ° 1 7 ' 3 9 " W 8 0 2 . 0 0 ' SAN I T A R Y S E W E R F O R C E M A I N (PE R U T I L I T Y P L A N S ) GREASE TRAP 2" HDPE PRIVATE SANITARY SEWER FORCE MAIN (PER UTILITY PLANS) 8" P V C W A T E R M A I N P E R U T I L I T Y P L A N 2" HDPE PRIVATE WATER SERVICE SA N I T A R Y S E W E R F O R C E M A I N (P E R U T I L I T Y P L A N S ) 2" WATER VALVE PROPERTY SUMMARY 1.THE BUILDING(S) AND EXTERIOR DIMENSIONS OF THE OUTSIDE WALL AT GROUND LEVEL ARE SHOWN ON THE SURVEY. IT MAY NOT BE THE FOUNDATION WALL. SURVEY NOTES 1.SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. IT IS DEFINED BY HUD F.I.R.M. COMMUNITY PANEL NUMBER 3720315900J, WITH AN EFFECTIVE DATE OF APRIL 03, 2006. SCALE IN FEET 0 6030 NORTH EXISTING CONDITIONS C-2.01 LEGEND BUILDING LINE FOUND MONUMENT SET MONUMENT MARKED ELECTRIC METER LIGHT AIR CONDITIONER GUY ANCHOR HANDICAP STALL UTILITY POLE POST FLARED END SECTION TELEPHONE PEDESTAL ELECTRIC TRANSFORMER GAS METER OVERHEAD WIRE CHAIN LINK FENCE IRON FENCE WIRE FENCE WOOD FENCE SETBACK LINE RESTRICTED ACCESS BUILDING CANOPY CONCRETE SURFACE LANDSCAPE SURFACE SIGN EASEMENT LINE CONCRETE CURB WATERMAIN SANITARY SEWER FORCEMAIN (SAN.) STORM SEWER DECIDUOUS TREE CONIFEROUS TREE 24 HOUR CONTACT KYLE ULANDER CONSTRUCTION MANAGER TELEPHONE: (336) 867-8800 NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | ER I K A A T K I N S O N | 11 / 1 3 / 2 0 2 4 1 2 : 2 5 : 4 8 P M X: \ O U T - C O O K O U T \ 2 1 0 0 S I T E S \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 2 . 0 1 - E X C N D - N C . D W G :C2 . 0 1 E X I S T I N G C O N D I T I O N S CONSTRUCTION DOCUMENTS © 2021 Sambatek COOK OUT RESTAURANT 7245 MARKET STREET WILMINGTON, NORTH CAROLINA 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 07-11-2025 13030.00SEARCH 13040.00SEARCH D D CPP 1 5 " CPP 1 5 " CPP 1 5 " CP P 1 5 " CP P 1 5 " CPP 1 5 " STORM SEWER CLEAN-OUT (TYP) UNDERGROUND TELCO PER PAINTED MARKINGS (TYP) O V E R H E A D E L E C T R I C ( T Y P ) UND E R G R O U N D T E L C O ( T Y P ) O V E R H E A D E L E C T R I C ( T Y P ) RIG H T - O F - W A Y ASPHALT ASPHALT GRASS GRASS GARBAGE CORRAL N/F KEVIN AND PAULINE DUNNE DEED BOOK 6549, PAGE 2546 PID : R04400-002-035-000 ROOS DINER INC DEED BOOK 6501 PAGE 1906 PID : R04400-002-036-000 87,908 SQ.FT. 2.02 ACRES MA R K E T S T R E E T - U . S . H I G H W A Y 1 7 (10 0 ' P U B L I C R / W ) A S P H A L T R O A D HANDICAP PARKING SIGN SINGLE POLE SIGN HEIGHT = 24.5' LIGHT POLE (TYP) UTILITY POLE (TYP) GUY WIRE (TYP) FIBER OPTIC VAULT (TYP) GAS LINE PER PAINTED MARKINGS (TYP) GAS VALVE (TYP) ELECTRIC PANEL FOR PUMP ELECTRIC METER AND MAIN PANEL GAS METER GAS LINE WOODEN FENCE 7' GAS VALVE (TYP) LIGHT POLE (TYP) BOLLARD (TYP) 4646 47 45 45 44 44 46 46 45 45 44 44 46 46 47 4 5 45 44 44 46 46 47 47 45 46 46 4 7 47 47 47 47 47 47 48 48 48 4 8 48 4 8 4 5 4 6 46 46 47 47 47 45 46 47 4 7 47 47 47 47 47 48 48 47 46 4746 4 6 CPP 15" CATCH BASIN TOP = 47.35' INV OUT (NE) = 44.15' DROP INLET RIM = 46.55' INV IN (SW) = 43.90' INV IN (SE) = 44.05' INV OUT (NE) = 43.90' CATCH BASIN TOP = 47.35' INV IN (SW) = 43.95' INV OUT (SE) = 43.85' CATCH BASIN TOP = 47.34' INV IN (NW) = 44.09' INV OUT (SE) = 43.94' CATCH BASIN TOP = 47.29' INV IN (NW) = 43.94' INV OUT (SE) = 43.84' STORM STRUCTURE ELEVATIONS AT MH RIM = 47.96' INV IN (NW) = 43.96' INV IN (SW) = 43.96' NO APPARENT OUTLET CATCH BASIN TOP = 47.27' INV IN (SW) = 43.97' INV OUT (NE) = 43.97' CATCH BASIN TOP = 47.41' INV IN (SW) = 44.06' INV OUT (NE) = 43.96' CATCH BASIN TOP = 47.30' INV IN (SW) = 44.00' INV OUT (NE) = 43.95' CATCH BASIN TOP = 47.25' INV IN (NW) = 43.90' INV OUT (NE) = 43.80' STORM MH RIM = 46.96' UNABLE TO INVERT CATCH BASIN TOP = 47.35' INV IN (NW) = 44.00' INV OUT (NE) = 43.90' CATCH BASIN TOP = 47.34' INV OUT (SE) = 43.99' CP P 1 5 " CPP 12" N 5 0 ° 0 7 ' 3 0 " W S36 ° 4 0 ' 4 2 " W CU R B & G U T T E R ( T Y P ) CU R B & G U T T E R ( T Y P ) CUR B & G U T T E R ( T Y P ) ED G E O F P A V E M E N T ( T Y P ) ED G E O F P A V E M E N T ( T Y P ) EDG E O F P A V E M E N T ( T Y P ) CON C R E T E SID E W A L K (TY P ) PRO P O S E D R I G H T - O F - W A Y FENCE CROSSES PROPERTY LINE FENCE MEANDERS ALONG PROPERTY LINE 21 5 EIP (BENT) FOUND FOR REFERENCE S28°01'32"W 2.05' FROM CORNER 2" EIP 12" REBAR FOUND 42. 9 9 63.2 3 10 2 . 9 6 49 5 . 0 1 ' ( T O T A L ) S40 ° 3 3 ' 5 7 " W 2 8 5 . 1 1 ' WOOD FENCE T.B.M. RAILROAD SPIKE IN UTILITY POLE ELEV = 45.90' NAD 83(2011) 1" EIP FOUND CONTROL POINT N.C.G.S. COORDINATES N=192,868.18 E=2,357,327.71 NAD83(2011) FENCE ENCROACHMENT 1.98 DOT R/W DISK S39 ° 3 8 ' 4 1 " W 1 8 0 . 2 6 ' PRO P O S E D R I G H T - O F - W A Y 194 . 8 4 ' 14 . 3 0 ' N42 ° 2 9 ' 3 8 " E 1 6 7 . 4 9 RIG H T - O F - W A Y A L O N G S U B J E C T P R O P E R T Y C U R R E N T L Y U N D E R C O N S T R U C T I O N EIP (BENT) FOUND FOR REFERENCE S12°21'01"W 1.14' FROM CORNER S5 3 ° 2 3 ' 4 2 " E 4 7 7 . 2 7 ' RIP-RAP DRAINAGE BASIN UN D E R G R O U N D T E L E P E R F I E L D M A R K I N G S FENCE ENCROACHMENT 2.32 CHAIN LINK FENCE (TYP) PERMANENT UTILITY EASEMENT DEED BOOK 6095, PAGE 2595 30 . 0 0 20 . 0 0 30' U T I L I T Y E A S E M E N T MB 2 9 , P G 1 3 3 20' A T & T E A S E M E N T MB 6 4 , P G 1 6 2 30' U T I L I T Y E A S E M E N T M B 2 9 , P G 1 3 3 30.0 0 N/F 7241 MARKET STREET, LLC DEED BOOK 6615, PAGE 1227 PID : R04400-001-006-000 RIG H T - O F - W A Y STORM SEWER CLEAN OUT (TYP) 8" PERFORATED ADS (TYP) 8" PERFORATED ADS (TYP) 50' F R O N T S E T B A C K 1.5" RPZ BACKFLOW PREVENTOR 1.5" WATER METER (TYP) WATER GATE VALVE (TYP) SSMH FORCED MAIN PUMP FIRE HYDRANT (TYP)WAT E R M A I N P E R P R E V I O U S S U R V E Y S43 ° 1 7 ' 3 9 " W 8 0 2 . 0 0 ' SAN I T A R Y S E W E R F O R C E M A I N (PE R U T I L I T Y P L A N S ) GREASE TRAP 2" HDPE PRIVATE SANITARY SEWER FORCE MAIN (PER UTILITY PLANS) 8" P V C W A T E R M A I N P E R U T I L I T Y P L A N 2" HDPE PRIVATE WATER SERVICE SA N I T A R Y S E W E R F O R C E M A I N (P E R U T I L I T Y P L A N S ) 2" WATER VALVE REMOVE EXISTING LANDSCAPING TO INSTALL PROPOSED LIGHTING. SEE LIGHTING PLAN. DEMOLITION NOTES 1.REMOVE EXISTING CURB AND GUTTER, COORDINATE REMOVAL WITH APPLICABLE FEDERAL, STATE, COUNTY, CITY, LOCAL AGENCIES OR LOCAL UTILITY COMPANY. 2.REMOVE EXISTING ASPHALT AREA, COORDINATE REMOVAL WITH APPLICABLE FEDERAL, STATE, COUNTY, CITY, LOCAL AGENCIES OR LOCAL UTILITY COMPANY. 3.RELOCATE EXISTING ITEM, COORDINATE RELOCATION WITH APPLICABLE FEDERAL, STATE, COUNTY, CITY, LOCAL AGENCIES OR LOCAL UTILITY COMPANY. 4.ITEM TO REMAIN. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CALLING 811 FOR THE LOCAL NOTIFICATION CENTER. THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DEMOLITION PLAN C-2.02 LEGEND BUILDING LINE GAS METER HYDRANT LIGHT UNDERGROUND CABLE TV BLOCK RETAINING WALL SPRINKLER HEADSH SPRINKLER VALVESV GUIDE RAIL HANDRAIL SAWCUT LINE CONCRETE CURB TREE LINE BOLLARD SIGN CHAIN LINK FENCE WOOD FENCE IRON FENCE WIRE FENCE TELEPHONE PEDESTAL ELECTRIC TRANSFORMER GAS METER OVERHEAD WIRE WATERMAIN SANITARY SEWER FORCEMAIN (SAN.) STORM SEWER DRAINTILE CONCRETE TREES / SHRUBS SCALE IN FEET 0 6030 NORTH 24 HOUR CONTACT KYLE ULANDER CONSTRUCTION MANAGER TELEPHONE: (336) 867-8800 NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | ER I K A A T K I N S O N | 7/ 1 5 / 2 0 2 5 1 : 5 2 : 2 1 P M X: \ O U T - C O O K O U T \ 2 1 0 0 S I T E S \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 2 . 0 2 - D E M O - N C . D W G :C2 . 0 2 D E M O L I T I O N P L A N CONSTRUCTION DOCUMENTS © 2021 Sambatek COOK OUT RESTAURANT 7245 MARKET STREET WILMINGTON, NORTH CAROLINA 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 2 2 1 2 1 1 1 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 44 4 44 4 3 4 3 4 4 4 4 4 4 1 3 1 4 07-15-2025 1303 0.00SEARCH 13040.00SEARCH D D RIG H T - O F - W A Y ASPHALT GRASS GRASS GARBAGE CORRAL N/F KEVIN AND PAULINE DUNNE DEED BOOK 6549, PAGE 2546 PID : R04400-002-035-000 ROOS DINER INC DEED BOOK 6501 PAGE 1906 PID : R04400-002-036-000 87,908 SQ.FT. 2.02 ACRES MA R K E T S T R E E T - U . S . H I G H W A Y 1 7 (10 0 ' P U B L I C R / W ) A S P H A L T R O A D HANDICAPPARKING SIGN SINGLE POLE SIGN HEIGHT = 24.5' BOLLARD (TYP) N 5 0 ° 0 7 ' 3 0 " W S36 ° 4 0 ' 4 2 " W CU R B & G U T T E R ( T Y P ) CU R B & G U T T E R ( T Y P ) CUR B & G U T T E R ( T Y P ) ED G E O F P A V E M E N T ( T Y P ) ED G E O F P A V E M E N T ( T Y P ) EDG E O F P A V E M E N T ( T Y P ) CON C R E T E SID E W A L K (TY P ) PRO P O S E D R I G H T - O F - W A Y FENCE CROSSES PROPERTY LINE FENCE MEANDERS ALONG PROPERTY LINE 15 11 2 EIP (BENT) FOUND FOR REFERENCE S28°01'32"W 2.05' FROM CORNER 2" EIP 12" REBAR FOUND 42. 9 9 63.2 3 10 2 . 9 6 49 5 . 0 1 ' ( T O T A L ) S40 ° 3 3 ' 5 7 " W 2 8 5 . 1 1 ' WOOD FENCE T.B.M. RAILROAD SPIKE IN UTILITY POLE ELEV = 45.90' NAD 83(2011) 1" EIP FOUND CONTROL POINT N.C.G.S. COORDINATES N=192,868.18 E=2,357,327.71 NAD83(2011) FENCE ENCROACHMENT 1.98 DOT R/W DISK S39 ° 3 8 ' 4 1 " W 1 8 0 . 2 6 ' PRO P O S E D R I G H T - O F - W A Y 194 . 8 4 ' 14 . 3 0 ' N42 ° 2 9 ' 3 8 " E 1 6 7 . 4 9 RIG H T - O F - W A Y A L O N G S U B J E C T P R O P E R T Y C U R R E N T L Y U N D E R C O N S T R U C T I O N EIP (BENT) FOUND FOR REFERENCE S12°21'01"W 1.14' FROM CORNER S5 3 ° 2 3 ' 4 2 " E 4 7 7 . 2 7 ' U N D E R G R O U N D T E L E P E R F I E L D M A R K I N G S FENCE ENCROACHMENT 2.32 CHAIN LINK FENCE (TYP) PERMANENT UTILITY EASEMENT DEED BOOK 6095, PAGE 2595 30 . 0 0 2 0 . 0 0 30' U T I L I T Y E A S E M E N T MB 2 9 , P G 1 3 3 20' A T & T E A S E M E N T MB 6 4 , P G 1 6 2 30' U T I L I T Y E A S E M E N T M B 2 9 , P G 1 3 3 30.0 0 N/F 7241 MARKET STREET, LLC DEED BOOK 6615, PAGE 1227 PID : R04400-001-006-000 RIG H T - O F - W A Y 50' F R O N T S E T B A C K 26. 4 ' 12. 0 ' 12. 7 ' 15.6 ' 12. 0 ' 12. 0 ' 5. 0 ' 18. 0 ' 24. 0 ' 18 . 0 ' 4. 9 ' 12 . 0 ' 9.0 ' 12.0 ' D O N O T E N T E R 58 . 0 ' COOK OUT 4,443 SF FFE=48.5± 48 4 7 48 48 48 48 CR O W N CRO W N CR O W N CR O W N CR O W N CR O W N CROW N P HATCHED AREA DENOTES NEW ASPHALT PAVEMENT 8'R 5'R 5'R 5'R 20'R 20'R 5'R 5'R 8'R 5'R 10'R 20'R 20'R 10'R 3'R 10'R 10' x 70' NCDOT SITE DISTANCE TRIANGLE 135 ' S T O P P I N G D I S T A N C E SCALE IN FEET 0 6030 NORTH THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CALLING 811 FOR THE LOCAL NOTIFICATION CENTER. THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. SITE PLAN C-3.01 A.CONSTRUCT 2.0' STANDARD CONCRETE SPILLING CURB AND GUTTER PER DETAIL SHEET B.CONSTRUCT 2.0' STANDARD CONCRETE CATCHING CURB AND GUTTER PER DETAIL SHEET C.CONSTRUCT HANDICAP RAMP D.EXISTING CONCRETE ACCESSIBLE RAMP E.EXISTING ACCESSIBLE PARKING STALL F.EXISTING ACCESSIBLE PARKING SIGN PER DETAIL SHEET G.EXISTING "VAN ACCESSIBLE" HANDICAP PARKING SIGN PER DETAIL SHEET H.CONCRETE PAVEMENT PER DETAIL SHEET I.ASPHALT PAVEMENT PER DETAIL SHEET J.EXISTING ELECTRICAL METER AND MAIN PANEL K.EXISTING DUMPSTER PAD L.EXISTING CONCRETE WHEEL STOP M.MENU BOARD, COORDINATE WITH OWNER N.PAINT 4" WIDE STRIPE, WHITE PAINT, MINIMUM FLOW RATE OF 100 SF PER GALLON (PAINT FEDERAL STANDARD: TT-P1952D) O.NOT USED P.PAINT "STOP" AND "DO NOT ENTER" PER MUTCD Q.PAINT TRAFFIC ARROWS PER DETAIL SHEET R.SITE IDENTIFICATION SIGN. COORDINATE WITH OWNER AND CITY. S.MATCH EXISTING CURB AND GUTTER T.ASPHALT/CONCRETE TRANSITION PER DETAIL SHEET U.INSTALL STEEL PIPE BOLLARD PER DETAIL SHEET V.MATCH EXISTING PAVEMENT W.MATCH EXISTING CONCRETE SIDEWALK X.PAINT CROSS WALK PER DETAIL SHEET Z. PAINT 24" WHITE STOP BAR PER MUTCD AA. PROPOSED CONCRETE FLUME BB. SEAL COAT EXISTING ASPHALT PAVEMENT CC. CONSTRUCT CONCRETE SIDEWALK PER DETAIL SHEET KEY NOTES PROPOSED EXISTING LEGEND RETAINING WALL WETLAND TREE LINE SAW CUT LINE BOLLARD PARKING STALL COUNT## A KEY NOTE CONCRETE PAVING CONCRETE SIDEWALK BOUNDARY LINE EASEMENT LINE CONCRETE CURB BUILDING LINE SIGN 1.THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2.ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE AND LOCAL CODES. 3.ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 4.PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY ANY REGULATORY AUTHORITY. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL CODES. 5.THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. 6.CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 7.ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH RESPECTIVE UTILITY. 8.CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATIONS. 9.ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 10.DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 11.THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 12.THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES. 13.GENERAL CONTRACTOR WILL ERECT AND ILLUMINATE A SITE IDENTIFICATION SIGN, PER OWNER'S SPECIFICATION. COORDINATE LOCATION WITH OWNER'S REPRESENTATIVE. 14.FINISH CURB AND WALK ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT GRADE UNLESS NOTED DIFFERENT ON PLAN. 15.CONTRACTOR SHALL ENSURE THAT ADEQUATE SITE LIGHTING IS PROVIDED PER OWNER'S SPECIFICATIONS. 16.ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE, UNLESS OTHERWISE INDICATED. 17.ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. 18.ALL DISTURBED AREAS SHALL HAVE TEMPORARY SEEDING AND MULCHING. ALL AREAS THAT ARE PLANNED TO BE BARE FOR MORE THAN 45 DAYS SHALL BE SEEDED AND MULCHED WITHIN SEVEN (7) DAYS. 19.THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COSTS HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON-SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT THE LOCAL LOCATE SERVICE BY CALLING 811 AT LEAST 12 FULL WORKING DAYS PRIOR TO ANY DIGGING FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. 20.ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE WHITE REFLECTIVE MARKINGS AND SHALL CONFORM TO LOCAL REGULATIONS. 21.COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE ACCOMPLISHED TO ACHIEVE 95 STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED IN THE SOIL REPORT. 22.THE CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. 23.BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHO PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS. 24.ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL CODES. 25.THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL BUILDING DIMENSIONS AND BUILDING SPECIFIC ITEMS. 26.CONTRACTOR SHALL COORDINATE EXACT SIZE OF HVAC CONCRETE PADS WITH MECHANICAL CONTRACTOR. REFER TO MECHANICAL PLANS FOR DETAILS. 27.ALL SEEDING, TEMPORARY AND PERMANENT, TO BE INSTALLED TO LOCAL REGULATIONS AND STANDARD PRACTICES. 28.ALL ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH "THE CURRENT EDITION OF THE STATE DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIALS SPECIFICATIONS". 29.ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ESTIMATION PURPOSES ONLY. 30.IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE IRRIGATION CONTRACTOR, FOR IRRIGATION SLEEVE SIZE FOR IRRIGATION SYSTEM. 31.CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL. DEVELOPMENT NOTES 24 HOUR CONTACT KYLE ULANDER CONSTRUCTION MANAGER TELEPHONE: (336) 867-8800 SPILL CURB LIGHT POLE ACCESSIBLE PARKING NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | ER I K A A T K I N S O N | 7/ 1 1 / 2 0 2 5 3 : 3 8 : 3 3 P M X: \ O U T - C O O K O U T \ 2 1 0 0 S I T E S \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 3 . 0 1 - S I T E - N C . D W G :C3 . 0 1 S I T E P L A N CONSTRUCTION DOCUMENTS © 2021 Sambatek COOK OUT RESTAURANT 7245 MARKET STREET WILMINGTON, NORTH CAROLINA 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 Q Q Q Q Q Q Q Q Q Z H H H H H H K T T T T T T NN O M B B A A AM U J U S S Q Q D N P L E E B C G F I W V V V V V V V D N N N Q Q I AA AA R CC 62 . 9 ' 79. 5 ' 07-11-2025 13030.00SEARCH 13040.00SEARCH D D RIG H T - O F - W A Y ASPHALT GRASS GRASS GARBAGE CORRAL N/F KEVIN AND PAULINE DUNNE DEED BOOK 6549, PAGE 2546 PID : R04400-002-035-000 ROOS DINER INC DEED BOOK 6501 PAGE 1906 PID : R04400-002-036-000 87,908 SQ.FT. 2.02 ACRES MA R K E T S T R E E T - U . S . H I G H W A Y 1 7 (10 0 ' P U B L I C R / W ) A S P H A L T R O A D HANDICAP PARKING SIGN SINGLE POLE SIGN HEIGHT = 24.5' BOLLARD (TYP) N 5 0 ° 0 7 ' 3 0 " W S36 ° 4 0 ' 4 2 " W CU R B & G U T T E R ( T Y P ) CU R B & G U T T E R ( T Y P ) CUR B & G U T T E R ( T Y P ) ED G E O F P A V E M E N T ( T Y P ) ED G E O F P A V E M E N T ( T Y P ) EDG E O F P A V E M E N T ( T Y P ) CON C R E T E SID E W A L K (TY P ) PRO P O S E D R I G H T - O F - W A Y FENCE CROSSES PROPERTY LINE FENCE MEANDERS ALONG PROPERTY LINE 15 11 2 49 5 . 0 1 ' ( T O T A L ) S40 ° 3 3 ' 5 7 " W 2 8 5 . 1 1 ' WOOD FENCE T.B.M. RAILROAD SPIKE IN UTILITY POLE ELEV = 45.90' NAD 83(2011) FENCE ENCROACHMENT 1.98 S39 ° 3 8 ' 4 1 " W 1 8 0 . 2 6 ' PRO P O S E D R I G H T - O F - W A Y 194 . 8 4 ' 14 . 3 0 ' N42 ° 2 9 ' 3 8 " E 1 6 7 . 4 9 RIG H T - O F - W A Y A L O N G S U B J E C T P R O P E R T Y C U R R E N T L Y U N D E R C O N S T R U C T I O N S5 3 ° 2 3 ' 4 2 " E 4 7 7 . 2 7 ' UN D E R G R O U N D T E L E P E R F I E L D M A R K I N G S FENCE ENCROACHMENT 2.32 CHAIN LINK FENCE (TYP) PERMANENT UTILITY EASEMENT DEED BOOK 6095, PAGE 2595 30 . 0 0 20 . 0 0 30' U T I L I T Y E A S E M E N T MB 2 9 , P G 1 3 3 20' A T & T E A S E M E N T MB 6 4 , P G 1 6 2 30' U T I L I T Y E A S E M E N T M B 2 9 , P G 1 3 3 30.0 0 N/F 7241 MARKET STREET, LLC DEED BOOK 6615, PAGE 1227 PID : R04400-001-006-000 RIG H T - O F - W A Y 50' F R O N T S E T B A C K D O N O T E N T E R COOK OUT 4,443 SF FFE=48.5± 48 4 7 48 48 48 48 CR O W N CRO W N CR O W N CR O W N CR O W N CR O W N CROW N 10' x 70' NCDOT SITE DISTANCE TRIANGLE Pumper F i r e T r u c k 40 8 22 Pumper Fire TruckOverall Length 40.000ftOverall Width 8.167ftOverall Body Height 7.745ftMin Body Ground Clearance 0.656ftTrack Width 8.167ftLock-to-lock time 5.00sMax Wheel Angle 45.00° SCALE IN FEET 0 6030 NORTH FIRE TRUCK TURNING MOVEMENT C-3.02 PROPOSED EXISTING LEGEND RETAINING WALL WETLAND TREE LINE SAW CUT LINE BOLLARD PARKING STALL COUNT## A KEY NOTE CONCRETE PAVING CONCRETE SIDEWALK BOUNDARY LINE EASEMENT LINE CONCRETE CURB BUILDING LINE SIGN SPILL CURB LIGHT POLE ACCESSIBLE PARKING NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | ER I K A A T K I N S O N | 1/ 1 6 / 2 0 2 5 1 0 : 3 9 : 2 9 A M X: \ O U T - C O O K O U T \ 2 1 0 0 S I T E S \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 3 . 0 2 - T R U C K . D W G :C3 . 0 2 T R U C K T U R N I N G CONSTRUCTION DOCUMENTS © 2021 Sambatek COOK OUT RESTAURANT 7245 MARKET STREET WILMINGTON, NORTH CAROLINA 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 07-11-2025 13030.00SEARCH 13040.00SEARCH D D CPP 1 5 " CPP 1 5 " CPP 1 5 " CP P 1 5 " CP P 1 5 " CPP 1 5 " STORM SEWER CLEAN-OUT (TYP) RIG H T - O F - W A Y ASPHALT GRASS GRASS GARBAGE CORRAL N/F KEVIN AND PAULINE DUNNE DEED BOOK 6549, PAGE 2546 PID : R04400-002-035-000 ROOS DINER INC DEED BOOK 6501 PAGE 1906 PID : R04400-002-036-000 87,908 SQ.FT. 2.02 ACRES MA R K E T S T R E E T - U . S . H I G H W A Y 1 7 (10 0 ' P U B L I C R / W ) A S P H A L T R O A D HANDICAP PARKING SIGN SINGLE POLE SIGN HEIGHT = 24.5' BOLLARD (TYP) 4646 47 45 45 44 44 46 46 45 45 44 44 46 46 47 4 5 45 44 44 46 46 47 47 45 46 46 4 7 47 47 47 47 47 47 48 48 48 4 8 48 48 4 5 4 6 46 46 47 47 47 45 46 47 4 7 47 47 47 47 47 48 48 47 46 4746 4 6 CPP 15" CATCH BASIN TOP = 47.35' INV OUT (NE) = 44.15' DROP INLET RIM = 46.55' INV IN (SW) = 43.90' INV IN (SE) = 44.05' INV OUT (NE) = 43.90' CATCH BASIN TOP = 47.35' INV IN (SW) = 43.95' INV OUT (SE) = 43.85' CATCH BASIN TOP = 47.34' INV IN (NW) = 44.09' INV OUT (SE) = 43.94' CATCH BASIN TOP = 47.29' INV IN (NW) = 43.94' INV OUT (SE) = 43.84' STORM STRUCTURE ELEVATIONS AT MH RIM = 47.96' INV IN (NW) = 43.96' INV IN (SW) = 43.96' NO APPARENT OUTLET CATCH BASIN TOP = 47.27' INV IN (SW) = 43.97' INV OUT (NE) = 43.97' CATCH BASIN TOP = 47.41' INV IN (SW) = 44.06' INV OUT (NE) = 43.96' CATCH BASIN TOP = 47.30' INV IN (SW) = 44.00' INV OUT (NE) = 43.95' CATCH BASIN TOP = 47.25' INV IN (NW) = 43.90' INV OUT (NE) = 43.80' STORM MH RIM = 46.96' UNABLE TO INVERT CATCH BASIN TOP = 47.35' INV IN (NW) = 44.00' INV OUT (NE) = 43.90' CATCH BASIN TOP = 47.34' INV OUT (SE) = 43.99' CP P 1 5 " CPP 12" N 5 0 ° 0 7 ' 3 0 " W S36 ° 4 0 ' 4 2 " W CU R B & G U T T E R ( T Y P ) CU R B & G U T T E R ( T Y P ) CUR B & G U T T E R ( T Y P ) ED G E O F P A V E M E N T ( T Y P ) ED G E O F P A V E M E N T ( T Y P ) EDG E O F P A V E M E N T ( T Y P ) CON C R E T E SID E W A L K (TY P ) PRO P O S E D R I G H T - O F - W A Y FENCE CROSSES PROPERTY LINE FENCE MEANDERS ALONG PROPERTY LINE 15 11 2 42. 9 9 63.2 3 10 2 . 9 6 49 5 . 0 1 ' ( T O T A L ) S40 ° 3 3 ' 5 7 " W 2 8 5 . 1 1 ' WOOD FENCE T.B.M. RAILROAD SPIKE IN UTILITY POLE ELEV = 45.90' NAD 83(2011) FENCE ENCROACHMENT 1.98 S39 ° 3 8 ' 4 1 " W 1 8 0 . 2 6 ' PRO P O S E D R I G H T - O F - W A Y 194 . 8 4 ' 14 . 3 0 ' N42 ° 2 9 ' 3 8 " E 1 6 7 . 4 9 RIG H T - O F - W A Y A L O N G S U B J E C T P R O P E R T Y C U R R E N T L Y U N D E R C O N S T R U C T I O N S5 3 ° 2 3 ' 4 2 " E 4 7 7 . 2 7 ' DRAINAGE BASIN U N D E R G R O U N D T E L E P E R F I E L D M A R K I N G S FENCE ENCROACHMENT 2.32 CHAIN LINK FENCE (TYP) PERMANENT UTILITY EASEMENT DEED BOOK 6095, PAGE 2595 20 . 0 0 30' U T I L I T Y E A S E M E N T MB 2 9 , P G 1 3 3 20' A T & T E A S E M E N T MB 6 4 , P G 1 6 2 30' U T I L I T Y E A S E M E N T M B 2 9 , P G 1 3 3 30.0 0 N/F 7241 MARKET STREET, LLC DEED BOOK 6615, PAGE 1227 PID : R04400-001-006-000 RIG H T - O F - W A Y STORM SEWER CLEAN OUT (TYP) 8" PERFORATED ADS (TYP) 8" PERFORATED ADS (TYP) 50' F R O N T S E T B A C K 1.5" RPZ BACKFLOW PREVENTOR 1.5" WATER METER (TYP) WATER GATE VALVE (TYP) FIRE HYDRANT (TYP)WAT E R M A I N P E R P R E V I O U S S U R V E Y 8" P V C W A T E R M A I N P E R U T I L I T Y P L A N 2" HDPE PRIVATE WATER SERVICE 2" WATER VALVE D O N O T E N T E R COOK OUT 4,443 SF FFE=48.5± 48 4 7 48 48 48 48 CR O W N CRO W N CR O W N CR O W N CR O W N CR O W N CROW N P 48.44 47.94 ±48.40 ±47.40MEC ±47.85 ±48.35MEC 48.50 48.00 48.00 + 48.15 47.85±47.15MEC ±47.00MEC+ ±47.45MEC 48.10 47.60 48.10 47.60 48.00 47.50 48.40 47.90 48.40 47.90 48.05 47.55 47.90 47.40 + ±48.05EX. SW 47.90 47.40 47.6047.10 47.50 47.00 47.38 46.88 47.5047.00 ±47.87 ±47.37MEC 48.0047.50 ±47.60 ±47.10MEG HP ±47.25MEC ±47.64MEC 47.9947.49 47.35 ±47.00MEG47.50 47.00 47.8547.35 ±47.00 ±48.25 ±47.75 47.60 47.10 47.50 47.00 47.5047.00 ±48.20±47.70 48.40 47.90 ±47.95 ±47.55 MEG 48.40 47.90 48.00 47.5048.15 47.85 48.0047.50±47.35MEG ±47.05MEG ±47.25MEC ±47.51MEC ±47.90MEC 48.50 48.00 48.50 ±47.54MEC ±47.90MEC MAINTENANCE NOTES IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED AND MAINTAINED DAILY AND AFTER EACH RAINFALL GREATER THAN 0.5 INCHES. ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT LIMITS SHALL BE REMOVED. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CALLING 811 FOR THE LOCAL NOTIFICATION CENTER. THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. GRADING PLAN C-4.01 SCALE IN FEET 0 4020 NORTH GRADING/EROSON CONTROL NOTES 1.ALL GRADING, BACKFILLING, EXCAVATION, ETC., SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE GEO-TECHNICAL INVESTIGATION REPORTS. REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO THESE PLANS. 2.CONTRACTOR IS TO CONTACT 811 FOR UNDERGROUND UTILITY LOCATION WITHIN 12 FULL WORKING DAYS PRIOR TO DIGGING. 3.THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY EARTHWORK. 4.ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. 5.ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED AT A MINIMUM OF WEEKLY BASIS AND AFTER EVERY RAIN EVENT. 6.ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT-LADEN RUNOFF TO ANY STORM DRAINAGE SYSTEM. 7.CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 8.THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 9.ALL CUT AND FILL SLOPES AND CHANNEL SIDESLOPES WHICH ARE NOT TO BE PAVED, SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH: A.100 LBS PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT. NO SOIL TEST REQUIRED FOR INITIAL ESTABLISHMENT. B.20 LBS OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 SQUARE FOOT. C.VARIETIES TO BE SEEDED: 1. SPRING SEEDING - MARCH1 - APRIL 30; SPRING OATS 2.5 LBS PER 1,000 SQUARE FOOT. 2.SUMMER SEEDING - MAY 1 - AUGUST 1; WEEPING LOVE GRASS AT 2 OZ. PER SQUARE FOOT MIXED WITH 1 BUSHEL OF SAWDUST FOR UNIFORM SEEDING. 3. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL SEEDING WILL BE MULCHED. 10. SEE LANDSCAPING PLAN FOR PERMANENT SEEDING. 11. ALL FINISHED SURFACES SHOULD SLOPE AWAY FROM THE BUILDING, TOWARDS DRAINAGE OUTLETS FOR POSITIVE DRAINAGE AND TO AVOID STANDING WATER. PROPOSED EXISTING LEGEND SOIL BORING999.9 ST # DRAINTILE 902.50 902.50 SPOT ELEVATIONS RIPRAP EOF 902.50 OVERFLOW ELEV. CONCRETE PAVING CONCRETE SIDEWALK PAVEMENT BY OTHERS (SEE ARCHITECTURAL PLANS) BOUNDARY LINE RETAINING WALL WETLAND TREE LINE 902 CONTOUR CONCRETE CURB STORM SEWER BUILDING LINE PROPOSED PAVEMENT RD PROPOSED ROOF DRAIN CONSTRUCTION SEQUENCE THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND ORDINANCES ARE MAINTAINED THROUGHOUT THE EXECUTION OF THIS PROJECT. 1.OBTAIN A LAND DISTURBING PERMIT. SCHEDULE A PRE-CONSTRUCTION MEETING. 2.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION. SEE DETAIL ON SEEDING SCHEDULE. CONTRACTOR SHALL BEGIN WITH SEDIMENT FENCING AND ALL OTHER SEDIMENT CONTAINMENT DEVICES FOLLOWED BY ALL DIVERSION AND BY-PASS DITCHES/BERMS. 3.BEGIN CLEARING/GRUBBING AND GENERAL EXCAVATION ON SITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PHASE/STAGE EROSION CONTROL TO ALLOW FOR CONSTRUCTION. CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION DEVICES AT LEAST ONCE A WEEK AND AFTER EVERY RAINFALL. GRADING ACTIVITY SHALL BE PROHIBITED IN THE AREAS OF THE SEDIMENT CONTROL DEVICES/SEDIMENT TRAPS UNTIL THE AREAS UPSTREAM OF THESE DEVICES HAVE BEEN STABILIZED AND APPROVED. 4.BEGIN INSTALLING UPSTREAM STORM DRAINAGE SYSTEM. INSTALL APPROVED INLET PROTECTION. TERMINATE STORM DRAINAGE SYSTEM AT TEMPORARY SEDIMENT TRAP DEVICES UNTIL SUCH DEVICES HAVE BEEN APPROVED FOR REMOVAL. ADDITIONAL MEASURES MAY BE REQUIRED BY THE INSPECTOR DUE TO THE ROUTING OF THE STORM DRAINAGE SYSTEM AND ACTUAL FIELD CONDITIONS; SEDIMENT BASINS SHALL BE FUNCTIONAL THROUGHOUT GRADING AND EXCAVATING. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC.. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION; THE CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL DEVICES REMAIN UNDISTURBED DURING CONSTRUCTION OF THE BUILDING PADS AND ASSOCIATED PARKING/DRIVE AREAS ADJACENT TO THESE DEVICES UNTIL THE CONTRIBUTING UPSTREAM AREAS HAVE BEEN STABILIZED AND APPROVED. 6.WHEN SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS, ETC.., AND SEED OUT OR PAVE ANY RESULTING BARE AREAS. CONNECT UPSTREAM STORM DRAINAGE. LIMITS OF DISTURBANCE SILT FENCE TREE PROTECTION FENCE 8" CORRUGATED PLASTIC3' MIN COVER1% MIN.SLOPE PVC IN TRAFFIC AREASCLEANOUTS LOCATED @ ALL BENDS TOP OF CURB TW IS GROUND AT TOP OF WALL BOTTOM OF CURB BW IS GROUND AT BOTTOM OF WALL CONSTRUCTION ENTRANCE BW=XXX.XX TW=XXX.XX 24 HOUR CONTACT KYLE ULANDER CONSTRUCTION MANAGER TELEPHONE: (336) 867-8800 INLET PROTECTION SILT FENCE OUTLET SAMBATEK'S DELIVERABLE AND GOVERNING DOCUMENTS FOR CONSTRUCTION SHALL BE A HARD COPY AND/OR PDF PLAN SHEETS. IF A CIVIL 3D MODEL IS GENERATED IN THE PROCESS OF PREPARING THE PLAN SHEETS, IT IS AS A DESIGN TOOL ONLY AND NOT AS A SEPARATE DELIVERABLE. AT THE OWNER'S REQUEST REQUEST, WE WILL RELEASE OUR CIVIL 3D MODEL FOR THE CONTRACTOR'S USE. HOWEVER, ITS USE IS AT THE CONTRACTOR'S RISK AND SHALL NOT BE USED FOR STAKING OF CURB, SIDEWALK, OR OTHER HARD SURFACE IMPROVEMENTS. IF A CIVIL 3D MODEL FOR STAKING HARD SURFACE IMPROVEMENTS IS REQUIRED, WE C AN PROVIDE A SUPPLEMENTAL AGREEMENT FOR REFINEMENT AND PREPARATION OF THE CIVIL 3D MODEL. CIVIL 3D MODEL LIMITATIONS NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | ER I K A A T K I N S O N | 7/ 1 1 / 2 0 2 5 3 : 3 5 : 2 9 P M X: \ O U T - C O O K O U T \ 2 1 0 0 S I T E S \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 4 . 0 1 - G R A D - N C . D W G :C4 . 0 1 G R A D I N G P L A N CONSTRUCTION DOCUMENTS © 2021 Sambatek COOK OUT RESTAURANT 7245 MARKET STREET WILMINGTON, NORTH CAROLINA 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 07-11-2025 13030.00SEARCH 13040.00SEARCH 1306 D D RIG H T - O F - W A Y ASPHALT GRASS GRASS GARBAGE CORRAL N/F KEVIN AND PAULINE DUNNE DEED BOOK 6549, PAGE 2546 PID : R04400-002-035-000 ROOS DINER INC DEED BOOK 6501 PAGE 1906 PID : R04400-002-036-000 87,908 SQ.FT. 2.02 ACRES MA R K E T S T R E E T - U . S . H I G H W A Y 1 7 (10 0 ' P U B L I C R / W ) A S P H A L T R O A D HANDICAP PARKING SIGN SINGLE POLE SIGN HEIGHT = 24.5' BOLLARD (TYP) 4646 47 45 45 44 44 46 46 45 45 44 44 46 46 47 45 45 44 44 46 46 47 47 45 46 46 4 7 47 47 47 47 47 47 48 48 48 4 8 48 48 4 5 4 6 46 46 47 47 47 45 46 47 4 7 47 47 47 47 47 48 48 47 46 4746 4 6 N 5 0 ° 0 7 ' 3 0 " W S36 ° 4 0 ' 4 2 " W CU R B & G U T T E R ( T Y P ) C U R B & G U T T E R ( T Y P ) CUR B & G U T T E R ( T Y P ) ED G E O F P A V E M E N T ( T Y P ) ED G E O F P A V E M E N T ( T Y P ) EDG E O F P A V E M E N T ( T Y P ) CON C R E T E SID E W A L K (TY P ) PRO P O S E D R I G H T - O F - W A Y FENCE CROSSES PROPERTY LINE FENCE MEANDERS ALONG PROPERTY LINE 49 5 . 0 1 ' ( T O T A L ) S40 ° 3 3 ' 5 7 " W 2 8 5 . 1 1 ' WOOD FENCE T.B.M. RAILROAD SPIKE IN UTILITY POLE ELEV = 45.90' NAD 83(2011) FENCE ENCROACHMENT 1.98 S39 ° 3 8 ' 4 1 " W 1 8 0 . 2 6 ' PRO P O S E D R I G H T - O F - W A Y 194 . 8 4 ' 14 . 3 0 ' N42 ° 2 9 ' 3 8 " E 1 6 7 . 4 9 RIG H T - O F - W A Y A L O N G S U B J E C T P R O P E R T Y C U R R E N T L Y U N D E R C O N S T R U C T I O N S5 3 ° 2 3 ' 4 2 " E 4 7 7 . 2 7 ' DRAINAGE BASIN U N D E R G R O U N D T E L E P E R F I E L D M A R K I N G S FENCE ENCROACHMENT 2.3 2 CHAIN LINK FENCE (TYP) PERMANENT UTILITY EASEMENT DEED BOOK 6095, PAGE 2595 30 . 0 0 20 . 0 0 30' U T I L I T Y E A S E M E N T MB 2 9 , P G 1 3 3 20' A T & T E A S E M E N T MB 6 4 , P G 1 6 2 30' U T I L I T Y E A S E M E N T M B 2 9 , P G 1 3 3 30. 0 0 N/F 7241 MARKET STREET, LLC DEED BOOK 6615, PAGE 1227 PID : R04400-001-006-000 RIG H T - O F - W A Y 50' F R O N T S E T B A C K D O N O T E N T E R COOK OUT 4,443 SF FFE=48.5± 48 4 7 48 48 48 48 CR O W N CRO W N CR O W N CR O W N CR O W N CR O W N CROW N NPDES STABILIZATION PLAN C-5.01 CONSTRUCTION SEQUENCE THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND ORDINANCES ARE MAINTAINED THROUGHOUT THE EXECUTION OF THIS PROJECT. 1.OBTAIN A LAND DISTURBING PERMIT. SCHEDULE A PRE-CONSTRUCTION MEETING. 2.INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT TRAPS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION. SEE DETAIL ON SEEDING SCHEDULE. CONTRACTOR SHALL BEGIN WITH SEDIMENT FENCING AND ALL OTHER SEDIMENT CONTAINMENT DEVICES FOLLOWED BY ALL DIVERSION AND BY-PASS DITCHES/BERMS. 3.BEGIN CLEARING/GRUBBING AND GENERAL EXCAVATION ON SITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PHASE/STAGE EROSION CONTROL TO ALLOW FOR CONSTRUCTION. CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION DEVICES AT LEAST ONCE A WEEK AND AFTER EVERY RAINFALL. GRADING ACTIVITY SHALL BE PROHIBITED IN THE AREAS OF THE SEDIMENT CONTROL DEVICES/SEDIMENT TRAPS UNTIL THE AREAS UPSTREAM OF THESE DEVICES HAVE BEEN STABILIZED AND APPROVED. 4.BEGIN INSTALLING UPSTREAM STORM DRAINAGE SYSTEM. INSTALL APPROVED INLET PROTECTION. TERMINATE STORM DRAINAGE SYSTEM AT TEMPORARY SEDIMENT TRAP DEVICES UNTIL SUCH DEVICES HAVE BEEN APPROVED FOR REMOVAL. ADDITIONAL MEASURES MAY BE REQUIRED BY THE INSPECTOR DUE TO THE ROUTING OF THE STORM DRAINAGE SYSTEM AND ACTUAL FIELD CONDITIONS; SEDIMENT BASINS SHALL BE FUNCTIONAL THROUGHOUT GRADING AND EXCAVATING. 5.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC.. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION; THE CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL DEVICES REMAIN UNDISTURBED DURING CONSTRUCTION OF THE BUILDING PADS AND ASSOCIATED PARKING/DRIVE AREAS ADJACENT TO THESE DEVICES UNTIL THE CONTRIBUTING UPSTREAM AREAS HAVE BEEN STABILIZED AND APPROVED. 6.WHEN SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS, ETC.., AND SEED OUT OR PAVE ANY RESULTING BARE AREAS. CONNECT UPSTREAM STORM DRAINAGE. 1) GROUND STABILIZATION SITE AREA DESCRIPTION PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1. 14 DAYS ARE ALLOWED. SLOPES 3:1 TO 4:1 14 DAYS ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS LABEL - 7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND HQW ZONES - 10 DAYS FOR FALLS LAKE WATERSHED UNLESS THERE IS ZERO SLOPE. STABILIZE WITHIN THIS MANY CALENDAR DAYS AFTER CEASING LAND DISTURBANCE TIME FRAME VARIATIONS SEE SHEET C-5.02 FOR STANDARD NPDES STABILIZATION DETAILS SHEET TOTAL DISTURBED AREA = 0.33 ACRES LATITUDE: 34.274444 N LONGITUDE: 77.817222 W SOIL TYPE: LEON SAND AND SEAGATE FINE SAND WATERSHED: PAGES CREEK - 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH AND WITH SLOPES STEEPERTHAN 4:1 - 7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND HQW ZONES - 10 DAYS FOR FALLS LAKE WATERSHED MAINTENANCE CONTACT INFORMATION: KYLE ULANDER SCALE IN FEET 0 6030 NORTH GRADING/EROSON CONTROL NOTES 1.ALL GRADING, BACKFILLING, EXCAVATION, ETC., SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE GEO-TECHNICAL INVESTIGATION REPORTS. REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO THESE PLANS. 2.CONTRACTOR IS TO CONTACT 811 FOR UNDERGROUND UTILITY LOCATION WITHIN 12 FULL WORKING DAYS PRIOR TO DIGGING. 3.THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY EARTHWORK. 4.ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. 5.ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED AT A MINIMUM OF WEEKLY BASIS AND AFTER EVERY RAIN EVENT. 6.ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT-LADEN RUNOFF TO ANY STORM DRAINAGE SYSTEM. 7.CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 8.THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 9.ALL CUT AND FILL SLOPES AND CHANNEL SIDESLOPES WHICH ARE NOT TO BE PAVED, SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH: A.100 LBS PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT. NO SOIL TEST REQUIRED FOR INITIAL ESTABLISHMENT. B.20 LBS OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 SQUARE FOOT. C.VARIETIES TO BE SEEDED: 1. SPRING SEEDING - MARCH1 - APRIL 30; SPRING OATS 2.5 LBS PER 1,000 SQUARE FOOT. 2.SUMMER SEEDING - MAY 1 - AUGUST 1; WEEPING LOVE GRASS AT 2 OZ. PER SQUARE FOOT MIXED WITH 1 BUSHEL OF SAWDUST FOR UNIFORM SEEDING. 3. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL SEEDING WILL BE MULCHED. 10. SEE LANDSCAPING PLAN FOR PERMANENT SEEDING. 11. ALL FINISHED SURFACES SHOULD SLOPE AWAY FROM THE BUILDING, TOWARDS DRAINAGE OUTLETS FOR POSITIVE DRAINAGE AND TO AVOID STANDING WATER. 24 HOUR CONTACT KYLE ULANDER CONSTRUCTION MANAGER TELEPHONE: (336) 867-8800 NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | ER I K A A T K I N S O N | 7/ 1 1 / 2 0 2 5 2 : 4 2 : 3 5 P M X: \ O U T - C O O K O U T \ 2 1 0 0 S I T E S \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 5 . 0 1 - N P D E S - N C . D W G :C5 . 0 1 N P D E S S T A B I L I Z A T I O N P L A N CONSTRUCTION DOCUMENTS © 2021 Sambatek COOK OUT RESTAURANT 7245 MARKET STREET WILMINGTON, NORTH CAROLINA 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 07-11-2025 NPDES DETAILS C-5.02 NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1.Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3.Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4.Provide ponding area for containment of treated Stormwater before discharging offsite. 5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary containment structures. HAZARDOUS AND TOXIC WASTE 1.Create designated hazardous waste collection areas on-site. 2.Place hazardous waste containers under cover or in secondary containment. 3.Do not store hazardous chemicals, drums or bagged materials directly on the ground. EQUIPMENT AND VEHICLE MAINTENANCE 1.Maintain vehicles and equipment to prevent discharge of fluids. 2.Provide drip pans under any stored equipment. 3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4.Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5.Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1.Never bury or burn waste. Place litter and debris in approved waste containers. 2.Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3.Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4.Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5.Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6.Anchor all lightweight items in waste containers during times of high winds. 7.Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8.Dispose waste off-site at an approved disposal facility. 9.On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1.Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2.Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3.Contain liquid wastes in a controlled area. 4.Containment must be labeled, sized and placed appropriately for the needs of site. 5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1.Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2.Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3.Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. HERBICIDES, PESTICIDES AND RODENTICIDES 1.Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2.Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3.Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4.Do not stockpile these materials onsite. CONCRETE WASHOUTS 1.Do not discharge concrete or cement slurry from the site. 2.Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4.Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7.Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8.Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9.Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10.At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. EARTHEN STOCKPILE MANAGEMENT 1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3.Provide stable stone access point when feasible. 4.Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. Site Area Description Timeframe variations -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope Stabilize within this many calendar days after ceasing land disturbance 7 7 7 14 None None (a)Perimeter dikes, swales, ditches, and perimeter slopes (b)High Quality Water (HQW) Zones (c)Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed (d)Slopes 3:1 to 4:1 (e)Areas with slopes flatter than 4:1 14 -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1.E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. 2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical: (a)This General Permit as well as the Certificate of Coverage, after it is received. (b)Records of inspections made during the previous twelve months. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1.Occurrences that Must be Reported Permittees shall report the following occurrences: (a)Visible sediment deposition in a stream or wetland. (b)Oil spills if: ·They are 25 gallons or more, ·They are less than 25 gallons but cannot be cleaned up within 24 hours, ·They cause sheen on surface waters (regardless of volume), or ·They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (d)Anticipated bypasses and unanticipated bypasses. (e)Noncompliance with the conditions of this permit that may endanger health or the environment. 2.Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency Center personnel at (800) 858-0368. 3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART II, SECTION G, ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal shall not commence until the E&SC plan authority has approved these items, (b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, (c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, (d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, (e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. A A BELOW GRADE WASHOUT STRUCTURE 1:1 SIDE SLOPE (TYP.) 10 MILPLASTICLINING 3' - 0 " MI N . & X ' MA X . SECTION A-A NOT TO SCALE ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE PLAN SECTION B-B HIGHCOHESIVE &LOW FILTRATIONSOIL BERM 8" 6" 2' HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE (TYP.) 10 MIL PLASTIC LINING B B 3'- 0 " MI N . & X ' MA X . A SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER CONCRETE WASHOUT CONCRETE WASHOUT PLAN CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) SILT FENCE 10 ' MIN 10' MIN NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | ER I K A A T K I N S O N | 10 / 1 8 / 2 0 2 4 9 : 1 7 : 0 7 A M X: \ O U T - C O O K O U T \ 2 1 0 0 S I T E S \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 5 . 0 2 - N P D E S - D T L - N C . D W G :C5 . 0 2 N P D E S D E T A I L S CONSTRUCTION DOCUMENTS © 2021 Sambatek COOK OUT RESTAURANT 7245 MARKET STREET WILMINGTON, NORTH CAROLINA 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 07-11-2025 13030.00SEARCH 13040.00SEARCH D D CPP 1 5 " CPP 1 5 " CPP 1 5 " CP P 1 5 " CP P 1 5 " CPP 1 5 " STORM SEWER CLEAN-OUT (TYP) UNDERGROUND TELCO PER PAINTED MARKINGS (TYP) O V E R H E A D E L E C T R I C ( T Y P ) UND E R G R O U N D T E L C O ( T Y P ) O V E R H E A D E L E C T R I C ( T Y P ) RIG H T - O F - W A Y ASPHALT GRASS GRASS GARBAGE CORRAL N/F KEVIN AND PAULINE DUNNE DEED BOOK 6549, PAGE 2546 PID : R04400-002-035-000 ROOS DINER INC DEED BOOK 6501 PAGE 1906 PID : R04400-002-036-000 87,908 SQ.FT. 2.02 ACRES MA R K E T S T R E E T - U . S . H I G H W A Y 1 7 (10 0 ' P U B L I C R / W ) A S P H A L T R O A D HANDICAP PARKING SIGN SINGLE POLE SIGN HEIGHT = 24.5' LIGHT POLE (TYP) UTILITY POLE (TYP) GUY WIRE (TYP) FIBER OPTIC VAULT (TYP) GAS LINE PER PAINTED MARKINGS (TYP) GAS VALVE (TYP) ELECTRIC PANEL FOR PUMP ELECTRIC METER AND MAIN PANEL GAS METER GAS LINE WOODEN FENCE 7' GAS VALVE (TYP) LIGHT POLE (TYP) BOLLARD (TYP)CPP 15" CATCH BASIN TOP = 47.35' INV OUT (NE) = 44.15' DROP INLET RIM = 46.55' INV IN (SW) = 43.90' INV IN (SE) = 44.05' INV OUT (NE) = 43.90' CATCH BASIN TOP = 47.35' INV IN (SW) = 43.95' INV OUT (SE) = 43.85' CATCH BASIN TOP = 47.34' INV IN (NW) = 44.09' INV OUT (SE) = 43.94' CATCH BASIN TOP = 47.29' INV IN (NW) = 43.94' INV OUT (SE) = 43.84' STORM STRUCTURE ELEVATIONS AT MH RIM = 47.96' INV IN (NW) = 43.96' INV IN (SW) = 43.96' NO APPARENT OUTLET CATCH BASIN TOP = 47.27' INV IN (SW) = 43.97' INV OUT (NE) = 43.97' CATCH BASIN TOP = 47.41' INV IN (SW) = 44.06' INV OUT (NE) = 43.96' CATCH BASIN TOP = 47.30' INV IN (SW) = 44.00' INV OUT (NE) = 43.95' CATCH BASIN TOP = 47.25' INV IN (NW) = 43.90' INV OUT (NE) = 43.80' STORM MH RIM = 46.96' UNABLE TO INVERT CATCH BASIN TOP = 47.35' INV IN (NW) = 44.00' INV OUT (NE) = 43.90' CATCH BASIN TOP = 47.34' INV OUT (SE) = 43.99' CP P 1 5 " CPP 12" N 5 0 ° 0 7 ' 3 0 " W S36 ° 4 0 ' 4 2 " W CU R B & G U T T E R ( T Y P ) CU R B & G U T T E R ( T Y P ) CUR B & G U T T E R ( T Y P ) ED G E O F P A V E M E N T ( T Y P ) ED G E O F P A V E M E N T ( T Y P ) EDG E O F P A V E M E N T ( T Y P ) CON C R E T E SID E W A L K (TY P ) PRO P O S E D R I G H T - O F - W A Y FENCE CROSSES PROPERTY LINE FENCE MEANDERS ALONG PROPERTY LINE EIP (BENT) FOUND FOR REFERENCE S28°01'32"W 2.05' FROM CORNER 2" EIP 12" REBAR FOUND 42. 9 9 63.2 3 10 2 . 9 6 49 5 . 0 1 ' ( T O T A L ) S40 ° 3 3 ' 5 7 " W 2 8 5 . 1 1 ' WOOD FENCE T.B.M. RAILROAD SPIKE IN UTILITY POLE ELEV = 45.90' NAD 83(2011) 1" EIP FOUND CONTROL POINT N.C.G.S. COORDINATES N=192,868.18 E=2,357,327.71 NAD83(2011) FENCE ENCROACHMENT 1.98 DOT R/W DISK S39 ° 3 8 ' 4 1 " W 1 8 0 . 2 6 ' PRO P O S E D R I G H T - O F - W A Y 194 . 8 4 ' 14 . 3 0 ' N42 ° 2 9 ' 3 8 " E 1 6 7 . 4 9 RIG H T - O F - W A Y A L O N G S U B J E C T P R O P E R T Y C U R R E N T L Y U N D E R C O N S T R U C T I O N EIP (BENT) FOUND FOR REFERENCE S12°21'01"W 1.14' FROM CORNER S5 3 ° 2 3 ' 4 2 " E 4 7 7 . 2 7 ' RIP-RAP U N D E R G R O U N D T E L E P E R F I E L D M A R K I N G S FENCE ENCROACHMENT 2.32 CHAIN LINK FENCE (TYP) PERMANENT UTILITY EASEMENT DEED BOOK 6095, PAGE 2595 30 . 0 0 20 . 0 0 30' U T I L I T Y E A S E M E N T MB 2 9 , P G 1 3 3 20' A T & T E A S E M E N T MB 6 4 , P G 1 6 2 30' U T I L I T Y E A S E M E N T M B 2 9 , P G 1 3 3 30.0 0 N/F 7241 MARKET STREET, LLC DEED BOOK 6615, PAGE 1227 PID : R04400-001-006-000 RIG H T - O F - W A Y STORM SEWER CLEAN OUT (TYP) 8" PERFORATED ADS (TYP) 8" PERFORATED ADS (TYP) 50' F R O N T S E T B A C K 1.5" RPZ BACKFLOW PREVENTOR 1.5" WATER METER (TYP) WATER GATE VALVE (TYP) SSMH FORCED MAIN PUMP FIRE HYDRANT (TYP)WAT E R M A I N P E R P R E V I O U S S U R V E Y S43 ° 1 7 ' 3 9 " W 8 0 2 . 0 0 ' SAN I T A R Y S E W E R F O R C E M A I N (PE R U T I L I T Y P L A N S ) GREASE TRAP 2" HDPE PRIVATE SANITARY SEWER FORCE MAIN (PER UTILITY PLANS) 8" P V C W A T E R M A I N P E R U T I L I T Y P L A N 2" HDPE PRIVATE WATER SERVICE SA N I T A R Y S E W E R F O R C E M A I N (P E R U T I L I T Y P L A N S ) 2" WATER VALVE D O N O T E N T E R COOK OUT 4,443 SF FFE=48.5± CR O W N CRO W N CR O W N CR O W N CR O W N CR O W N CROW N P THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK BY CALLING 811 FOR THE LOCAL NOTIFICATION CENTER. THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PROPOSED EXISTING LEGEND UTILITY CONSTRUCTION NOTES 1.UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM THE BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT LOCATIONS OF EXISTING UTILITIES AND IS RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITIES, EITHER PUBLIC OR PRIVATE, SHOWN HEREON OR NOT SHOWN HEREON. ANY REPAIRS SHALL BE DONE TO THE SATISFACTION OF THE APPROPRIATE UTILITY COMPANY. 2.THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP LOCATIONS WITH THE UTILITY OWNERS. ALL FEES SHALL BE THE RESPONSIBILITY OF DEVELOPER. 3.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING. 4.NEW LOT LIGHT FOUNDATION BASES, CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. POLES, FIXTURES, ANCHOR BOLTS & HARDWARE SHALL BE COORDINATED WITH THE OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 5.ALL NEW LOT LIGHTS AND THE MAIN IDENTIFICATION SIGN SHALL HAVE A MINIMUM 10 FEET CLEARANCE FROM ALL OVERHEAD UTILITIES. 6.GENERAL CONTRACTOR IS RESPONSIBLE FOR PERMITS AND/OR APPROVALS NECESSARY FOR ANY WORK IN ROADWAY OR RIGHT-OF-WAY. 7.ALL TRENCH EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH TRENCH BACKFILL DETAIL SHOWN ON THESE PLANS. 8.MINIMUM COVER FOR CONDUITS SHALL BE 36" UNLESS OTHERWISE SHOWN OR NOTED ON THESE PLANS. 9.ALL MANHOLES, VALVES, AND MONUMENT FRAMES SHALL BE SET TO FINISH GRADE AFTER PAVING. 10.THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. TRENCHES SHALL BE SHORED IN ACCORDANCE WITH OSHA. 11.THE MINIMUM SLOPE FOR SANITARY SEWER LINES SHALL BE AS FOLLOWS: 1) 1/4"/FT FOR 4" LINES AND 2) 1/8"/FT FOR 6" LINES. CLEANOUTS SHALL BE PLACED AT 75' INTERVALS. 12.ALL WATER LINES SHALL HAVE A FINAL COVER DEPTH OF 3'-0" IN NON-TRAFFIC AREAS AND 4'-0" MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED OTHERWISE. 13.ALL SEWER LINES SHALL HAVE A FINAL COVER DEPTH 4'-0" IN NON-TRAFFIC AREAS AND 5'-0" MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. 14.SANITARY SEWER SERVICES SHALL BE PVC SDR 35 TO R/W, THEN PVC SCH. 40 TO BUILDING. WATER SERVICE SHALL BE TYPE "K" COPPER. 15.CABLE TV SERVICE ROUTING IS NOT PART OF THIS PLAN, CONTRACTOR TO COORDINATE WITH CABLE COMPANY . 16.EXISTING MANHOLES SHOULD BE FIELD VERIFIED FOR RIMS AND INVERTS. 17.ALL WORK SHALL BE GOVERNED BY THE LATEST EDITIONS OF THE STATE MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, BUILDING CODE, ENERGY CONSERVATION, HANDICAP ACCESSIBILITY, NATIONAL ELECTRICAL CODES AND NATIONAL FIRE PROTECTION ASSOCIATION CODES AND AS ADOPTED BY THE AUTHORITIES HAVING JURISDICTION. 18.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED. 19.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS/METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 20.OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING 5 FEET IN DEPTH. 21.EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 22.EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED PRIOR APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION. THE CONTRACTOR SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE EQUIPMENT. UNDERGROUND GAS LINEUNDERGROUND TELEPHONE UNDERGROUND ELECTRIC DRAINTILE SANITARY SEWER FORCEMAIN (SAN.) STORM SEWER CONCRETE CURB WATERMAIN EASEMENT LINE UTILITY PLAN C-6.01 1.EXISTING FIRE HYDRANT. 2.EXISTING GREASE TRAP. 3.EXISTING PUMP STATION TO REMAIN AND RELOCATED OUT OF DRIVE THRU AISLE. EXISTING CONNECTIONS TO BE MAINTAINED. 4.EXISTING PUMP CONTROL PANELS TO BE RELOCATED FOR PUMP RELOCATION. 5.EXISTING POLE MOUNTED AREA LIGHT TO BE UPDATED, SEE LIGHTING PLAN. 6.EXISTING 1.5" WATER METER TO REMAIN. 7.EXISTING WATER SERVICE TO REMAIN. VERIFY SERVICE IS 2" OR GREATER AND IF NOT SIZED ADEQUATELY, COORDINATE WITH OWNER AND ENGINEER ACCORDINGLY. 8.EXISTING UNDERGROUND ELECTRIC SERVICE, CONTRACTOR SHALL COORDINATE WITH ELECTRIC UTILITY. 9.EXISTING GAS SERVICE, CONTRACTOR SHALL COORDINATE WITH GAS COMPANY. 10.POLE MOUNTED AREA LIGHT, SEE LIGHTING PLAN. UTILITY KEY NOTES NOTE TO CONTRACTOR: GENERAL CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES FOR VERIFICATION OF EXACT LOCATION AND DEPTH PRIOR TO ANY CONSTRUCTION. UTILITY INFORMATION SHOWN IS A COMBINATION OF SURVEY AND COUNTY AS-BUILTS. SCALE IN FEET 0 6030 NORTH RD PROPOSED ROOF DRAIN IRRIGATION SLEEVE (2) 4" PVC, COORDINATE WITH IRRIGATION CONTRACTOR 24 HOUR CONTACT KYLE ULANDER CONSTRUCTION MANAGER TELEPHONE: (336) 867-8800 PROPOSED WATER METER PROPOSED BACKFLOW PREVENTER PROPOSED LIGHT POLE NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | ER I K A A T K I N S O N | 7/ 1 5 / 2 0 2 5 1 : 0 1 : 0 5 P M X: \ O U T - C O O K O U T \ 2 1 0 0 S I T E S \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 6 . 0 1 - U T I L - N C . D W G :C6 . 0 1 U T I L I T Y P L A N CONSTRUCTION DOCUMENTS © 2021 Sambatek COOK OUT RESTAURANT 7245 MARKET STREET WILMINGTON, NORTH CAROLINA 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 23.CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. 24.ONLY SEWAGE NOT CONTAINING GREASE IS ALLOWED TO BYPASS THE GREASE TRAP. 25.ALL SANITARY SEWER SERVICES AND STORM DRAIN PIPING 8" IN DIAMETER OR SMALLER SHALL BE SCH. 40 PVC WITH ADHESIVE "WELDED JOINTS, UNLESS SPECIFIED OTHERWISE OR REQUIRED BY LOCAL GOVERNING MUNICIPALITY. MINIMUM SLOPES ON SANITARY SEWER SERVICES: 4" - 1/4"/FT, 6" - 1/8"/FT. 26.BELOW GRADE WATER SERVICE PIPING SHALL BE TYPE "K" HARD DRAWN COPPER TUBING WITH SILVER SOLDER JOINTS. SOLDERS CONTAINING LEAD SHALL NOT BE USED FOR ANY PURPOSE ON THIS PROJECT, WHERE PIPING IS REQUIRED TO RUN BELOW BUILDING SLAB, IT SHALL BE INSTALLED WITHOUT JOINTS BELOW SLAB. 27.WATER PIPING SHALL BE CONNECTED TO BUILDING STUBS, VERIFY LOCATIONS PRIOR TO BEGINNING WATER PIPE INSTALLATION. 28.WASTE PIPING SHALL BE CONNECTED TO BUILDING STUBS, VERIFY LOCATIONS AND INVERTS PRIOR TO BEGINNING ANY WASTE PIPE INSTALLATION. 29.CONTRACTOR SHALL NOTIFY THE LOCAL LOCATE SERVICE BY CALLING 811 AT LEAST 12 FULL WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENTLY. 30.ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF _______ PUBLIC UTILITIES AND CROSS CONNECTION CONTROL REGULATIONS AND STANDARDS. 31.SITE UTILITY CONTRACTOR TO PROVIDE WATER, SANITARY SEWER, AND ROOF DRAIN LEADERS TO WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS. 32.SITE UTILITY CONTRACTOR TO PROVIDE WATER, SANITARY SEWER, AND ROOF DRAIN LEADERS TO WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS. 33.SANITARY CLEANOUTS SHALL BE PLACED NO MORE THAN 75 FEET APART. CLEAN OUTS LOCATED IN PAVEMENT AREAS SHALL HAVE HEAVY DUTY TRAFFIC RATED CONSTRUCTION. 34.CONNECTION OF SANITARY SEWER SERVICE TO AN EXISTING MANHOLE SHALL COMPLY WITH THE TOWN OF ______ STANDARDS, INCLUDING: CORE DRILL FOR OPENING INTO MANHOLE AND INSTALL WITH FLEXIBLE BOOT. IF PAVEMENT CUT IS REQUIRED, CONTRACTOR SHALL PATCH PAVEMENT WITH A SECTION TO MATCH EXISTING PAVEMENT: 3" I-2, 8" ABC OR BETTER. 35.RELATION OF WATER MAINS TO SEWERS: A.LATERAL SEPARATION OF SEWER AND WATER MAINS: WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE: 1.THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, OR 2.THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER LINE WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND ABOVE THE TOP OF THE SEWER. B.CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. C.CROSSING A WATER MAIN UNDER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. D.CROSSING A SEWER LINE OVER OR UNDER A STORM DRAIN: WHENEVER IT IS NECESSARY FOR A SEWER LINE TO CROSS A STORM DRAIN PIPE, THE SEWER LINES SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER LINE NEAREST TO THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 12 INCH CLEAR SEPARATION DISTANCES, OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 5 FEET ON EITHER SIDE OF THE CROSSING. 36.UNDERGROUND CONDUITS TO SIGNS, LOT LIGHTS, ETC., SHALL BE PLACED IN GRASS OR LANDSCAPE AREAS WHENEVER POSSIBLE. THE LOCATION OF THE CONDUIT AS SHOWN ON THESE PLANS SHALL BE CONSIDERED TO BE SCHEMATIC WITH ACTUAL LOCATION TO BE VERIFIED BY THE GENERAL CONTRACTOR, PVC SCH. 40 SLEEVES SHALL BE INSTALLED FOR ALL CONDUIT CROSSING UNDER PAVED AREAS. 37.SEE ELECTRICAL SHEETS FOR SIZE OF CONDUIT AND WIRE ON ALL ELECTRICAL SERVICES. TRANSFORMER BY ELECTRIC COMPANY, GENERAL CONTRACTOR TO PROVIDE PAD. REFER TO ELECTRIC COMPANY SPECIFICATIONS FOR PAD CONSTRUCTION. UTILITY CONSTRUCTION NOTES CONTINUED 1 2 3 4 6 5 5 5 5 7 EX 2 " D O M EX 4 " S A N EX 4 " G R E A S E EX E L E C EX G A S EX R D 9 10 10 10 07-15-2025 13030.00SEARCH 13040.00SEARCH D D RIGH T - O F - W A Y N/F KEVIN AND PAULINE DUNNE DEED BOOK 6549, PAGE 2546 PID : R04400-002-035-000 ROOS DINER INC DEED BOOK 6501 PAGE 1906 PID : R04400-002-036-000 87,908 SQ.FT. 2.02 ACRES MAR K E T S T R E E T - U . S . H I G H W A Y 1 7 (10 0 ' P U B L I C R / W ) A S P H A L T R O A D HANDICAP PARKING SIGN SINGLE POLE SIGN HEIGHT = 24.5' PRO P O S E D RIG H T - O F - W A Y 15 11 2 1.98 PRO P O S E D RIGH T - O F - W A Y RIG H T - O F - W A Y A L O N G S U B J E C T P R O P E R T Y C U R R E N T L Y U N D E R C O N S T R U C T I O N U N D E R G R O U N D TEL E P E R F I E L D MA R K I N G S PERMANENT UTILITY EASEMENT DEED BOOK 6095, PAGE 2595 30' U T I L I T Y E A S E M E N T MB 2 9 , P G 1 3 3 20' A T & T E A S E M E N T MB 6 4 , P G 1 6 2 30' U T I L I T Y E A S E M E N T MB 2 9 , P G 1 3 3 N/F 7241 MARKET STREET, LLC DEED BOOK 6615, PAGE 1227 PID : R04400-001-006-000 RIG H T - O F - W A Y 50' F R O N T SETB A C K D O N O T E N T E R COOK OUT 4,443 SF FFE=48.5± 48 4 7 48 48 48 48 P REPAIR LANDSCAPE IN KIND EXISTING TREES TO REMAIN EXISTING EVERGREEN TREES TO REMAIN EXISTING LANDSCAPING TO REMAIN EXISTING LANDSCAPING TO REMAIN 10' x 70' NCDOT SITE DISTANCE TRIANGLE STREET YARD: 14 EXISTING SHRUBS TO REMAIN 4 CANOPY TREES TO REMAIN MATCH EXISTING WOOD MULCH FOUNDATION PLANTING: EXISTING (2) SHRUBS TO REMAIN REMOVE SHRUB LANDSCAPE PLAN C-7.01 SCALE IN FEET 0 6030 NORTH 24 HOUR CONTACT KYLE ULANDER CONSTRUCTION MANAGER TELEPHONE: (336) 867-8800 NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | ER I K A A T K I N S O N | 7/ 1 5 / 2 0 2 5 1 : 4 9 : 3 5 P M X: \ O U T - C O O K O U T \ 2 1 0 0 S I T E S \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 7 . 0 1 - L S C P - N C . D W G :C7 . 0 1 L A N D S C A P E P L A N CONSTRUCTION DOCUMENTS © 2021 Sambatek COOK OUT RESTAURANT 7245 MARKET STREET WILMINGTON, NORTH CAROLINA 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT CAL CANOPY UNDERSTORY SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE SPACING MEDIUM DECIDUOUS SHRUB MEDIUM EVERGREEN SHRUB SMALL EVERGREEN SHRUB PERENNIALS GRASSES NEW HANOVER COUNTY LANDSCAPE REQUIREMENTS PARKING LOT INTERIOR LANDSCAPING TOTAL INTERIOR PARKING LOT AND DRIVE ISLES AREA : 11,929 SF REQUIRED PARKING LOT LANDSCAPING - 8% TOTAL AREA - 954 SF PROPOSED PARKING LOT LANDSCAPING - 11 % TOTAL AREA, 1,319 SF FOUNDATION PLANTINGS: PROPOSED FOUNDATION PLANTINGS LOCATED BETWEEN THE BUILDING FACE AND PARKING LOT OR DRIVE ISLES. FOUNDATION PLANTING AREA - 12% FIRST FLOOR BUILDING AREA FACE OR BUILDING FACE UP TO 25', FRONT : 78' X 25' = 1,950 SF BUILDING FACE AREA REQUIRED : 12 % OF 1,950 SF = 234 SF, PROPOSED : 25%, 490 SF PLANTING AREA SIDE (NORTHEAST) : 49' X 25'= 1,225 SF BUILDING FACE AREA REQUIRED : 12 % OF 1,225 SF = 147 SF, PROPOSED : 21%, 256 SF PLANTING AREA STREET YARD STANDARDS: REQUIRED STREET YARD AREA STANDARDS : B-2 - 25 SF FOR EVERY LINEAR FOOT OF STREET YARD FRONTAGE WIDTH - MIN - 12.5', MAX 37.5' ·EVERY 600 SF OF STREET YARD AREA = ··ONE CANOPY/SHADE TREE, OR (3) UNDERSTORY TREES (UTILITY LINES) ··6 SHRUBS, 12" HEIGHT AT PLANTING STREET YARD - MARKET STREET FRONTAGE = 193 LF - 25 LF (DRIVE ISLE) - 168 LF REQUIRED AREA = (25 SF X 1 LF) (25 SF X 168 LF) - 4,200 SF 3,500 SF / 600 SF = 7 X 1 CANOPY TREES : 7 REQUIRED CANOPY TREES, 4 EXISTING CANOPY + 9 PROPOSED ORNAMENTAL TREES 4,200 SF / 600 SF = 7 X 6 SHRUBS : 42 REQUIRED SHRUBS , 14 EXISTING + 29 PROPOSED SHRUBS LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED PLANT SCHEDULE WETLAND LIMITS TREELINE CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN TREE PROTECTION FENCE LIMITS OF DISTURBANCE TREE TO BE REMOVED D S LS RIPRAP EXISTING SHRUB EXISTING TREE 07-15-2025 LANDSCAPE NOTES & DETAILS C-7.02 NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | ER I K A A T K I N S O N | 5/ 1 5 / 2 0 2 5 4 : 2 8 : 2 0 P M X: \ O U T - C O O K O U T \ 2 1 0 0 S I T E S \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 7 . 0 1 - L S C P - N C . D W G :C7 . 0 2 L A N D S C A P E N O T E S & D E T A I L S CONSTRUCTION DOCUMENTS © 2021 Sambatek COOK OUT RESTAURANT 7245 MARKET STREET WILMINGTON, NORTH CAROLINA 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 TURF NOTES 1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2.RIP ENTIRE AREA TO 6 INCHES IN DEPTH. 3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). 5.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. *APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) FERTILIZER - 1,000 LBS/ACRE - 10-10-10 SUPERPHOSPHATE - 500 LBS/ACRE 20% ANALYSIS MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW ANCHOR - ASPHALT EMULSION @ 300 GALS/ACRE SOD PREPARATION: FOLLOW PREPARATION AS DIRECTED FOR STEPS 1-5 ABOVE. IMMEDIATELY WATER SOD UPON INSTALLATION AND CONTINUE UNTIL ROOTS ARE ESTABLISHED. 10.CONTRACTOR SHALL WATER AND MAINTAIN ALL LAWN AREAS UNTIL AN ACCEPTABLE STAND OF GRASS HAS BEEN ESTABLISHED. 11.ONCE AN ACCEPTABLE STAND OF GRASS HAS BEEN ESTABLISHED, THE CONTRACTOR SHALL REPAIR ALL DAMAGED AREAS AND MONITOR THE LAWN AREAS UNTIL THE GRASS REACHES A HEIGHT OF 4 INCHES TALL. 12.AT THE TIME THE GRASS REACHES A HEIGHT OF 4 INCHES TALL, THE CONTRACTOR SHALL MOW THE GRASS TO THE HEIGHT OF 3 INCHES AND TURN OVER THE LAWN MAINTENANCE TO THE OWNER. 13.AN ACCEPTABLE STAND OF GRASS SHALL BE 92% COVERAGE OR BETTER. LANDSCAPE NOTES 1.THE GENERAL CONTRACTOR SHALL LEAVE THIS SITE AT FINISHED GRADE. THE LANDSCAPE CONTRACTOR SHALL REVISE GRADES AT A MINIMUM TO ENSURE SMOOTH TRANSITIONS BETWEEN PLANTING BEDS AND LAWN AREAS. 2.PLANT GUARANTEE: ALL PLANTS SHALL BE GUARANTEED TO LIVE FOR TWELVE MONTHS. THE GUARANTEE SHALL COMMENCE UPON FINAL ACCEPTANCE OF THE PROJECT. IF ANY PLANTS ARE DEAD OR IN AN UNHEALTHY CONDITION BEFORE FINAL ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHALL REPLACE THEM AT HIS EXPENSE. THIS REPLACEMENT SHALL NOT BE CONSIDERED A GUARANTEED REPLACEMENT. 3.ALL PLANTING SHALL BE PLACED WITHIN A MULCHED PLANTING BED. ALL STRAPPING AND THE TOP 2/3 OF WIRE BASKETS MUST BE CUT AWAY AND REMOVED FROM ROOT BALLS PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL. 4.ALL LANDSCAPE WORK SHALL BE IN ACCORDANCE WITH CURRENT CITY STANDARD DETAILS AND SPECIFICATIONS. 5.ALL AREAS NOT MULCHED SHALL BE SEEDED OR SODDED IN ACCORDANCE WITH THE AREA SPECIFIED ON PLANS WITH "REBEL II" HYBRID TALL FESCUE OR EQUIVALENT AS PRESCRIBED IN THE SEEDING SCHEDULE AS SHOWN ON THIS SHEET. 6.SITE LIGHTING SHALL NOT BE PLACED IN CONFLICT WITH PLANTED TREES. 7.TREE PROTECTION FENCING TO BE PROVIDED AROUND TREE PRESERVATION AREAS IN ACCORDANCE WITH CITY STANDARDS. 8.COORDINATE ALL WORK WITH SITE LAYOUT AND SITE GRADING, DRAINAGE & UTILITIES PLAN. 9.VERIFY LOCATION OF UTILITIES BEFORE PLANTING. 10.MULCH ALL AREAS, THAT ARE NOT SEEDED OR SODDED, WITH SHREDDED HARDWOOD MULCH TO A DEPTH OF 3"-4". 11.THE SELECTION AND INSTALLATION OF PLANTS AND PLANTING METHODS SHALL CONFORM WITH THE STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN OR THE CITY STANDARD DETAILS AND SPECIFICATIONS, WHICHEVER IS STRICTER. 12.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. DRAWINGS SHALL RULE OVER PLANT LISTS. 13.SUBSTITUTIONS SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION, SUBSTITUTIONS MAY REQUIRE ADDITIONAL APPROVAL BY THE GOVERNING JURISDICTION. 14.ALL LANDSCAPING SOIL AND FILL SHALL BE FREE FROM WEEDS, REFUSE, AND DEBRIS AT ALL TIMES. 15.TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED, AS NECESSARY, USING STAKES AND GUYS. SUCH SUPPORTS SHALL BE DESIGNED SO AS TO PROTECT TREES AND SHRUBS FROM INJURY. TREES AND SHRUBS SHALL BE FASTENED TO THE SUPPORT WITH AN ACCEPTABLE COMMERCIAL TREE TIE OF PLASTIC OR HOSE COVERED WIRE. 16.THE MAXIMUM GROWTH HEIGHT OF ANY LANDSCAPING WITHIN THE SIGHT TRIANGLE SHALL BE THREE (3) FEET IN HEIGHT. IN SOME CASES THE MULCH IS ONLY A SPECIFIED DIAMETER. SEE PLANS AND SPECIFICATIONS FOR FURTHER COORDINATION OF MULCHING. NOTE: TYPICAL CONTAINER (POTTED) DECIDUOUS SHRUB SHREDDED HARDWOOD BARK MULCH 3" - 4" MUDDLE RING PLANT BALL PLANTING SOIL CONSTRUCTION SOIL PRUNE SHRUB AS RECOMMENDED BY GROWER ONLY AFTER THE PLANT HAS BEEN WATERED INTO THE PLANTING SOIL. NOTE: SHRUB PIT TO COMPILE WITH DEPTHS AND WIDTHS FOUND IN THE SPECS. VARIES TREE PLANTING DETAIL NONE OF THE B&B TREES ARE TO BE STAKED UNLESS INDICATED. NOTE: TYPICAL B&B TREE ALL TREES SHOULD BE PRUNED ONLY AFTER INSTALLATION AND WATERING IN THE TREE. PRUNE TO GROWERS SPECIFICATIONS. ALL TREES SHALL COMPLY WITH THE AMERICAN STANDARDS FOR NURSERY STOCK - INCLUDING TREE PIT DEPTH AND WIDTH. 1. 2. NOTE: IN SOME CASES THE MULCH IS ONLY A SPECIFIED DIAMTER - SEE PLANS AND SPECIFICATIONS FOR FURTHER COORDINATION OF MULCHING. NOTE: PLASTIC SPIRAL TREE PROTECTION SHREDDED HARDWOOD BARK MULCH 3"-4" MUDDLE RING TREE BALL PLANTING SOIL CONSTRUCTION SOIL VA R I E S W I T H T H E T Y P E O F TR E E S P E C I F I E D VARIES SHRUB PLANTING DETAIL IN SOME CASES THE MULCH IS ONLY A SPECIFIED DIAMETER. SEE PLANS AND SPECIFICATIONS FOR FURTHER COORDINATION OF MULCHING. NOTE: TYPICAL CONTAINER (POTTED) DECIDUOUS SHRUB SHREDDED HARDWOOD BARK MULCH 3" - 4" MUDDLE RING PLANT BALL PLANTING SOIL CONSTRUCTION SOIL PRUNE SHRUB AS RECOMMENDED BY GROWER ONLY AFTER THE PLANT HAS BEEN WATERED INTO THE PLANTING SOIL. NOTE: SHRUB PIT TO COMPILE WITH DEPTHS AND WIDTHS FOUND IN THE SPECS. VARIES TREE PLANTING DETAIL NONE OF THE B&B TREES ARE TO BE STAKED UNLESS INDICATED. NOTE: TYPICAL B&B TREE ALL TREES SHOULD BE PRUNED ONLY AFTER INSTALLATION AND WATERING IN THE TREE. PRUNE TO GROWERS SPECIFICATIONS. ALL TREES SHALL COMPLY WITH THE AMERICAN STANDARDS FOR NURSERY STOCK - INCLUDING TREE PIT DEPTH AND WIDTH. 1. 2. NOTE: IN SOME CASES THE MULCH IS ONLY A SPECIFIED DIAMTER - SEE PLANS AND SPECIFICATIONS FOR FURTHER COORDINATION OF MULCHING. NOTE: PLASTIC SPIRAL TREE PROTECTION SHREDDED HARDWOOD BARK MULCH 3"-4" MUDDLE RING TREE BALL PLANTING SOIL CONSTRUCTION SOIL VA R I E S W I T H T H E T Y P E O F TR E E S P E C I F I E D VARIES SHRUB PLANTING DETAIL LANDSCAPE DETAILS 07-11-2025 13030.00SEARCH 13040.00SEARCH D D RIG H T - O F - W A Y N/F KEVIN AND PAULINE DUNNE DEED BOOK 6549, PAGE 2546 PID : R04400-002-035-000 ROOS DINER INC DEED BOOK 6501 PAGE 1906 PID : R04400-002-036-000 87,908 SQ.FT. 2.02 ACRES MA R K E T S T R E E T - U . S . H I G H W A Y 1 7 (10 0 ' P U B L I C R / W ) A S P H A L T R O A D HANDICAP PARKING SIGN SINGLE POLE SIGN HEIGHT = 24.5' BOLLARD (TYP) PRO P O S E D R I G H T - O F - W A Y 15 11 2 1.98 PRO P O S E D R I G H T - O F - W A Y RIG H T - O F - W A Y A L O N G S U B J E C T P R O P E R T Y C U R R E N T L Y U N D E R C O N S T R U C T I O N U N D E R G R O U N D T E L E P E R F I E L D M A R K I N G S CHAIN LINK FENCE (TYP) PERMANENT UTILITY EASEMENT DEED BOOK 6095, PAGE 2595 30' U T I L I T Y E A S E M E N T MB 2 9 , P G 1 3 3 20' A T & T E A S E M E N T MB 6 4 , P G 1 6 2 30' U T I L I T Y E A S E M E N T M B 2 9 , P G 1 3 3 N/F 7241 MARKET STREET, LLC DEED BOOK 6615, PAGE 1227 PID : R04400-001-006-000 RIG H T - O F - W A Y 50' F R O N T S E T B A C K D O N O T E N T E R COOK OUT 4,443 SF FFE=48.5± P A A A A A A A 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.6 0.7 0.7 0.8 0.8 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.8 0.9 0.9 1.0 1.0 1.1 1.1 0.9 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.6 0.8 1.1 1.2 1.2 1.3 1.4 1.5 1.5 1.2 0.7 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.7 1.0 1.4 1.6 1.7 1.8 2.0 2.2 2.3 1.8 0.9 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.6 0.9 1.4 1.7 1.9 2.2 2.6 3.0 3.5 3.7 2.9 1.3 0.7 0.5 0.4 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.7 1.3 1.8 2.1 2.3 2.7 3.4 4.4 5.6 6.3 5.1 2.0 0.8 0.7 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.6 1.0 1.9 2.5 2.6 2.8 3.3 4.2 5.9 8.6 10.9 8.9 3.1 1.0 1.0 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.7 1.5 2.9 3.6 3.5 3.5 4.0 5.2 7.4 11.2 15.9 14.8 6.9 2.7 1.8 1.1 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.6 1.0 2.6 5.1 5.6 5.0 4.7 4.9 6.1 8.4 12.7 18.2 20.3 13.3 7.2 4.2 2.4 1.0 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.6 0.9 1.5 4.7 9.2 8.8 7.0 5.7 5.4 6.2 8.1 11.3 15.2 16.5 14.1 9.7 6.8 4.2 1.9 0.8 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.6 0.9 1.5 2.6 5.0 11.0 15.7 12.4 8.5 6.3 5.4 5.7 7.0 8.9 10.8 11.8 11.7 10.3 8.5 5.9 2.5 1.2 0.8 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.6 0.8 1.2 1.9 3.7 7.1 12.2 18.7 19.6 14.1 9.2 6.5 5.3 5.1 5.9 6.9 7.9 8.8 10.1 11.4 11.5 8.4 2.9 1.1 0.9 0.7 0.5 0.3 0.3 0.2 0.2 0.2 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.6 0.8 1.1 1.6 2.6 5.2 9.3 14.0 17.2 17.1 13.1 9.0 6.5 5.1 4.7 5.0 5.7 6.3 7.4 9.5 12.9 16.2 13.0 5.0 1.6 1.0 0.7 0.6 0.4 0.3 0.2 0.2 0.2 0.1 0.2 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.0 1.5 2.6 6.1 10.1 12.3 13.0 12.6 10.3 7.8 5.8 4.8 4.3 4.5 4.8 5.4 6.7 9.2 13.7 18.9 19.0 10.7 5.0 2.4 1.3 0.8 0.5 0.4 0.3 0.2 0.2 0.1 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.7 0.9 0.9 1.3 2.9 8.4 12.1 11.9 10.7 9.2 7.6 5.9 4.5 2.5 3.5 4.2 5.0 6.3 8.5 12.1 16.1 16.5 12.7 7.3 4.1 2.3 1.3 0.8 0.5 0.4 0.3 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.0 1.3 0.7 6.3 13.8 16.0 12.5 9.4 7.3 6.0 4.6 3.5 4.6 5.6 7.1 9.2 11.1 11.1 9.5 6.5 4.0 2.6 1.7 1.1 0.7 0.5 0.3 0.3 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.3 1.8 0.8 13.8 20.4 18.2 12.7 8.7 6.2 2.0 3.9 5.0 5.8 6.7 7.3 7.1 6.4 5.0 3.3 2.3 1.6 1.1 0.8 0.6 0.4 0.3 0.2 0.4 0.4 0.5 0.7 1.0 1.3 1.7 2.3 3.1 0.6 8.8 14.6 17.7 15.8 11.5 8.0 5.7 3.6 4.2 4.8 5.4 5.3 5.0 4.6 3.8 2.7 1.9 1.4 1.0 0.8 0.6 0.5 0.4 0.3 0.4 0.5 0.6 0.8 1.0 1.4 1.8 2.2 3.1 4.8 7.9 10.4 11.9 11.3 9.0 6.6 5.0 1.2 4.4 4.8 4.8 4.5 4.2 3.8 3.1 2.3 1.6 1.2 0.9 0.8 0.6 0.5 0.4 0.3 0.5 0.6 0.7 0.8 1.0 1.4 1.8 2.5 3.1 4.6 5.9 7.0 7.7 7.7 6.6 5.4 4.4 2.9 5.4 5.8 5.2 4.6 4.1 3.4 2.7 2.1 1.5 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.5 0.6 0.7 0.9 1.1 1.4 2.0 2.5 3.3 4.1 4.7 5.2 5.7 5.6 5.2 4.5 3.9 2.9 7.9 8.0 7.0 5.8 4.5 3.4 2.5 1.9 1.4 1.1 0.8 0.7 0.6 0.5 0.4 0.3 0.5 0.6 0.7 0.9 1.2 1.5 2.1 2.8 3.5 4.1 4.4 4.7 4.7 4.8 4.5 4.0 3.7 3.3 2.7 1.6 8.2 11.6 12.3 10.5 7.9 5.2 3.4 2.4 1.8 1.4 1.0 0.8 0.7 0.5 0.4 0.4 0.3 0.5 0.6 0.8 1.0 1.3 1.7 2.4 3.4 4.2 4.6 4.9 5.0 4.9 4.7 4.5 4.2 3.9 3.6 3.1 2.9 2.1 6.8 11.3 16.1 17.9 14.3 9.2 5.5 3.4 2.3 1.7 1.3 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.5 0.6 0.8 1.1 1.4 2.0 2.9 4.3 5.6 6.2 6.4 6.2 5.6 5.0 4.7 4.4 4.4 4.6 4.6 4.7 4.6 4.9 5.5 7.7 11.9 17.1 18.5 12.3 7.6 4.5 2.8 1.9 1.4 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.4 0.5 0.7 1.1 1.5 2.3 3.5 5.5 8.0 9.4 9.5 8.5 6.8 5.6 5.0 4.8 5.0 5.5 5.9 6.2 6.0 6.0 6.5 8.0 10.6 13.2 10.2 4.7 2.6 1.9 1.4 1.1 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.3 0.4 0.5 0.8 1.3 2.2 3.8 6.5 11.0 14.3 14.6 11.5 8.2 6.2 5.3 5.2 5.8 6.9 8.1 8.9 8.5 7.7 7.4 7.2 7.6 7.8 4.4 1.3 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.5 0.7 1.3 2.5 5.2 10.6 18.3 18.7 13.6 8.9 6.3 5.3 5.3 6.3 8.4 11.3 13.4 12.6 10.2 7.8 6.2 5.6 4.6 2.3 1.0 0.7 0.6 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.9 1.6 4.8 12.8 16.7 12.4 8.1 5.7 4.8 5.0 6.4 9.5 14.4 18.4 16.9 12.1 7.7 5.4 4.3 3.0 1.5 0.8 0.7 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.4 0.5 0.5 1.5 6.8 10.9 9.5 6.8 5.1 4.5 4.8 6.3 9.5 14.5 18.9 14.4 8.8 5.8 3.9 2.9 1.9 1.1 0.7 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 1.2 4.1 6.3 6.2 5.2 4.3 4.1 4.4 5.7 8.2 11.3 11.1 5.7 2.6 2.2 1.8 1.4 0.9 0.6 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.9 2.4 3.8 3.9 3.6 3.4 3.4 3.7 4.5 5.7 6.7 5.4 1.8 0.8 0.9 0.9 0.6 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.7 1.6 2.4 2.5 2.4 2.4 2.5 2.7 3.1 3.7 3.9 2.6 1.0 0.7 0.7 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 1.1 1.6 1.7 1.7 1.7 1.7 1.9 2.2 2.5 2.3 1.4 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.7 1.1 1.2 1.2 1.2 1.3 1.4 1.6 1.7 1.4 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.5 0.8 0.9 0.9 0.9 1.0 1.1 1.2 1.1 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.7 0.7 0.7 0.8 0.8 0.9 0.8 0.6 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.6 0.6 0.6 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.5 0.5 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 LIGHTING PLAN C-8.01 SCALE IN FEET 0 6030 NORTH 24 HOUR CONTACT KYLE ULANDER CONSTRUCTION MANAGER TELEPHONE: (336) 867-8800 NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | ER I K A A T K I N S O N | 7/ 1 5 / 2 0 2 5 1 2 : 3 6 : 2 8 P M X: \ O U T - C O O K O U T \ 2 1 0 0 S I T E S \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 8 . 0 1 - L I G H T - N C . D W G :C8 . 0 1 L I G H T I N G P L A N CONSTRUCTION DOCUMENTS © 2021 Sambatek COOK OUT RESTAURANT 7245 MARKET STREET WILMINGTON, NORTH CAROLINA 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 Total Project Watts Total Watts = 6216 Total Project Watts Total Watts = 6216 Luminaire Schedule Symbol Qty Label Arrangement Description Mounting Height LLF Arr. Lum. Lumens Arr. Watts BUG Rating 7 A GROUP SMA-LED-42L-ACR-FT-UNV-50-TRIPLE-TILT 60°22' POLE + 2' BASE 1.000 119409 888 N.A. Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Grid Z ALL CALC POINTS AT GRADE Illuminance Fc 2.57 20.4 0.0 N.A.N.A.0 PAVED AREA Illuminance Fc 8.08 20.4 1.5 5.39 13.60 10000 ALLIANCE RD. CINCINNATI, OHIO 45242 USA (513) 793-3200 * FAX (513) 793-6023 REV:SHEET 1 OF 1 SCALE: 1"=20'200 LIGHTING PROPOSAL Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine the applicability of the layout to existing or future field conditions. This lighting plan represents illumination levels calculated from laboratory data taken under controlled conditions in accordance with The Illuminating Engineering Society (IES) approved methods. Actual performance of any manufacturer's luminaires may vary due to changes in electrical voltage, tolerance in lamps/LED's and other variable field conditions. Calculations do not include obstructions such as buildings, curbs, landscaping, or any other architectural elements unless noted. Fixture nomenclature noted does not include mounting hardware or poles. This drawing is for photometric evaluation purposes only and should not be used as a construction document or as a final document for ordering product. The IES no longer uses the Cutoff Classification System for LED fixtures. The IES classifies LED fixtures with the BUG rating which refers to the Backlight-Uplight-Glare system. An Uplight of "U0" most closely matches the old Full Cutoff rating. PHOTOMETRIC EVALUATION NOT FOR CONSTRUCTION Dimensions of drawings that have been scaled or converted from PDF files or scanned /submitted images are approximate. LO-162873 7245 MARKET ST WILMINGTON, NC COOK OUT BY:IMK DATE:7/15/25 0 07-15-2025 DETAILS I C-9.01 PRE -CAST CONC. WHEEL STOP WITH 2 #4 BARS 1" O X 18" LONG G.I. PIPE AT EACH END. DRIVE INTO GROUND. 6" 2" 2" ASPHALT PAVING PLAN 6'-0" 6"6" 2" (typ.) 4"8" SECTION CONCRETE WHEEL STOP 1 " 3 ' - 0 " 4 ' - 0 " 3 " 8" 4" 8" ROUND CONC. TOP FILLED W/CONCRETE CONCRETE FOUNDATION FINISHED GRADE OR PAVEMENT BITUMINOUS JOINT FILLER (CONC. PAVEMENT ONLY) 8"Ø STEEL PIPE CONCRETE BOLLARD 6" COMPACTED GRAVEL BASE COMPACTED SUB-GRADE CONCRETE PAVEMENT DETAIL NOTES:1. CONTRACTOR SHALL OBTAIN SOILS REPORT IF AVAILABLE, AND ADJUSTPAVEMENT SECTIONS ACCORDINGLY. SUBGRADE AND GRAVEL BASE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) REFER TO SOILS REPORT IF AVAILABLE. 6" - 4000 PSI CONCRETE (COLOR:BLACK) (WITH 6X6 - W11.4 WELDED WIRE MESH REINFORCEMENT) 4'-0" (MIN.) 1/2" EXPANSION JOINT 5'-0" (MAX.) CONTRACTION JOINT B A 3/4"PLAN SECTION B-B CONTRACTION JOINT SECTION A-A CONCRETE SIDEWALK MA X I M U M 2% C R O S S SL O P E 4" CONC. SLAB ON GRADE - BROOM FINISH EXPANSION JOINTS @ 20'-0" O.C. CONTROL JOINTS @ 5'-0" O.C. 8" X 6" - #10 X #10 W.W.F. SUBGRADE AND GRAVEL BASE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) REFER TO SOILS REPORT IF AVAILABLE. 5' X 5' HANDICAP ACCESSIBLE LANDING OUTSIDE ALL DOORS, AT TOPS AND BOTTOMS OF ALL RAMPS, AND AT ALL SIDEWALK TURNS (NOT TO EXCEED 2% IN ANY DIRECTION). 4" GRAVEL FILL (OR AS REQUIRED BY LOCAL JURISDICTION, FIELD VERIFY) NOSE DOWN CURB DETAIL 6" 6' 6" CONCRETE CURB & GUTTER NOTES: 2'-0" STANDARD CURB AND GUTTER KEYED JOINT3/4" 3/ 4 " STONE BASE PER SOILS REPORT CONSTRUCTION JOINT EXPANDABLE FILLER 1/2" EXPANSION JOINT SLAB EDGE 6" CONCRETE SLAB DETAIL ASPHALT ASPHALT 6" 3000 PSI CONC. 3000 PSI CONC. @ 28 DAYS 12 " 6" @ 28 DAYS 12 " 6" SPILL CURB & GUTTER 5" 1" BASE 1 1/2" R. 1 1/2" R. 7" STANDARD CURB & GUTTER 6" 24" BASE 24" SCORE CURB / VALLEY GUTTER AT 15' O.C. PROVIDE 1/2" EXPANSION JOINTS AT 90' O.C. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. (A 15' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.) FINISH ALL CONCRETE WITH CURING COMPOUND. 1. 2. 3. 4. 1'-0"(typ.) 2' - 0 " 4' - 0 " 2'-0" (typ.) 5' - 0 " 5'-0"4'-0" DIRECTIONAL ARROWS ASPHALT CONCRETE ASPHALT/CONCRETE TRANSITION 1. WHITE PAINT. MINIMUM FLOW RATE OF 100 SF PER GALLON (PAINT FEDERAL SPECIFICATION: TT-P-1952D). 2. 45" - 52" SPACING. 3. DO NOT REPLACE DRIVE-THRU ARROWS. NOTES: 6" HOPPING TAMP NOTE: CONTRACTOR SHALL USE HOPPING TAMP ADJACENT TO CONCRETE. CONCRETE PER SOILS REPORT FACE OF BUILDING, FOUNDATION WALL WHERE OCCURSCONCRETE PER SOILS REPORT STONE BASE PER SOILS REPORT 1 1/2" RADIUS (typ.) STONE BASE PER SOILS REPORT 1'R 3'R PROVIDE 1" PVC WEEP HOLES @ 10' O.C. WHERE GRADES/DRAINAGE IS TOWARDS BACK OF CURB (GRAVEL BEDDING BEHIND CURB) PROVIDE 1" PVC WEEP HOLES @ 10' O.C. WHERE GRADES/DRAINAGE IS TOWARDS BACK OF CURB (GRAVEL BEDDING BEHIND CURB) 1 1/2" ASPHALT SURFACE COURSE 1 1/2" ASPHALT BINDER COURSE 8" COMPACTED GRAVEL BASE COMPACTED SUB-GRADE PARKING STALL ASPHALT PAVEMENT TRAFFIC AISLE ASPHALT PAVEMENT ASPHALT PAVEMENT DETAIL 1 1/2" ASPHALT SURFACE COURSE 1 1/2" ASPHALT BINDER COURSE 6" COMPACTED GRAVEL BASE COMPACTED SUB-GRADE NOTES: 1. CONTRACTOR SHALL OBTAIN SOILS REPORT IF AVAILABLE, AND ADJUST PAVEMENT SECTIONS ACCORDINGLY. 2. CONTRACTOR SHALL PLACE BINDER COURSE DURING CONSTRUCTION, THEN PLACE SURFACE COURSE AFTER BUILDING AND SITE CONSTRUCTION. SUBGRADE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) REFER TO SOILS REPORT IF AVAILABLE. SUBGRADE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) REFER TO SOILS REPORT IF AVAILABLE. NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | ER I K A A T K I N S O N | 11 / 1 3 / 2 0 2 4 1 : 2 9 : 5 4 P M X: \ O U T - C O O K O U T \ 2 1 0 0 S I T E S \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 9 . 0 1 - D T L S . D W G :C9 . 0 1 D E T A I L S CONSTRUCTION DOCUMENTS © 2021 Sambatek COOK OUT RESTAURANT 7245 MARKET STREET WILMINGTON, NORTH CAROLINA 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 STANDARD HANDICAP RAMP DETAIL 1:12 S L O P E LIP OF CURB (UNLESS OTHERWISE SPECIFIED) SECTION A-A 1/2" EXPANSION JOINT SIDEWALK ACCESS RAMP 6'-0" MAXIMUM RAMP LENGTH 1:12 MAXIMUM SLOPE 6" CURB & GUTTER STANDARD 2'-6" DEPRESSED CURB A IN ANY DIRECTION NOT TO EXCEED 2% 5' X 5' LEVEL & CLEAR AREA 5' MIN. A (MA X . ) MINIMUM 5' X 5' LEVEL & CLEAR AREA NOT TO EXCEED 2% IN ANY DIRECTION SEE SITE PLAN FOR TYPE OF CURB TO BE USED AT EACH APPLICATION. HANDICAP SIGN DETAIL INCREASE TO 84" WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES BY OR UNDER SIGN. 6 0 " * 1" 1" R7-8 or R7-8a GREEN BLUE WHITE SYMBOL WHITE BACKGROUND R7-8D SIGN AT VAN SPACE ONLY VAN-ACCESSIBLE6" 9" 18 " 12" CONCRETE FLUME 6" MIN MINIMUM DEPTH OF 4" THICK 6" COMPACTED GRAVEL NOTES: 6"x6" - 10/10 WWF REINF. @ SECTION 3'-0" MIN TOE PROTECTION 4" 4" 6" BACK OF CURB PLAN ASPHALT (TYP) JOIN TO CURB 1.DRAINAGE FLUME SHALL EXTEND DOWN TO THE BOTTOM OF THE POND OR SWALE. 2.TO BE USED ON GRADUAL SLOPES OF 4:1 OR LESS. 07-11-2025 DETAILS II C-9.02 STANDARD HANDICAP RAMP DETAIL 1:12 S L O P E LIP OF CURB (UNLESS OTHERWISE SPECIFIED) SECTION A-A 1/2" EXPANSION JOINT SIDEWALK ACCESS RAMP 6'-0" MAXIMUM RAMP LENGTH 1:12 MAXIMUM SLOPE 6" CURB & GUTTER STANDARD 2'-6" DEPRESSED CURB A IN ANY DIRECTION NOT TO EXCEED 2% 5' X 5' LEVEL & CLEAR AREA 5' MIN. A (MA X . ) MINIMUM 5' X 5' LEVEL & CLEAR AREA NOT TO EXCEED 2% IN ANY DIRECTION SEE SITE PLAN FOR TYPE OF CURB TO BE USED AT EACH APPLICATION. (UNLESS OTHERWISE SPECIFIED) SECTION A-A 1/2" EXPANSION JOINT SIDEWALK ACCESS RAMP 6'-0" MINIMUM RAMP LENGTH 12:1 MAXIMUM SLOPE WITH CONCRETE CONCRETE FLUSH STANDARD CURB LIP OF CURB TYPICAL SCORED JT. LOCATION VARIES 5.0' M I N I M U M 6.0' (SEE SITE PLAN) 6.0' DEPRESSED CURB NEED FOR PAVEMENT STRIPING AT ACCESS RAMP TO BE DETERMINED BY ENGINEER (SEE SITE SHEET). STANDARD CURB 1:12 SLOPE RAMP 1:12 SLOPE RAMP 1:50 S L O P E LEVEL & CLEAR AREA NOT TO EXCEED 2% IN ANY DIRECTION A A FLUSH HANDICAP RAMP DETAIL 1:50 S L O P E 1:50 S L O P E 5.0' MIN. (VARIES) 2' HANDICAP SIGN DETAIL * INCREASE TO 84" WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES BY OR UNDER SIGN. 6 0 " * 1" 1" R7-8 or R7-8a GREEN BLUE WHITE SYMBOL WHITE BACKGROUND R7-8D SIGN AT VAN SPACE ONLY VAN-ACCESSIBLE6" 9" 18 " 12" 1.BOXES SHALL COMPLY WITH LOCAL JURISDICTIONAL STANDARDS AND SPECIFICATIONS. 2.ANY NONSTANDARD BOX IS TO BE DESIGNED BY A PROFESSIONAL ENGINEER. 3.THE MAXIMUM HEIGHT OF AN UN-REINFORCED MASONRY DRAINAGE STRUCTURE WITH 8" WALLS SHALL BE LIMITED TO 8'-0" FROM INVERT OF THE OUTLET PIPE TO THE TOP OF THE CASTING. DEPTHS GREATER THAN 8'-0" SHALL HAVE WALLS 12" THICK. BASINS OVER 12' IN TOTAL DEPTH SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. FOUR INCH WALLS ARE NOT ALLOWED ON DRAINAGE STRUCTURES. BOTTOM SLAB ON STRUCTURES SHALL BE REINFORCED WHEN BOX DEPTHS EXCEEDS 8 FT. 4.STEPS ARE TO BE PROVIDED ON ALL BASINS DEEPER THAN 42". 5.STEPS ARE TO BE PS1-PF AS MANUFACTURED BY M.A. INDUSTRIES OR AN APPROVED EQUAL. LOCATE ON NON-PIPE WALLS. 6.MORTAR IN MASONRY BOXES IS TO BE TYPE M. 7.CLAY BRICK STRUCTURES ARE NOT ALLOWED. 8.CONCRETE PIPE IS TO BE MINIMUM CLASS III. 9.CONCRETE BUILDING BRICK IS TO MEET ASTM C-55, GRADE N, TYPE 1. 10.BASINS LOCATED IN WET AREAS, OR AS OTHERWISE REQUIRED BY THE TOWN ENGINEER, SHALL HAVE WEEP HOLES AS SHOWN ON DETAILS. 11.ALL CAST-IN-PLACE PRECAST CONCRETE DRAINAGE STRUCTURES LOCATED IN PAVED AREAS ACCESSIBLE TO TRUCK LOADINGS TO BE DESIGNED TO MEET AASHTO HS 20-44 LOADING. SEE MANUFACTURERS DETAILS FOR WALL, TOP AND BOTTOM THICKNESS. DRAINAGE STRUCTURE NOTES STANDARD HANDICAP RAMP DETAIL 1:12 S L O P E LIP OF CURB (UNLESS OTHERWISE SPECIFIED) SECTION A-A 1/2" EXPANSION JOINT SIDEWALK ACCESS RAMP 6'-0" MAXIMUM RAMP LENGTH 1:12 MAXIMUM SLOPE 6" CURB & GUTTER STANDARD 2'-6" DEPRESSED CURB CURB A 1:10 1:10 IN ANY DIRECTION NOT TO EXCEED 2% 5' X 5' LEVEL & CLEAR AREA 4' MIN. A DETECTABLE/TACTILE WARNING SURFACE TILE, 24" X 60" CAST IN PLACE INLINE DOME TACTILE TILE (PER ARMOR-TILE ADA, DRAWING NUMBER ADA-C-2460& ADA-S-2460 www.armor-tile.com) (MA X . ) MINIMUM 5' X 5' LEVEL & CLEAR AREA NOT TO EXCEED 2% IN ANY DIRECTION NOTE TO CONTRACTOR: ALL PROPOSED HANDICAP RAMPS HAVE ADA COMPLIANT DETECTABLE WARNING SURFACES, WHICH MUST BE THE FULL LENGTH OF THE RAMP LANDING NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | ER I K A A T K I N S O N | 11 / 4 / 2 0 2 4 4 : 0 8 : 5 5 P M X: \ O U T - C O O K O U T \ 2 1 0 0 S I T E S \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 9 . 0 2 - D T L S . D W G :C9 . 0 2 D E T A I L S CONSTRUCTION DOCUMENTS © 2021 Sambatek COOK OUT RESTAURANT 7245 MARKET STREET WILMINGTON, NORTH CAROLINA 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 07-11-2025 DETAILS III C-9.03 S 18" 18" SQUARE CONCRETE ENCASEMENT 11" 10-3/4" 2" 4" M A X 8" 6" MIN. 3" PROVIDE RUBBER GASKET ASPHALT OR CONCRETE AS DETERMINED BY TRAFFIC SURFACE FINISHED GRADE CAST IRON/DUCTILE IRON CLEANOUT COVER 3000 PSI CONCRETE SAND CUSHION PANELLA TYPE CLEANOUT WITH COUNTERSUNK HEAD PIPE SEAL GASKET 3000 PSI CONCRETE PVC ENCASEMENT PIPE PVC PIPE 9-1/4"CAP CLEANOUT COVER ASSEMBLY TRAFFIC AREA 2" FINISH GRADE COUNTERSUNK PLUG 15" SQUARE CONC. SLAB 6" THICK WYE PLUG OMIT PLUG WHERE SEWER JOINS HOUSE CONNECTION PVC 1/8" BEND SANITARY SEWER CLEANOUT FINISHED GRADE FINAL BACKFILL INITIAL BACKFILL 6"O.D. OF PIPE 6" 12""O.D. OF PIPE 12" UNDISTURBED SOIL MINIMUM SIDE CLEARANCE MAXIMUM SIDE CLEARANCE 2' - 0 " #67 STONE WHEN ROCK IS ENCOUNTERED 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. 3. ALL BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY. 4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 8"-10" IN NON-TRAFFIC AREAS. 5. ACHIEVE 80% COMPACTION IN NON-TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS. 6. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL IS REQUIRED. 7. NO BOULDERS 8" IN DIAMTER OR GREATER ALLOWED. NOTES: TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR DUCTILE IRON AND REINFORCED CONCRETE PIPE FINISHED GRADE FINAL BACKFILL INITIAL BACKFILL 6"O.D. OF PIPE 6" UNDISTURBED SOIL MINIMUM SIDE CLEARANCE 2' - 0 " TAMP WELL UNDER BOTTOM HALF OF PIPE TYPICAL TRENCH BOTTOM DIMENSIONS TRENCH BOTTOM DIMENSIONS & BACKFILLING REQUIREMENTS FOR PVC GRAVITY SEWER MAIN HAUNCHING 4" BEDDING #67 STONE PIPE GRADE FOR SDR 35 PVC GRAVITY PIPE 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. 3. ALL BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY. 4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 8"-10" IN NON-TRAFFIC AREAS. TRENCH DETAILS iD H TYPE I - TRENCH DETAIL Do D (MIN.)o SEE NOTE #1 D /3oBEDDING HAUNCH LOWER SIDE MIDDLE BEDDING LOOSELY PLACED UNCOMPACTED BEDDING EXCEPT FOR TYPE 4OUT BEDDING MATERIAL AND COMPACTION EACH SIDE, SAME REQUIREMENTS AS HAUNCH FOUNDATION OVERFILL OR BACKFILL CATEGORY I, II, III NOTE 1: CLEARANCE BETWEEN PIPE AND TRENCH WALL SHALL BE ADEQUATE TO ENABLE SPECIFIC COMPACTION, BUT NOT LESS THAN D /6.o BEDDING THICKNESS LOWER SIDEHAUNCH AND OUTER BEDDING TYPE I D /24 MINIMUM; NOT LESS THAN 3 IN. IF ROCK FOUNDATION, USE D /12 MINIMUM; NOT LESS THAN 6 IN. INSTALLATION TYPE 95% CATEGORY Io o UNDISTURBED NATURAL SOIL WITH FIRMNESS EQUIVALENT TO THE FOLLOWING PLACED SOILS: 90% CATEGORY I, 95% CATEGORY II, OR 100% CATEGORY III, OR EMBANKMENT TO THE SAME REQUIREMENTS. 1.COMPACTION AND SOIL SYMBOLS, THAT IS, 95% CATEGORY I, REFER TO CATEGORY I SOIL MATERIAL WITH A MINIMUM STANDARD PROCTOR COMPACTION OF 95%. 2.THE TRENCH TOP ELEVATION SHALL BE NO LOWER THAN 0.1 H BELOW FINISHED GRADE OR, FOR ROADWAYS, ITS TOP SHALL BE NO LOWER THAN AN ELEVATION OF 1 FT BELOW THE BOTTOM OF THE PAVEMENT BASE MATERIAL. 3.WHEN THE TRENCH WIDTH SPECIFIED MUST BE EXCEEDED, THE ENGINEER SHALL BE NOTIFIED. 4.SOIL IN BEDDING AND HAUNCH ZONES SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS SPECIFIED FOR THE MAJORITY OF SOIL IN THE BACKFILL ZONE. 5.THE TRENCH WIDTH SHALL BE WIDER THAN SHOWN IF REQUIRED FOR ADEQUATE SPACE TO ATTAIN THE SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES. 6.FOR TRENCH WALLS THAT ARE WITHIN 10 DEGREES OF VERTICAL, THE COMPACTION FIRMNESS OF THE SOIL IN THE TRENCH WALLS AND LOWER SIDE ZONE NEED NOT BE CONSIDERED. SEE NOTE 3. 7.FOR TRENCH WALLS GREATER THAN 10 DEGREE SLOPES THAT CONSIST OF EMBANKMENT, THE LOWER SIDE SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS SPECIFIED FOR THE SOIL IN BACKFILL ZONE. SEE NOTE 3. 8.REQUIRED BEDDING THICKNESS IS THE THICKNESS OF THE BEDDING AFTER THE PLACEMENT OF THE PIPE ON THE BEDDING AND PRIOR TO THE PLACEMENT OF THE BACKFILL. NO DATE BY CKD APPR SHEETDRAWN BY DESIGNED BY CHECKED BY PROJECT NO. PRELIMINARY DESIGN REVIEW PERMIT SUBMITTAL COMMENT Engineering | Surveying | Planning | Environmental 24 . 1 S ( L M S T E C H ) | ER I K A A T K I N S O N | 11 / 4 / 2 0 2 4 4 : 0 9 : 1 0 P M X: \ O U T - C O O K O U T \ 2 1 0 0 S I T E S \ 2 1 2 5 - W I L M I N G T O N , N C ( 7 2 4 5 M A R K E T S T ) \ C A D \ S H E E T S \ O U T - 2 1 2 5 - C 9 . 0 3 - D T L S . D W G :C9 . 0 3 D E T A I L S CONSTRUCTION DOCUMENTS © 2021 Sambatek COOK OUT RESTAURANT 7245 MARKET STREET WILMINGTON, NORTH CAROLINA 11/13/2024 XX/XX/XXXX XX/XX/XXXX XX/XX/XXXX DH NDG BB OUT-2125 1ST SUBMITTAL SETBBNDGDH11/13/20241 07-11-2025