Proposed Preliminary Plat 2.8.2017COORDINATION NOTES:1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH NEW HANOVER COUNTY, AND THESTATE OF NORTH CAROLINA.3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THEPROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OFBEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONALSURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THEHOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES ORSTANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDING DIMENSIONS AND DETAILS.GENERAL NOTES:1. AN EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY WAS COMPLETED BY PARAMOUNTE ENGINEERING, INC.THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY DISCREPANCIES REPORTED TO THE OWNER,OWNERS REPRESENTATIVE AND/OR ENGINEER IMMEDIATELY.2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS.THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALLEXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES, HANDDIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIESIN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTINGUTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARYSUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES,WATER LINES, ETC.3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OFTHE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT.5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE.6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.7. CONTRACTOR SHALL CALL NORTH CAROLINA 811 AT "811" AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.SITE NOTES :1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TOSTART OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS,EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.2. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROMINJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.3. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESSCOORDINATED WITH THE RESPECTIVE UTILITY.4. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.5. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT ANDAT LEAST ONCE A WEEK DURING CONSTRUCTION.6. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALLTIMES.7. ALL UTILITIES TO SERVICE PROPOSED STRUCTURE SHALL BE UNDERGROUND ON SITE.8. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHERSTRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BEREPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.9. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPINGPRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH ACOPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.10. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILSOF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURESFROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER, THE CITY OFGOLDSBORO, OR WAYNE COUNTY RESPECTIVELY.11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALLEXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THECONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES ANDSTRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THECONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL ORREARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUNDSTRUCTURES. CONTACT "NORTH CAROLINA 811" CALL 811 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON-SUBSCRIBING UTILITIES.12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BEREQUIRED.13. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITHTHE PROJECT AS SET FORTH IN THESE PLANS.14. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB UNLESS NOTED OTHERWISE.15. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE WITHSIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT ENTRANCE/EXIT LOCATIONS PER LOCALSTANDARDS.16. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS & STANDARD PRACTICES.17. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS OTHERWISE NOTED.
Maintenance
Seeding Mixture
Soil Amendments
Seeding Dates
Mulch
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Maintenance
Seeding dates
Soil amendments
Mulch
TEMPORARY SEEDING-LATE WINTER/EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SUMMER
FALL
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
SPECIES
CENTIPEDE GRASS
RATE (LB/ACRE)
10-20
MARCH - JUNE
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY
300 LB/ACRE 10-10-10 FERTILIZER.
DO NOT MULCH.
FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
SPECIES
RYE (GRAIN)
ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND
COASTAL PLAIN, KOREAN IN MOUNTAINS)
RATE (LB/ACRE)
120
50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
TO EXTEND BEYOND JUNE.
SPECIES
GERMAN MILLET
SPECIES
RYE (GRAIN)
RATE (LB/ACRE)
40
RATE (LB/ACRE)
120
DEMOLITION NOTES1.CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE CONSIDERED UNCLASSIFIED EXCAVATION.2.DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OFCONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND STRUCTURES; ABANDONEDUTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND STRIPPED TO THE EXTENTNECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTSAND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS.3.THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'SACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO OWNER.4.ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE OFF-SITEPROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE CONTRACTOR.5.THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT COMMENCINGWITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION HAS BEGUN. AFTERWARDS, APHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION AND ENDING WITH APHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER DEMOLITION. THIS RECORD SHALLBE DELIVERED TO THE OWNER.6.EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR DEMOLITION SHALL BEMAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION.7.ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVALFROM THE PROPERTY AND PROPER DISPOSAL.8.CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THESITE WITH THE RESPECTIVE COMPANIES.9.PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BEDEMOLISHED.10.ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERALREGULATIONS AS WELL AS OSHA REGULATIONS.11.EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE.12.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUTTHE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND.
ROOF DRAIN NOTE:
1.
PROPOSED BUILDING SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION
SYSTEM VIA ROOF GUTTERS AND LEADERS.
EXISTING UTILITY NOTES
1.
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.
2.
EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE
BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR
SHALL FIELD VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY
DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
GENERAL UTILITY NOTES
1.
ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NEW HANOVER
COUNTY REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT
SPECIFICATIONS.
2.
BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS.
3.
ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED
CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON
PLANS.
TRAFFIC NOTES:
1.
ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY & FOR DRIVEWAY(S) ARE TO BE THERMOPLASTIC &
MEET CITY AND/OR NCDOT STANDARDS.
2.
TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN TO
PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES)
STANDARDS.
3.
ALL TRAFFIC CONTROL SIGNS AND MARKINGS NOT WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO BE
MAINTAINED BY THE PROPERTY OWNER.
4.
ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE.
5.
ANY BROKEN OR MISSING SIDEWALK PANELS AND/OR CURBING SHALL BE REPLACED.
8.
TACTILE WARNING MATS TO BE INSTALLED AT ALL WHEELCHAIR RAMPS.
NC ACCESSIBILITY NOTES:
GENERAL NOTES:
1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT
(2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ANSI A117.1, AND APPLICABLE
LOCAL LAWS & REGULATIONS.
2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS.
PARAMOUNTE ENGINEERING, INC. (PEI) HAS DEVELOPED THESE NOTES AND DETAILS TO ASSURE
THAT CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN TIME WHEN THEY ARE
BIDDING THE PROJECT. IN ADDITION, PEI HAS MADE A POINT IN THESE NOTES AND DETAILS, AS
WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES / GRADES AND DIMENSIONS THAT COMPLY WITH
THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING
CODE/ANSI A117.1 AND APPLICABLE LOCAL LAWS & REGULATIONS. IF THESE SLOPES / GRADES AND
DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT THE OWNER
IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK.
3. THE CONTRACTOR SHALL NOTIFY PEI IMMEDIATELY OF ANY CONFLICT BETWEEN THESE NOTES
AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY PEI OR OTHERS. THE CONTRACTOR
SHALL NOT PROCEED WITH THE WORK FOR WHICH THE ALLEGED CONFLICT HAS BEEN DISCOVERED
UNTIL SUCH ALLEGED CONFLICT HAS BEEN RESOLVED. NO CLAIM SHALL BE MADE BY THE
CONTRACTOR FOR DELAY OR DAMAGES AS A RESULT OF RESOLUTION OF ANY SUCH CONFLICT(S).
4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND DIMENSIONAL
REQUIREMENTS ONLY. REFER TO SIDEWALK, CURBING, AND PAVEMENT DETAILS FOR ADDITIONAL
INFORMATION.
ACCESSIBLE ROUTE NOTES:
1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE
PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC STREETS OR SIDEWALKS;
AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY
SERVE.
2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE
FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.
3. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A MAXIMUM
RUNNING SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0%.
4. ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE
GREATER THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB
RAMPS.
5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE FLUSH AND
FREE OF ABRUPT VERTICAL CHANGES (1/4 INCH MAXIMUM VERTICAL CHANGE IN LEVEL PERMITTED).
6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.
7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE FOURTY-EIGHT (48)
INCHES MINIMUM MEASURED BETWEEN HANDRAILS WHERE HANDRAILS ARE PROVIDED (NC
BUILDING CODE 1104.1 & 1104.2).
8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS
THAN FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES
MINIMUM APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN, AND
FORTY-TWO (42) INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND
LEAVING THE TURN MAY BE THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN
IS SIXTY (60) INCHES MINIMUM. .* SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR
ACCESSIBLE ROUTES*
9. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES SHALL PROVIDE
PASSING SPACES AT INTERVALS OF TWO HUNDRED (200) FEET MAXIMUM. PASSING SPACES SHALL
BE EITHER A SIXTY (60) INCH MINIMUM BY SIXTY (60) INCH MINIMUM SPACE; OR AN INTERSECTION OF
TWO (2) WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED
THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM
BEYOND THE INTERSECTION.
10. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY
WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA
BUILDING CODE/ ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING
ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES.
12. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE. IN
THE EVENT THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE, THE GRATE
SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), A117.1, THE
NC BUILDING CODE, AND APPLICABLE LOCAL LAWS & REGULATIONS
RAMP NOTES:
1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5% SHALL BE
CONSIDERED A RAMP.
2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE
SHALL BE 2.0%.
3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES (NC BUILDING
CODE 1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH SHALL BE
MEASURED BETWEEN THE HANDRAILS.
4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM.
5. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A
SLOPE NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT
LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH
SHALL BE SIXTY (60) INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT
LANDINGS SHALL HAVE A CLEAR LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM.
6. RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES SHALL HAVE HANDRAILS ON BOTH SIDES
COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC
BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
7 .FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT.
8. EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS),
THE NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS SHALL BE
PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS.
9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES
REQUIRED BY THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING
CODE/ANSI A117.1 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE
DOORS THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE
SIZED TO PROVIDE A COMPLIANT TURNING SPACE.
CURB RAMP NOTES:
1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS
SLOPE SHALL BE 2.0%.
2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO
THE CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT SURFACES AT TRANSITIONS AT
CURB RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL.
3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES (36) MINIMUM, EXCLUSIVE OF FLARED
SIDES, IF PROVIDED. *NOTE NC BUILDING CODE REQUIRES EXTERIOR ACCESSIBLE ROUTES TO BE 48
INCHES MINIMUM WIDE (1104.1 & 1104.2).*
4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE
LANDING SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE
AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO THE LANDING.
LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2% IN ANY DIRECTION.
5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT
IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES.
6. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%.
7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO
NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES.
CURBS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING
ANY FLARED SIDES.
8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED
VEHICLES.
9. IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR (24) INCH DEEP
DETECTABLE WARNING COMPLYING WITH 406.12 A117.1, EXTENDING THE FULL WIDTH OF THE RAMP.
REFER TO DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT, ORIENTATION AND NOTES.
THE NC BUILDING CODE DOES NOT CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS,
NOR DO THE 2010 ADA STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE.
10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED, ½ INCH WIDE BY ¼ INCH DEEP,
ONE (1) INCH CENTERS TRANSVERSE TO THE RAMP.
11. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.
12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE
SIDEWALK AND NOT ON THE SIDEWALK.
13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT
IN THE RAMP AREA.
14. CURB RAMP TYPE AND LOCATION ARE PER PLAN.
NC ACCESSIBILITY NOTES (CONT.):
PARKING SPACE NOTES:
1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF
TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE.
2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX (96) INCHES WIDE. ACCESS
AISLES SHALL BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD PROVIDE A VAN
ACCESSIBLE AISLE. THE AISLE SHOULD BE 96 INCHES WIDE (OR ACCESSIBLE SPACE IS 11 FEET AND
ACCESS AISLE IS FIVE FEET). WHERE PARKING SPACES AND ACCESS AISLES ARE MARKED WITH
LINES, THE WIDTH MEASUREMENTS SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE
PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR
ACCESS AISLES, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE
DEFINING THE PARKING SPACE OR ACCESS AISLE.
3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR
FACILITY ENTRANCE AND SHALL COMPLY WITH PROVISIONS FOR ACCESSIBLE ROUTES. MARKED
CROSSINGS SHALL BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR
TRAFFIC LANES. WHERE POSSIBLE, IT IS PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS
BEHIND PARKED VEHICLES.
4. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE.
5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE.
6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.
7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE
PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR ANGLED VAN
PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE
PARKING SPACES.
8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE,
FIRM AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING
SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING
2.0% IN ALL DIRECTIONS.
10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN
ACCESSIBLE ROUTE.
11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM
SHALL PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT (98) INCHES MINIMUM. SIGNS SHALL BE
PROVIDED AT ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE
LOCATION OF VAN ACCESSIBLE PARKING SPACES.
12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A MINIMUM CLEAR
HEIGHT OF SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE
ROUTE FROM AN ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING
PARKED SHALL BE INSTALLED WITH BOLLARD PROTECTION.
13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE SECTION
1106.1SHALL COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA GENERAL STATUTE 20-37.6
AND 136-30 AND THE NCDOT UNIFORM MANUAL ON TRAFFIC CONTROL DEVICES. A SEPARATE SIGN
IS REQUIRED FOR EACH SPACE. SIGNS TO INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT
EACH ACCESSIBLE SPACE.
14. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL SYMBOL OF
ACCESSIBILITY SHALL BE PAINTED BLUE (OR ANOTHER COLOR THAT CAN BE DISTINGUISHED FROM
PAVEMENT).
PASSENGER LOADING ZONE NOTES:
1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE NINETY-SIX (96)
INCHES WIDE MINIMUM AND TWENTY (20) FEET LONG MINIMUM.
2. PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE THAT IS SIXTY
(60) INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE VEHICLE PULL-UP SPACE THEY
SERVE.
3. ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE VEHICULAR WAY.
4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL WITH SURFACE
SLOPES NOT EXCEEDING 2.0% IN ALL DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL
AS THE VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
5. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE
STABLE, FIRM AND SLIP RESISTANT.
6.VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE FROM AN
ENTRANCE TO THE PASSENGER LOADING ZONE, AND FROM THE PASSENGER LOADING ZONE TO A
VEHICULAR EXIT SERVING THEM, SHALL PROVIDE A VERTICAL CLEARANCE OF ONE HUNDRED
FOURTEEN (114) INCHES MINIMUM.
ACCESSIBLE ENTRANCE NOTES:
1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS WITH
DISABILITIES ACT (2010 ADA STANDARDS) AND THE NORTH CAROLINA BUILDING CODE, AND
APPLICABLE LOCAL LAWS & REGULATIONS.
2. ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS WITH
DISABILITIES ACT (2010 ADA STANDARDS) THE NC BUILDING CODE/ANSI A117.1 AND SHALL BE ON AN
ACCESSIBLE ROUTE.
NPDES WATER QUALITY STABILIZATION TIME FRAMES
SITE AREA DESCRIPTION
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
STABILIZATION
TIMEFRAME EXCEPTIONS
HIGH QUALITY WATER (HQW) ZONES
SLOPES STEEPER THAN 3:1
SLOPES 3:1 OR FLATTER
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
7 DAYS
7 DAYS
7 DAYS
14 DAYS
14 DAYS
NONE
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL
EXPOSED PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3:1 WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
GROUND COVER SHALL BE PROVIDED ON ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR
DAYS FROM THE LAST LAND DISTURBING ACTIVITY.2.UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK. (NO SEPARATE PAYMENT).3.THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE
PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
4.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING
AND/OR LAND DISTURBANCE. THE TEMPORARY CONSTRUCTION ENTRANCE SHOULD BE THE
FIRST MEASURE INSTALLED.5.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.6.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS,
STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO THE LOCAL
REVIEWING AGENCY FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND
SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL
PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE
PAYMENT).8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE
SODDED OR SEEDED AS INDICATED AND STABILIZED.10. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED
FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE
STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY
THE ENGINEER. (NO SEPARATE PAYMENT). LOCAL EROSION CONTROL PROGRAM'S FINAL
APPROVAL IS REQUIRED PRIOR TO ANY TEMPORARY EROSION CONTROL MEASURES REMOVAL.
13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION
STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED
AREA. (NO SEPARATE PAYMENT).14. WHEN CROSSING CREEK OR DRAINAGE-WAY, THE DIVISION OF WATER QUALITY SHALL BE
CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP-RAP WITH
FABRIC ALONG DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL
CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE
STABILIZED IMMEDIATELY.EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR
EACH "PHASE" OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH
PART OF THE PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION
CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO
HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN
ARE COMPLETE.PHASE I EROSION CONTROL PLAN:1.CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF
DISTURBANCE, AND TEMPORARY SILT FENCE.2.CLEAR AND GRUB THE AREAS REQUIRED TO CONSTRUCT THE SEDIMENT SKIMMER BASIN AND
TEMPORARY DIVERSION DITCH (TDD). ONCE COMPLETE, INSTALL SKIMMER AS SHOWN.
3.CLEAR AND REMOVE FROM SITE ALL TREES (ONLY ONES TO BE REMOVED), ROOTS, ROOT MAT,
ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS. INSTALL REMAINING EROSION
CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA DISTURBED. ALL EROSION
CONTROL MEASURES MUST BE INSTALLED BEFORE COMMENCING CONSTRUCTION.
4.PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 DAYS OF CEASE OF ANY GRADING ACTIVITY.
PHASE II EROSION CONTROL PLAN:5.IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET,
ETC., THE CONTRACTOR SHALL INSTALL INLET PROTECTION TO STOP ANY SEDIMENT FROM
ENTERING THE DRAINAGE SYSTEM.6.DURING ROUGH GRADING ACTIVITIES, THE CONTRACTOR SHALL GRADE THE SITE IN SUCH A
FASHION THAT THE RUNOFF FROM THE SITE IS DIRECTED TO THE TEMPORARY SILT FENCE AS
SHOWN ON THE PLANS.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO
PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
8.DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, THE CONTRACTOR SHALL
CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL
FINAL INSPECTION AND APPROVAL BY LOCAL EROSION CONTROL PROGRAM.
9.UPON RECEIVING FINAL INSPECTION AND APPROVAL BY LOCAL EROSION CONTROL PROGRAM,
THE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL MEASURES.
10.THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED,
SODDED, AND PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
MAINTENANCE PLAN1.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.2.ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2
INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE
STREET WILL BE IMMEDIATELY REMOVED.3.SEDIMENT FENCE - SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.5.INLET PROTECTION - INSPECT INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER EACH
SIGNIFICANT (12 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE
CONTAMINATED PART OF THE GRAVEL FACING.6.SEDIMENT BASIN/SEDIMENT TRAPS - REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS
ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. THE
ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR WHEN
THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED PROMPTLY IF THEY
COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. SEDIMENT WILL BE REMOVED FROM
BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS
WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN. PLACE SEDIMENT IN AN AREA WITH
SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DAMAGE, PIPING, AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL
TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
7.SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE
THAT THE INTAKE MECHANISM, ORIFICE, OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR
SEDIMENT. IF THE BASIN IS DRY, MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM
IS NOT HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE
SKIMMER FROM PLUGGING WITH ICE.8.OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT
(12 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP
HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.9.EMERGENCY SPILLWAY / FOREBAY PROTECTION - AFTER EVERY HIGH-WATER EVENT INSPECT
THE INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHENED BANKS. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP
LINED APRONS, RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENT VEGETATIVE
COVER.10.TEMPORARY SEDIMENT FENCE OUTLET - INSPECT SEDIMENT CONTROL FENCE ON A REGULAR
BASIS AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE AND
REPLACE CLOGGED SEDIMENT STONE. INSTALL ADDITIONAL POSTS OR WIRE IF FENCE IS
SAGGING.
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
PEI JOB#:
CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATION
SEAL
CLIENT INFORMATION:
TGC
JCM
JCM
N/A
2/8/2017
THE OAKS AT ANCHORS BEND
GENERAL NOTESC-1.0
15407.PE
FM
FMFMFMFMFMFMFM
26 5.94'S 3 3°34 '01" W166.07'N 46°47'04" W 481.29'166.05'149.18'165.3 6'S 33°30'3 4" WL-1
L-2
199.53'
S 46°26'06" E
L -3
354.27'
S 46°15'37" E 558.37'
204.10'
C-1
L -4
675.18'
N 46°49'13" W
L-5401.98'S 46°52'53" E
S 33°33'08" W
11.11'
S 46°53'48" E 229.34'
BOUNDARY/TITLE
OVERLAP
2,338 SQ. FT.
162.34'
S 46°52'53" E
S 3 3°33'08" W
2 72.18'
S 33°33'08" W
26 0.9 6'
S 46°48'22" E 197.77'
100.38'
S 46°59'06" E
117.3 4'
N 3 3°39'15" E
11 7.7 0'
N 3 3°24'56 " E
100.06'
N 3 3°4 1'47" E
13 8.6 6'
N 33°40'23 " E
65 .04 '
N 33°41 '4 7" E
R05200-001-009-000
STONE JOSEPH C JR KIMBERLY V
DB 5912 PG 2298
R05100-005-004-000
BLACK CHRIS B CANDICE M
DB 5919 PG 0304
R04400-004-014-000
CZESAK MARK D DANNA H
DB 3755 PG 0787
MB 21 PG 77
R04500-007-033-000
BRITT ANNIE
DB 9903 PG 2016
R04500-007-024-000HOLT PAUL R TERESA LDB 2573 PG 0385MB 4 PG 109R04500-007-026-000DB 9903 PG 2016
R05100-005-006-000
BLANTON DAVID E JANICE J
DB 0371 PG 0332
R05200-001-002-000
JENKINS ELDRIDGE JR
DB 9906 PG 2014
R05200-001-015-000
BRITTCO DEVELOPING COMPANY LLC
DB 5823 PG 0407
MB 45 PG 364
R05200-001-003-000
SHIVAR GLENN W JANET S
DB 4061 PG 0743
MB 2 PG 77
R05200-002-008-000
MYERS BRIANE ETAL
DB 5661 PG 0606
MB 2 PG 77
R05200-001-010-000
RICHARDSON SHARON ETAL
DB 5707 PG 1216
MB 2 PG 77
R05200-001-011-000
BACHMAN DAVID S AGNES J
DB 0576 PG 0347
MB 2 PG 77
R04500-008-007-000
CATALONE BRADLEY J TINA M
DB 5962 PG 0842
MB 52 PG 168-170
R04500-008-006-000
CONWAY BRENT K EVELYN S
DB 5295 PG 1683
MB 52 PG 168-171
R04500-008-005-000
NEVEU ALAN D
DB 5265 PG 2123
MB 52 PG 168-171
R05200-002-003-000
ELIZABETH B. CAMERON
DB 1614, PG 742
DB 5479, PG 343
MB 4, PG 109
R05200-002-003-000
ELIZABETH B. CAMERON
DB 1614, PG 742
DB 5479, PG 343
MB 4, PG 109
R05200-002-003-000
ELIZABETH B. CAMERON
DB 1614, PG 742
DB 5479, PG 343
MB 4, PG 109
R04500-008-062-000
COWEN KERRY M NANCY
DB 5785 PG 0600
MB 57 PG 378-379
R04500-008-063-000
JOHNSON JEROME K JR BLAKE N
DB 5784 PG 2881
MB 57 PG 378-379
R04500-008-064-000
HEWITT WAYNE MARGARET
DB 5787 PG 2241
MB 57 PG 378-379
R04500-008-064-000
PANCHAL NEELAM PARIMAL
DB 5846 PG 1642
MB 57 PG 378-379
R04500-008-078-000GRASTY MARCUS R ANNE MDB 5801 PG 1448MB 57 PG 378-379 R04500-008-078-000BEINEKE MATTHEW E ASHLEY DENTONDB 5796 PG 0999MB 57 PG 378-379
S 46°48'26" E
490.00'
S 2 8 °0 5 '2 6 " W 3 0 3 .1 2'
WET
WET
W
E
T
WET
W
E
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W
E
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WET
W
ET
WET
WET WET
WET
WET
WET
W
E
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WET
W
E
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WET
W
E
T
WET
W
E
T
WET
WET
WET
WET
WET
WET
WET
W E T
W E T WET WET
W
E
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WET
WET
WET
WET
W
E
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WET
WET
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E
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W
ET
WET
WET
WETWETWET
WET
WET
WET
WET
WET
WET
WET
WETWETWET
W
W
W
W
W
W
29
23
17
16
15
14
13
11
1
2
4
5
6
9
7
8
10
12
28
30
27
2621
25
24
22
18
19
20
W
W
W
W
W
W
W
W
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WWWWW
3
39
38
37
36
35
34
33
32
31
SS
SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W W W
W
W
FM
F M
F M
S S
SS SS
SS
SS
W
W
W
W
W
W
W
W
W
W
FMFMFM
FM
WET
WET
WET
W
E
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WET
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WET
W
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WET
WET
WET
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WETWETWET
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WET
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WET
WET
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WETWETWET
30' ACCESS EASEMENT TO REMAIN
20' PERIMETER SETBACK
20' PERIMETER SETBACK
20' PERIMETER SETBACK
20' PERIMETER SETBACK 20' PERIMETER SETBACK
20' PERIMETER SETBACK
24'
50'
24'
50'
5'
53'
27'
R25'
R25'
R
7
5
'
R75'
R
2
5
'
R25'
R
1
5
0'
R400'
R350'
R75'
R75'
53'
27'
30'
R04500-007-032-000POWELL WARREN JEANA SDB 4562 PG 0505MB 4 PG 109RO4500-007-023-000DONALD POWELL& JEANA WARRENDB 5393, PG 1349
R690'
ARBORETUM DR MASONSPOINTPLPINEHURST PL FALCON PTSTOSTONEHEAD CT SALT BRICK CT HERVEY LNHAYFIELD CT FIELD VIEW RDHESS STLANCASTER STBAILEY AVOCEAN LOOP RDMIDDLE SOUND LOOP RD MIDDLE SOUND LOOP RD MIDDLE SOUND LOOP RD SNEEDENDR BEDROCK CT SYLVAN LN B BROOK RDNEYINTRACOASTAL WATERWAY MIDDLE SOUND HARLENDALE DRVIEWOCEAN VIEWSTONEYBROOKS/D HAYDEN DR ALESTONE DRALDRICHLNMASONS BLUFF CT
LINE
BEARING
DISTANCE
L-1
S 46°52'53" E
30.43'
L-2
S 47°03'31" E
29.97'
L-3
S 32°54'54" W
9.59'
L-4
N 27°47'07" E
37.08'
L-5
S 33°44'06" W
30.41'
CURVE
ARC
RADIUS
CHORD BEARING
DELTA ANGLE
CHORD
C-1
138.35'
592.97'
N 33°08'02" E
13°22'06"
138.04'
0 30 60 120 240
SCALE: 1"=60'
GRAPHIC SCALE
DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
PEI JOB#:
CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATION
SEAL
CLIENT INFORMATION:
RPB
RPB
RPB
1" = 60'
2/8/17
THE OAKS AT ANCHORS BEND
GRADING & DRAINAGE PLANC-2.0
15407.PE
ROAD A
(PRIVATE 50' R/W)
ROAD B
(PRIVATE 50' R/W)
ROAD A
(PRIVATE 50' R/W)
MIDDLE SOUND LOOP ROAD
INFILTRATION BASIN #2
INFILTRATION BASIN #1
20' DRAINAGE
EASEMENT (TYP.)
STATE STORMWATER
TREATMENT FORCEMAIN TO
SECONDARY TREATMENT
INFILTRATION BASIN
20' DRAINAGE
EASEMENT (TYP.)
20' DRAINAGEEASEMENT (TYP.)
20' DRAINAGE
EASEMENT (TYP.)
RETAINING WALL [BY
OTHERS] (TYP.)
SITE INFORMATIONOWNER: RALEIGH-WILMINGTON INVESTORS, LLC6131 FALLS OF NEUSE ROADRALEIGH, NC 27609PROJECT ADDRESS: 2406 MIDDLE SOUND LOOP ROADWILMINGTON, NC 28411PARCEL ID:R05200-001-005-000, R5200-001-006-000,R05200-001-007-000, R05200-001-016-000CURRENT ZONING: (CZD) R-20, CONDITIONAL RESIDENTIAL DISTRICT(PERFORMANCE RESIDENTIAL)TOTAL SITE AREA:20.7 ACRECORDED DEED BOOK:DB 6000, PG 486 & PG1007CAMA LAND USE CLASSIFICATION:WATERSHED RESOURCE PROTECTION AREAEXISTING LAND USE:UNDEVELOPED/ SINGLE FAMILY RESIDENTIALPROPOSED LAND USE:SINGLE FAMILY RESIDENTIAL (3 BEDROOM)COMPREHENSIVE LAND USE: GENERAL RESIDENTIALSITE DATAAVERAGE SINGLE FAMILY LOT SIZE:60' X 130' (TYP.)MAX BUILDING HEIGHT:35'TOTAL UNITS:39 DWELLING UNITSDENSITY:1.88 DU/ ACDIMENSION STANDARDS PERFORMANCE RESIDENTIAL DISTRICT REQUIREMENTS59.1.1-2.1 BUILDINGS ON THE PERIPHERY OF A PERFORMANCE RESIDENTIAL DEVELOPMENT SHALL SETBACK NO LESS THAN TWENTY (20) FEET FROM THE ADJOINING PROPERTY LINE. (6/16/86)59.1.1-2.2 IN NO CASE SHALL ANY PART OF A DETACHED SINGLE-FAMILY DWELLING UNIT BELOCATED CLOSER THAN TEN (10) FEET TO ANY PART OF ANY OTHER DETACHED SINGLE-FAMILY DWELLING; AND IN NO CASE SHALL ANY PART OF A MULTIPLE DWELLING UNIT BE LOCATED CLOSER THAN TWENTY (20) FEET TO ANY PART OFANOTHER DWELLING UNIT. (6/1/92)IMPERVIOUS CALCULATIONSTOTAL SITE AREA:± 20.7 ACALLOWED IMPERVIOUS COVERAGE:30% (6.21 AC), PER CONDITIONAL APPROVALPROVIDED IMPERVIOUS COVERAGE:29% (± 6.02 AC)LOT DEED RESTRICTIONS:39 LOTS x 5,100 SF EACH = 198,900 SF (±4.57 AC)PRIMARY ROADWAY & SIDEWALK:±1.45 ACOPEN SPACE CALCULATIONSREQUIRED (0.03 X 39 LOTS):1.17 AC0.585 AC ACTIVE OPEN SPACE0.585 AC PASSIVE OPEN SPACEPROVIDED:+ 1.70 AC+ 0.77 AC ACTIVE OPEN SPACE+ 0.93 AC PASSIVE OPEN SPACEADDITIONAL COMMON AREA:WETLANDS:+2.34ACSTORMWATER MANAGEMENT/BMP AREA:+ 2.01 ACPLANTED BUFFER ZONE:+ 0.60 ACGENERALCOMMON OPEN AREA:+ 3.53 ACTOTAL PROVIDED OPEN SPACE/COMMON AREA:+ 10.18 ACASSOCIATION MAINTENANCEALL BUFFERS, DRAINAGE AREAS AND PASSIVE / ACTIVE OPEN SPACE SHALL BE MAINTAINEDBY THE HOMEOWNER'S ASSOCIATION PROPOSEDWALKING TRAIL, TYP.
WET DETENTION
BASIN #1
LAND DISTURBANCE NOTE:
SITE EXCEEDS ONE ACRE IN DISTURBANCE, ALL STATE
PERMITS WILL HAVE TO BE SECURED PRIOR TO ISSUANCE OF A
BUILDING PERMIT.
SURVEY NOTE:
TOPOGRAPHIC AND BOUNDARY SURVEY COMPLETED BY
PARAMOUNTE ENGINEERING, INC. AND SEALED BY
CHRISTOPHER J. GAGNE, PLS, ON OCTOBER 5, 2016.
FEMA NOTE:
ALL LOTS EXIST WITHIN FLOOD ZONE 'X', AS SHOWN BY FEMA
FLOOD PANEL 3720316800J WITH AN EFFECTIVE DATE OF
APRIL 3, 2006.
WET DETENTION
BASIN #2
WET DETENTION
BASIN #2
ROADS
1.
ALL STREETS SHALL BE PRIVATE AND CONSTRUCTED TO NCDOT STANDARDS AND INSPECTED
AND CERTIFIED BY ENGINEER TO VERIFY THEY WERE BUILT TO NCDOT STANDARDS.
2.
ALL SIDEWALKS WILL BE CONSTRUCTED IN COMPLIANCE WITH ADA REQUIREMENTS.
3.
STREET NAMES TO BE VERIFIED BY E-911 PRIOR TO RECORDATION OF SINGLE FAMILY LOTS.
CONNECTIVITY RATIO REQUIRED:
1.40
PROVIDED:
1.00
UTILITIES
1.
ALL WATER AND SEWER UTILITIES WILL BE COORDINATED WITH CFPUA.
2.
WATER PROVIDED BY CAPE FEAR PUBLIC UTILITY AUTHORITY. CFPUA VERIFIED CAPACITY IS
AVAILABLE TO SERVE THIS PROJECT.
3.
SANITARY SEWER PROVIDED BY CAPE FEAR PUBLIC UTILITY AUTHORITY.
CFPUA VERIFIED
CAPACITY IS AVAILABLE TO SERVE THIS PROJECT.
4.
STORMWATER WILL BE HANDLED ON SITE IN COMPLIANCE WITH ALL STATE AND LOCAL
STORMWATER STANDARDS.
5.
STREET LIGHTS WILL BE PROVIDED AS PER SECTION 52-9 OF THE NEW HANOVER COUNTY
SUBDIVISION ORDINANCE.
6.
VERTICAL OBSTRUCTIONS, FENCES, WALLS, ETC. ARE NOT ALLOWED
IN UTILITY/DRAINAGE EASEMENTS.
STREET LIGHTS
NEIGHBORHOOD STREET LIGHT MODELS AND LOCATIONS SHALL BE DESIGNED BY DUKE ENERGY. DUKE
ENERGY AND DEVELOPER TO COORDINATE WITH THE COUNTY AS NECESSARY.
LANDSCAPE
1.
ALL LANDSCAPE WILL COMPLY WITH NEW HANOVER COUNTY ORDINANCES AND A LANDSCAPE
PLAN WILL BE SUPPLIED AS PART OF THE PERMITTING DOCUMENTS.
2.
EXISTING VEGETATION SHALL BE PRESERVED TO THE MAXIMUM EXTENT POSSIBLE; REMOVAL OF
EXISTING VEGETATION WITHIN THESE DEFINED AREAS SHALL PERTAIN TO NECESSARY AND
ESSENTIAL SITE IMPROVEMENTS CONCERNING DEVELOPMENT.
= PROPERTY LINE= WETLANDS= ACTIVE OPEN SPACE= PASSIVE OPEN SPACE= PERIMETER SETBACK= PROPOSED UTILITY EASEMENT= OLD UTILITY EASEMENT= CURVE RADIUS= WATERLINE= SEWER LINE= SIDEWALK= FIRE HYDRANT LEGENDRWSS ACTIVE OPEN SPACE0.77 AC. STORMWATER PIPE(TYP.)
WETLANDS, TYP.
WETLANDS, TYP.
WETLANDS,
TYP.
PLANTED BUFFER
AREA, TYP.
PLANTED BUFFER
AREA, TYP.
PASSIVE OPEN SPACE
0.93 AC.
5' WIDE SIDEWALK, TYP.
WATER MAIN, TYP.
SEWER MAIN, TYP.
LANDSCAPE MEDIAN
FIRE HYDRANT, TYP.
PRIVATE ROADS CERTIFICATIONI (WE) THE DEVELOPERS OF CLEARWATER PRESERVESUBDIVISION LOCATED IN THE UNINCORPORATED AREAOF NEW HANOVER COUNTY UNDERSTAND THAT THEROADS IN SAID SUBDIVISION ARE DESIGNATEDPRIVATE. I UNDERSTAND THAT OWNERSHIP ANDMAINTENANCE OF THE ROADS WILL BE THERESPONSIBILITY OF THE DEVELOPER UNTIL SUCH TIMETHAT THE DEVELOPER DESIGNATES THERESPONSIBILITY TO THE PROPERTY OWNERS'ASSOCIATION. RESPONSIBILITIES MUST BE ACCEPTEDBY THE HOMEOWNERS ASSOCIATION AS SPECIFIED INTHE HOMEOWNER COVENANTS FOR SAID SUBDIVISION.THE PRIVATE ROADS IN SAID SUBDIVISION ARE TO BECONSTRUCTED IN ACCORDANCE WITH SECTION 52-4 OFTHE NEW HANOVER COUNTY SUBDIVISION ORDINANCEAND ALL APPLICABLE COUNTY CODES WHICH INCLUDESTHE DESIGN, INSTALLATION, INSPECTION, ANDAPPROVAL BY A LICENSED ENGINEER (PE) RECOGNIZEDIN THE STATE OF NORTH CAROLINA PRIOR TO FINALPLAT APPROVAL FOR ALL OR A PORTION OF THESUBDIVISION. IF ALL OR A PORTION OF THE ROADINFRASTRUCTURE SYSTEM WITHIN THE SUBDIVISION ISBONDED THROUGH A SURETY, PERFORMANCE BOND,OR CASH ESCROW, NO BOND SHALL BE RELEASEDUNTIL ALL ROAD CONSTRUCTION IMPROVEMENTS ARECOMPLETE AND CERTIFIED BY THE PROFESSIONALENGINEER.IT SHALL BE DISCLOSED TO THE PROSPECTIVE BUYEROF A LOT OR LOTS WITHIN A SUBDIVISION THAT ROADMAINTENANCE SHALL RUN THROUGH THE PROPERTYOWNERS ASSOCIATION IN PERPETUITY AFTERACCEPTANCE FROM THE DEVELOPER UNTIL SUCH TIMETHAT THE ROADS ARE RE-PLATTED AS PUBLICLYDESIGNATED ROADS AND TAKEN OVER FORMAINTENANCE THROUGH THE NORTH CAROLINADEPARTMENT OF TRANSPORTATION (NCDOT) ORAPPROPRIATE GOVERNING AUTHORITY.RALEIGH-WILMINGTONINVESTORS_______________________________________DATE __________________
ADDITIONAL REQUIREMENTS FOR APPROVED CONDITIONAL ZONING DISTRICT
1.
DUPLEX, MULTI-FAMILY, AND MOBILE HOME HOUSING SHALL BE PROHIBITED.
2.
IMPERVIOUS COVERAGE SHALL NOT EXCEED 30% OF THE SITE.
3.
IN ADDITION TO MEETING COUNTY AND STATE STORMWATER REQUIREMENTS, THE DEVELOPMENT
SHALL INCORPORATE LOW IMPACT DEVELOPMENT (LID) TECHNIQUES AS DESCRIBED IN THE CITY OF
WILMINGTON/NEW HANOVER COUNTY LID GUIDANCE MANUAL, AND QUALIFY AS A LID PROJECT AS
DETERMINED BY THE COUNTY'S TECHNICAL REVIEW COMMITTEE (TRC).
4.
EXISTING VEGETATION LOCATED WITHIN THE PROPOSED OPEN SPACE AREAS SHALL BE PRESERVED
TO THE MAXIMUM EXTENT PRACTICABLE, AND ONLY BE REMOVED IN ORDER TO INSTALL NECESSARY
INFRASTRUCTURE NEEDED TO COMPLY WITH APPLICABLE COUNTY AND STATE REGULATIONS.
5.
A 20 FOOT ACCESS EASEMENT SHALL BE DEDICATED TO THE COUNTY ALONG MIDDLE SOUND LOOP
ROAD FOR THE PURPOSE OF INSTALLING A FUTURE PEDESTRIAN FACILITY.
24'
1/2" PER FT
1/4" PER FT
SLOPES= 3:1
MODIFIED VALLEY CURB SLOPES= 3:1 1'50 FT R/W6"-B25.0B BASE 1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE 5'2'SIDEWALK
12'
5'
1'
1'
1'
70'
10'
NOT TO SCALE
10'X70' NCDOT SIGHT
TRIANGLE, TYP.
VICINITY MAP(NOT TO SCALE)SITE
MAIL KIOSK
30' ACCESS EASEMENT
TO BE PROVIDED
10' UTILITY EASEMENT (TYP.)WET WET
EXISTING WETLANDS TO
REMAIN UNDISTURBED, TYP.
EXISTING VEGETATION INSETBACK TO REMAIN (TYP.)
LANDSCAPE MEDIAN
EXISTING TREES TO
REMAIN, TYP.
MAIN ENTRANCE SIGN,
TYP.