FY20PN81165-C-001 C-001.pdf

GRADING NOTES

US Army Corps of Engineers ®

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FOR OFFICIAL USE ONLY (FOUO)

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READY FOR ADVERTISEMENTFOR OFFICIAL USE ONLY (FOUO)

1. FIELD VERIFY THE ACTUAL AND EXACT LOCATION, SIZE AND MATERIAL COMPOSITION OF

EXISTING UTILITY SERVICE SHOWN FOR CONNECTION OR USE ON THIS PROJECT. THE

RELOCATION OF UTILITY SERVICES REQUIRED TO COMPLETE PORTIONS OF THESE

CONSTRUCTION PLANS MUST BE PROVIDED BY THE CONTRACTOR.

2. A NORTH CAROLINA LICENSED UTILITY CONTRACTOR MUST PERFORM UTILITY WORK

INVOLVED IN CONSTRUCTING THIS PROJECT.

3. EXISTING UTILITIES MUST BE PROTECTED DURING CONSTRUCTION. HAND EXCAVATE WITHIN 2

FEET OF EXISTING UTILITIES.

4. THE GAS UTILITY LAYOUT DOES NOT SHOW EVERY OFFSET, TRANSITION, AND FITTING THAT

MAY BE REQUIRED. CONTRACTOR IS RESPONSIBLE FOR DETERMINATION OF AND PROVIDING

FITTINGS NECESSARY FOR COMPLETION OF THE SYSTEM.

5. DESIGN AND CONSTRUCTION OF THE WATER DISTRIBUTION SYSTEM TO SERVICE THE FACILITY

- INCLUDING FIRE HYDRANTS, WILL BE PROVIDED BY AMERICAN STATES UTILITY SERVICE

(ASUS). REFER TO PLUMBING PLANS FOR CONNECTION LOCATION.

6. DESIGN AND CONSTRUCTION OF THE SANITARY SEWER COLLECTION SYSTEM FOR THE

FACILITY WILL BE PROVIDED BY AMERICAN STATES UTILITY SERVICE (ASUS). REFER TO

PLUMBING PLANS FOR CONNECTION LOCATION.

7. NATURAL GAS SERVICE TO THE FACILITY WILL BE DESIGNED AND INSTALLED BY GAS UTILITY

PROVIDER. REFER TO PLUMBING PLANS FOR THE BUILDING CONNECTION LOCATION.

8. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF UTILITY CONSTRUCTION.

9. AMERICAN STATES UTILITY SERVICE POINT OF CONTACT:

WESLEY HOLMES

910-237-8680

WESLEY.HOLMES@ASUSINC.COM

SANDHILLS UTILITY SERVICE POINT OF CONTACT:

DARYL MCLELLAN

OFFICE: 910-496-2222

CELL: 910-818-0112

DMCLELLAN@SANDHILLSUTILITY.COM

1. ADJUST RIMS TO FINISHED GRADE UNLESS OTHERWISE SPECIFIED. THE RIM IS THE TOP

OF A MANHOLE, CATCH BASIN, OR OTHER ASSEMBLY THAT IS INSTALLED IN THE GROUND,

AND IS NORMALLY USED FOR STORM WATER COLLECTION OR SANITARY PURPOSES.

2. REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDING AND BUILDING DIMENSIONS.

3. FIELD VERIFY DIMENSIONS INDICATED AND NOTIFY CONTRACTING OFFICER OF

DISCREPANCIES.

4. NORTHING AND EASTING COORDINATES FOR UTILITY AND DRAINAGE STRUCTURES

INDICATE CENTER OF STRUCTURE SYMBOL ON THE SITE PLAN. FIELD ADJUST STRUCTURE

LOCATIONS BASED ON THE ACTUAL DIMENSIONS OF THE STRUCTURE.

5. UTILITIES AND STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO

REMAIN AND BE PROTECTED FROM DAMAGE.

6. FEATURES SHOWN OUTSIDE THE SURVEY LIMITS ARE BASED ON THE MASTER PLAN

DRAWINGS FROM THE U.S. ARMY CORPS OF ENGINEERS SAVANNAH DISTRICT.

1. THE FOLLOWING NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE PROJECT, EXCEPT

WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER.

2. SIGNAGE, STRIPING, AND MARKING NOTES MUST BE IN CONFORMANCE WITH NCDOT ROAD AND

BRIDGE STANDARDS, AND THE FHWA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), INCLUDING NCDOT AND MUTCD SUPPLEMENTS.

3. TIE PROPOSED PAVEMENT MARKINGS TO EXISTING PAVEMENT MARKING LINES.

4. REMOVE/REPLACE ANY CONFLICTING OR DAMAGED PAVEMENT MARKINGS.

5. INSTALL PAVEMENT MARKINGS ON THE FINAL PAVEMENT SURFACE.

6. ALL PAVEMENT MARKING MATERIALS, INSTALLATION, AND QUALITY CONTROL REQUIREMENTS

SHALL BE IN ACCORDANCE WITH THE 2018 EDITION OF THE NCDOT STANDARD SPECIFICATIONS

FOR ROADS AND STRUCTURES, DIVISION 1087 AND DIVISION 12.

7. ALL TEMPORARY MARKINGS AND WORK ZONE SIGNAGE MUST ALSO CONFORM TO THE

REQUIREMENTS OF DIVISION 11 - WORK ZONE TRAFFIC CONTROL.

8. SIGNAGE MUST CONFORM TO DIVISION 9 AND DIVISION 10 OF THE 2018 EDITION OF THE NCDOT

STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.

9. SIGN POSTS AND THE BACKSIDE OF ALL SIGNAGE SHALL BE PAINTED FS-20059 (MISSION BROWN).

10. ALL SIGNAGE MUST HAVE A HIGH INTENSITY TYPE 3 OR GREATER SHEETING.

11. ALL PRODUCTS USED FOR MARKING AND SIGNAGE MUST BE ON THE NORTH CAROLINA DOT

QUALIFIED PRODUCT LIST (QPL).

1. VERIFY AND COORDINATE DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL

LOCATION OF STORM STRUCTURES AND INLETS AND UTILITIES CROSSING THE STORM SEWER.

2. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS ARE

APPROXIMATE. WHERE NEW STORM SEWERS TIE TO EXISTING SWALES, FIELD ADJUST NEW

STORM SEWERS TO MATCH THE LOCATIONS OF THESE EXISTING FEATURES.

3. REINFORCED CONCRETE PIPE SHALL BE CLASS III UNLESS OTHERWISE NOTED.

4. OPEN STORM PIPES MUST BE PROTECTED WITH STONE FILTER PROTECTION AFTER WORK

STOPPAGE EACH DAY UNTIL CONNECTING STRUCTURES ARE CONSTRUCTED.

5. STORMWATER WILL BE ROUTED TO THE PREVIOUSLY PERMITTED UNDERGROUND DETENTION

BASIN AND INFILTRATION SYSTEM.

CIVIL GENERAL NOTES

DEMOLITION NOTES

STORM DRAINAGE NOTES

MARKING AND SIGNAGE NOTES

UTILITY NOTES

1. PRIOR TO DEMOLISHING EXISTING STRUCTURES, INSPECT FOR HAZARDOUS MATERIALS.

CONTACT CONTRACTING OFFICER IMMEDIATELY IF HAZARDOUS MATERIALS ARE DISCOVERED.

2. DEMOLITION OF EXISTING UTILITIES MUST BE COORDINATED WITH THE FORT BRAGG PUBLIC

WORKS DEPARTMENT AND THE UTILITY PROVIDER(S).

3. UTILITIES LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION MUST BE

PROTECTED FROM DAMAGE AND ACCESS CASTING MUST BE ADJUSTED TO FLUSH WITH NEW

GRADE.

4. WHERE ASPHALT/CONCRETE SECTION IS TO BE REMOVED, PROVIDE A SAW CUT AT THE LIMITS

OF DEMOLITION OR NEAREST JOINT TO OBTAIN A CLEAN VERTICAL EDGE.

5. SAW CUT SIDEWALKS AND CURB AND GUTTER AT THE NEAREST JOINT TO PROVIDE A

SMOOTH TIE-IN OF PROPOSED SIDEWALKS AND CURB AND GUTTER TO EXISTING.

DAMAGED EDGES SHALL BE RE-SAWED TO PROVIDE ONE UNIFORM EDGE AT NO

ADDITIONAL COST.

6. THE GOVERNMENT WILL SALVAGE ANY EQUIPMENT, FURNISHINGS, STORAGE BUILDINGS,

AND OTHER REAL PROPERTY BOTH INSIDE AND OUTSIDE OF THE BUILDINGS PRIOR TO

BEGINNING DEMOLITION. THE CONTRACTOR WILL BE RESPONSIBLE FOR DEMOLISHING AND

DISPOSAL OF ALL ITEMS REMAINING IN THE BUILDINGS AND ON SITE - SUCH AS FURNITURE, AND EQUIPMENT.

1. ENSURE POSITIVE DRAINAGE AWAY FROM NEW AND EXISTING BUILDINGS THROUGHOUT

CONSTRUCTION.

2. ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREAS IMMEDIATELY

SURROUNDING THE SITE WHICH AFFECTS OPERATION SHALL BE CONTINUALLY AND

EFFECTIVELY DRAINED DURING ALL PHASES OF CONSTRUCTION.

3. THE CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH OTHER UTILITIES

TO BE INSTALLED. WHERE EARTHWORK CUT IS TO BE ACCOMPLISHED, ALL NEW UTILITIES

SHALL BE CONSTRUCTED WITH THE REQUIRED COVER AND COORDINATION WITH

PRIVATIZED UTILITIES OF OTHER DISCIPLINES.

4. EXISTING STORM DRAINAGE PIPE TO BE UTILIZED AS PART OF NEW STORM DRAINAGE

NETWORK SHALL BE FIELD VERIFIED. IF CONFLICTS ARE FOUND, NOTIFY THE

CONTRACTING OFFICER.

1. THE CONTRACTOR SHALL MAINTAIN TRAFFIC DURING CONSTRUCTION AND PROVIDE, INSTALL, AND

MAINTAIN ALL TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THESE PROJECT GUIDELINES, THE

PROJECT SPECIAL PROVISIONS, NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD

DRAWINGS, THE CURRENT EDITION OF NCDOT STANDARD SPECIFICATIONS FOR ROADS AND

STRUCTURES, AND THE CURRENT EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD).

2. THE CONTRACTOR SHALL UTILIZE COMPLETE AND PROPER TRAFFIC CONTROLS AND TRAFFIC CONTROL

DEVICES DURING ALL OPERATIONS. ALL TRAFFIC CONTROL AND TRAFFIC CONTROL DEVICES REQUIRED

FOR ANY OPERATION SHALL BE FUNCTIONAL AND IN PLACE PRIOR TO THE COMMENCEMENT OF THAT

OPERATION. SIGNS FOR TEMPORARY OPERATIONS SHALL BE REMOVED DURING PERIODS OF INACTIVITY.

THE CONTRACTOR IS REQUIRED TO LEAVE THE PROJECT IN A MANNER THAT WILL BE SAFE TO THE

TRAVELING PUBLIC AND WHICH WILL NOT IMPEDE MOTORISTS.

3. TRAFFIC MOVEMENTS THROUGH LANE CLOSURES ON ROADS WITH TWO-WAY TRAFFIC SHALL BE

CONTROLLED BY FLAGGERS STATIONED AT EACH END OF THE WORK ZONE. IN SITUATIONS WHERE SIGHT

DISTANCE IS LIMITED, THE CONTRACTOR SHALL PROVIDE ADDITIONAL MEANS OF CONTROLLING TRAFFIC, INCLUDING, BUT NOT LIMITED TO, TWO-WAY RADIOS, PILOT VEHICLES, OR ADDITIONAL FLAGGERS.

FLAGGERS SHALL BE COMPETENT PERSONNEL, ADEQUATELY TRAINED IN FLAGGING PROCEDURES, AND

FURNISHED WITH PROPER SAFETY DEVICES AND EQUIPMENT, INCLUDING, BUT NOT LIMITED TO, SAFETY

VESTS AND STOP/SLOW PADDLES. ALL PERSONNEL WHEN WORKING IN TRAFFIC AREAS OR AREAS IN

CLOSE PROXIMITY TO TRAFFIC SHALL WEAR AN APPROVED SAFETY VEST, OR SHIRT OR JACKET WHICH

MEETS THE COLOR REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, AND REGULATIONS GOVERNING SAFETY, HEALTH, AND SANITATION, AND SHALL PROVIDE

ALL SAFEGUARDS, SAFETY DEVICES, AND PROTECTIVE EQUIPMENT, AND SHALL TAKE ANY OTHER

NEEDED ACTIONS, ON HIS OWN RESPONSIBILITY THAT ARE REASONABLY NECESSARY TO PROTECT THE

LIFE AND HEALTH OF EMPLOYEES ON THE JOB AND THE SAFETY OF THE PUBLIC, AND TO PROTECT

PROPERTY IN CONNECTION WITH THE PERFORMANCE OF THE WORK COVERED BY THE CONTRACT. WORK

ON ANY ROADWAY, PARKING LOT OR EXPOSED TRAFFIC MOVEMENT AREA MAY REQUIRE A TRAFFIC

CONTROL PLAN. THE PLAN SHALL INCORPORATE THE APPLICABLE MUTCD AND NCDOT STANDARDS AND

SEALED BY A PROFESSIONAL TRAFFIC ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA. A

DEVIATION FROM THIS DIRECTIVE, REQUIRING A SEALED TRAFFIC CONTROL PLAN CAN BE MADE BASED

ON EMERGENCY, SAFETY AND ROADWAY CONDITIONS BY THE FORT BRAGG - DPW CIVIL AND OR TRAFFIC

ENGINEER.

5. THE FORT BRAGG CIVIL AND OR TRAFFIC ENGINEERS AT DPW REQUIRE A TEN DAY (WORKING DAYS)

NOTICE TO BEGIN WORK FOR SECURITY AND INTER-AGENCY APPROVALS. EXCEPTIONS TO THE

SCHEDULE MAY BE GRANTED FOR EMERGENCY SITUATIONS. AN APPROVED TRAFFIC CONTROL PLAN BY

DPW BUT NOT SUBMITTED FOR AN APPROVED WORK START DATE MAY BE CONSIDERED NULL AND VOID

AFTER SIXTY CALENDAR DAYS OF THE PLAN APPROVAL DATE IF NO ACTION IS TAKEN TO INITIATE THE

WORK. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE FORT BRAGG CIVIL AND OR TRAFFIC

ENGINEER AT THE START AND PROJECTED COMPLETION DATE TO THIS WORK. ANY DEVIATION FOR THIS

SCHEDULE SHALL BE APPROVED BY THE FORT BRAGG CIVIL AND OR TRAFFIC ENGINEER.

6. OPEN CUTS ON ASPHALT ROADWAYS WILL REQUIRE FULL DEPTH PATCHING WITH APPLICABLE BASE, FULL

DEPTH PATCHING WITH ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5A IN 2-INCH LIFTS IF

APPLICABLE, THE SAME DAY. THE WORK SHALL ALSO COMPLY WITH NCDOT STANDARD ROADWAY

REPAIR AND PATCHING POLICIES AND TECHNIQUES.

FORT BRAGG TRAFFIC CONTROL AND

WORKZONE SAFETY POLICY

1. THESE REQUIREMENTS APPLY TO ALL CONSTRUCTION AND ALTERATIONS GREATER THAN

200 FEET IN HEIGHT. THESE REQUIREMENTS ALSO APPLY TO ALL CRANES USED ON FORT

BRAGG.

2. POPE ARMY AIRFIELD HAS REQUESTED THAT NOTICES OF PROPOSED CONSTRUCTION OR

ALTERATION ON FT. BRAGG BE FILED DIRECTLY WITH FAA. THIS INCLUDES NOTICES FOR

CONSTRUCTION CRANES.

3. IN A MEETING 25 MARCH 04 BETWEEN USACE AND POPE ARMY AIRFIELD REPRESENTATIVES

IT WAS AGREED THAT CONTRACTORS WOULD FILE THE REQUIRED FAA FORM 7460-1.

APPLICATION COULD BE FILED ELECTRONICALLY VIA THE FAA WEB SITE:

HTTPS://OEAAA.FAA.GOV/OEAAA/EXTERNAL/PORTAL.JSP.

4. APPLICABLE REGULATIONS AR 95-2 PARA 8.6:

HTTP://WWW.USAPA.ARMY.MIL/PDFFILES/R95_2.PDF AND FAA 7400.2E, CHAPTERS 5 & 6 AND

7 HTTP://WWW.FAA.GOV/ATPUBS/AIR/INDEX.HTM.

5. FAA FORM 7460-1 IS AVAILABLE ON THE FAA WEB SITE HTTP://WWW.FAA.GOV. THIS WEB

SITE AND THE FORM DETAIL THE SPECIFIC CONDITIONS REQUIRING NOTICE AND

INSTRUCTIONS ON HOW TO APPLY VIA THE FAA WEB PORTAL

HTTPS://OEAAA.FAA.GOV/OEAAA/EXTERNAL/PORTAL.JSP. NOTICES ARE REQUIRED TO BE

FILED A MINIMUM OF 30 DAYS PRIOR TO THE PROPOSED CONSTRUCTION OR ALTERATION

IS TO BEGIN.

6. THE FT. BRAGG POINT OF CONTACT FOR THESE ACTIONS IS THE INSTALLATION ATC

CHIEF/AIR TRAFFIC & AIRSPACE MANAGER (AT&A), MR. LEE VALLIANT 910-396-7725 OR

E-MAIL: LEE.VALLIANT@US.ARMY.MIL. COPIES OF ALL NOTICES SHOULD BE PROVIDED TO

MR. VALLIANT.

FEDERAL AVIATION ADMINISTRATION (FAA)

REQUIRED NOTICES

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1. THERE ARE NO WETLANDS OR RIPARIAN BUFFERS IDENTIFIED WITHIN THE LIMITS OF

DISTURBANCE.

WETLANDS

1. THE FORT BRAGG BORROW PIT IS CLOSED. THE CONTRACTOR MUST PROVIDE ANY MATERIAL

REQUIRED FOR CONSTRUCTION FROM SOURCES OFF POST.

2. NEITHER THE FORT BRAGG BORROW PIT NOR THE LANDFILL CAN ACCEPT DISPOSAL MATERIAL.

3. EXCESS BORROW MATERIAL SHALL BE DISPOSED OF OFF POST.

BORROW MATERIAL

1. FEATURES SHOWN OUTSIDE THE SURVEY LIMITS ARE BASED ON THE MASTER PLAN DRAWINGS

FROM THE U.S. ARMY CORPS OF ENGINEERS SAVANNAH DISTRICT. PLEASE COORDINATE WITH

THE USACE COR FOR ANY SURVEY INFORMATION REQUIRED FROM ADJACENT PROJECT PRIOR

TO CONSTRUCTION COMMENCEMENT.

SURVEY NOTES

7. NO MATERIAL STORAGE SHALL BE ALLOWED ALONG THE SHOULDERS OF THE ROADWAY, PARKING LOTS

OR AREAS WITH ACTIVE TRAFFIC DURING NON-WORKING HOURS. EQUIPMENT SHALL BE PARKED AWAY

FROM ACTIVE TRAFFIC AREAS AND SHALL BE PROPERLY BARRICADED TO PREVENT EQUIPMENT

OBSTRUCTION WITHIN THE CLEAR RECOVERY AREA. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA

REQUIREMENTS AND PROVIDE A COMPETENT PERSON ON SITE TO SUPERVISE ALL PHASES OF THIS TYPE

OF WORK.

8. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND FORT BRAGG ENVIRONMENTAL

REGULATIONS AND SHALL OBTAIN ALL NECESSARY FEDERAL, STATE, AND FORT BRAGG ENVIRONMENTAL

PERMITS, INCLUDING BUT NOT LIMITED TO, THOSE RELATED TO SEDIMENT CONTROL, STORM WATER, WETLAND, STREAMS, ENDANGERED SPECIES, AND HISTORICAL SITES.

9. THE FORT BRAGG DIRECTORATE OF PUBLIC WORKS SHALL BE NOTIFIED PRIOR TO BEGINNING WORK

THAT AFFECTS PERMANENT TRAFFIC CONTROL DEVICES. THE CONTRACTOR SHALL BE RESPONSIBLE TO

RELOCATE, MODIFY, REPAIR, OR REPLACE TRAFFIC SIGNALS AND COMPONENT EQUIPMENT, TRAFFIC

SIGNS AND PAVEMENT MARKINGS IN COMPLIANCE WITH NCDOT CURRENT EQUIPMENT AND STANDARDS

WHERE APPLICABLE. THE CONTRACTOR MAY BE REQUIRED TO INSTALL TEMPORARY TRAFFIC SIGNALS, PAVEMENT MARKINGS, RAISED PAVEMENT MARKERS AND SIGNING TO ACCOMPLISH THE WORK. THESE

TASKS SHALL BE NOTED IN THE APPROVED TRAFFIC CONTROL PLAN.

10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF THE OTHER

UTILITIES WITHIN THE WORK ZONE AREA. THIS SHALL ALSO INCLUDE THE LOCATION OF THE WATER, SEWER, AND DRAINAGE SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING OTHER

UTILITY OWNERS AND PROVIDING PROTECTION AND SAFEGUARDS TO PREVENT DAMAGE OR

INTERRUPTIONS TO EXISTING FACILITIES AND TO MAINTAIN ACCESSIBILITY TO THE EXISTING UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THESE UTILITIES

BECAUSE OF HIS WORK. ALL PIPE REPAIR WORK SHALL BE IN COMPLIANCE WITH THE NCDOT STANDARD

DRAWINGS AND SPECIFICATIONS, CURRENT EDITION. EXCAVATED AREA ADJACENT TO PAVEMENT OR

ACTIVE TRAFFIC AREAS HAVING MORE THAN A 2-INCH DROP SHALL BE SHAPED UP AT A 6:1 OR FLATTER

SLOPE AND DESIGNATED BY APPROPRIATE DELINEATION DURING PERIODS OF INACTIVITY, INCLUDING, BUT NOT LIMITED TO, NIGHT AND WEEKEND HOURS. PRE-CAST CONCRETE MANHOLES, CATCH BASINS, OR

DRAINAGE STRUCTURES SHALL BE THE TYPE PRE-APPROVED BY NCDOT. MANHOLE RINGS AND COVERS, VALVE COVERS AND STORM DRAINAGE GRATES AND FRAMES SHALL BE OF THE TRAFFIC BEARING TYPE

APPROVED BY NCDOT.

11. ALL WORK PERFORMED UNDER THIS POLICY SHALL BE CONTRACTED TO AN NCDOT LICENSED OR

CERTIFIED CONTRACTOR (BONDED IN THE STATE OF NORTH CAROLINA).

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