HomeMy WebLinkAboutCoastal Millwork TRC Approval Package - 7-30-2024
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COMMERCIAL SITE PLAN APPROVAL
To: Jeremy Blair, Paramounte Engineering
From: Robert Farrell, Development Review Supervisor
Date: July 30, 2024
Subject: Commercial Site Plan Approval – Coastal Millwork – Blue Clay Business Park
The commercial site plan for the new uses of office and warehousing located at 4100 Logistics Road in the
Blue Clay Business Park has been approved. The approved commercial site plan consists of the
construction of a 32-foot tall, 62,437 square foot building.
In addition, the parking demand study is also approved reducing the total number of required parking
spaces from 94 off-street parking spaces to 89 spaces.
This approval is valid for two (2) years unless a building permit or zoning compliance approval authorizing
the approved development is obtained.
Please note the project may be subject to additional regulations of the County’s development ordinances,
including but not limited to, those referenced in the initial Technical Review Committee (TRC) dated May
1, 2024 and / or subsequent revised comments. In addition, this approval does not relieve the applicant
from any law, regulation, or requirement of any other government or regulatory agency.
If you have any questions, I may be reached at rfarrell@nhcgov.com or at (910) 798-7164.
Thank you,
Robert Farrell
Development Review Supervisor
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Coastal Millwork Supply Company – Parking Demand Study
BACKGROUND
• New Hanover County’s Unified Development Ordinance (UDO) allows applicants to
demonstrate that the minimum off-street parking requirement is different from the
standards listed in the UDO.
• The UDO requires that industrial, manufacturing, and warehousing uses provide a
minimum of 1.5 parking spaces per 1,000 square feet.
• The applicant is proposing to construct a warehousing/manufacturing use (Coastal
Millwork Supply Company) at 4100 Logistics Road consisting of a 62,437 square foot
building. The UDO would require a facility of this size to provide 94 off-street parking
spaces. 89 parking spaces are proposed.
PARKING DEMAND
• As an industrial/manufacturing use that has minimal customer traffic, the amount of
parking needed is typically based on the maximum number of employees expected to
be on the premises at any one time.
• On the largest shift, Coastal Millwork Supply Company is expected to have 32
employees, including 8 managers. Coastal Millwork Supply Company is also expected
to use 14 vehicles directly in the conduct of business.
• Prior to the adoption of the UDO, the County’s previous parking requirement for
industrial uses was based on the number of employees:
o 1.5 spaces for every 2 employees on shift of greatest employment, 1 space for
each managerial personnel, 1 visitor parking space for every 10 managerial
personnel, and 1 space for each vehicle used directly in the conduct of business.
• Utilizing this standard, 41 parking spaces would be required.
COMPARABLE DEVELOPMENTS
• Many existing industrial developments within the County have been built in accordance
with the County’s previous parking standard based on the number of employees.
• There are no known parking issues with the businesses that have been constructed
utilizing the previous parking standard.
• A Parking Demand Study conducted for a similar use (Colonial Materials) found a
parking standard of 1 space per 1,320 square feet was sufficient for that business.
Applying this ratio to Coastal Millwork Supply Company would equate to 47 required
parking spaces.
Page 2 of 2
1 2 2 C I N E M A D R I V E , W I L M I N G T O N , N C 2 8 4 0 3
P H : ( 9 1 0 ) 7 9 1 - 6 7 0 7 F A X : ( 9 1 0 ) 7 9 1 - 6 7 6 0
TRIP GENERATION
• Based on the ITE Trip Generation Manual, the proposed use is estimated to generate
the following number of trips (LUC 140 – Manufacturing):
o 72 trips in the AM peak; and
o 68 trips in the PM peak.
• Trip generation includes both vehicles entering and exiting the site.
• Due to the operational characteristics of the business, it is expected that a portion of
the trips will not utilize the designated parking spaces but will instead utilize the truck
loading area at the rear of the building.
CONCLUSION
• Based on the available data above and utilizing a parking standard based on the
number of employees, 89 parking spaces as shown on the proposed plan, will be
adequate to accommodate the parking demand for Coastal Millwork Supply
Company. In addition, the reduction in parking would result in a more efficient
development pattern that reduces impervious areas provided for unneeded parking.
Sincerely,
PARAMOUNTE ENGINEERING, INC.
Jeremy R. Blair, PE N O R T H C AROLIN
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WILMINGTON, NC 28401
COASTAL MILLWORK SUPPLY CO.
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM
APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
CONTACT THESE UTILITIES
NEW HANOVER COUNTY
PLANNING
PH: 910-798-7165
ENGINEERING
PH: 910-798-7139
PIEDMONT NATURAL GAS
ATTN: PAUL GONKA
PH: 910-251-2810
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER)
ENGINEERING/INSPECTIONS
PH: 910-332-6560
OPERATIONS/MAINTENANCE
PH: 910-322-6550
DUKE ENERGY PROGRESS
DISTRIBUTION CONSTRUCTION SERVICE
PH: 910-256-7258
DEP CSC PH: 1-800-452-2777
AT&T/BELL SOUTH
ATTN: CHRISSY COSTON
PH: 910-341-7664
TIME WARNER CABLE
PH: 910-763-4638
NEW HANOVER COUNTY
SHEET INDEX
JULY 2024
APPROVALS:CONSULTANTS:
LANDSCAPE ARCHITECT:
NEW HANOVER COUNTY, NORTH CAROLINA
SENTRY PROPERTIES, LLC
1301 S 13TH STREET
WILMINGTON, NC 28401
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
P: (910) 791-6707
ATTN: JEREMY BLAIR, PE (ENGINEERING)
ATTN: ALLISON ENGEBRETSON (LANDSCAPE)
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
P: (910) 791-6707
ATTN: JOSH TAYLOR, PLS
PROJECT # 23236.PE
APPLICANT/OWNER:
ENGINEER /
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122 Cinema Drive Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
COASTAL MILLWORK SUPPLY CO.
SHEET NUMBER SHEET TITLE
NPDES NOTESC-1.1
SITE
GENERAL NOTESC-1.0
JULY 2024
FOR
DESIGN DOCUMENTS
4100 LOGISTICS ROAD
SENTRY PROPERTIES, LLC
1301 S 13TH STREET
VICINITY MAP
SCALE: 1" = 1,000'
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COORDINATION 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, CFPUA, AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO
BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF
THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT
PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR
IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS 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. TOPOGRAPHIC SURVEY AND DESIGN BASE COMPLETED BY MCKIM & CREED FOR NEW HANOVER
COUNTY USED AS THE BASIS FOR INITIAL DESIGN BY PARAMOUNTE ENGINEERING FOR COASTAL
MILLWORKS SUPPLY. THE SURVEY AND AS-BUILT CONDITIONS SHALL BE FIELD VERIFIED BY
CONTRACTOR AND ANY DISCREPANCIES REPORTED TO THE OWNER AND ENGINEER.
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 SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS,
ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES.
IN ORDER TO LOCATE EXISTING UTILITIES IN 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 EXISTING UTILITY LINES
INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT 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 OF THE 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 USDOT.
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 WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7.CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 811 AN ALLOW THE CENTER
TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8.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.
9.CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE
PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
10.ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED,
UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
11.DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
12.THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF
THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
13.THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM
CLEAN AT ALL TIMES.
14.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.
15.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.
16.IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE
OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE
WITHOUT THE PERMISSION OF THE OWNER, NEW HANOVER COUNTY, OR CFPUA, RESPECTIVELY.
17.CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA
COST 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 DELAY DUE TO REMOVAL OR
REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949
AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR
CONTACTING ALL NONSUBSCRIBING UTILITIES.
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 AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
20.ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE REFLECTIVE MARKINGS AND SHALL CONFORM
TO MUTCD. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL
BE WHITE.
21.LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO
INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT
ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS.
22.ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS
OTHERWISE NOTED.
DEMOLITION NOTES:
1.CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING
SERVICE CONNECTIONS WHEN NECESSARY.
2.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.
3.DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE GEOTECHNICAL ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4.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'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5.ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6.THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION HAS BEGUN.
AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION
AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER
DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER.
7.EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION.
8.ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL
FROM THE PROPERTY AND PROPER DISPOSAL.
9.CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND
UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH
THE SITE WITH THE RESPECTIVE COMPANIES.
10.CONTRACTOR SHALL MAINTAIN REQUIRED DISTANCES FROM HIGH VOLTAGE OVERHEAD LINES AND
REMOVE TREES SO THEY DO NOT FALL TOWARDS OVERHEAD ELECTRICITY.
11.PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
12.ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
13.EXISTING FIRE HYDRANTS ON OR NEAR THE SITE ARE TO REMAIN IN SERVICE.
14.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS,
BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS.
ROOF DRAIN NOTE:
1) PROPOSED BUILDING SHALL DIVERT ROOF DRAINAGE TO
STORMWATER COLLECTION SYSTEM.
GENERAL STORM SEWER 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.
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 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, PARAMOUNTE ENGINEERING 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 PARAMOUNTE ENGINEERING IMMEDIATELY OF ANY CONFLICT
BETWEEN THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY PARAMOUNTE
ENGINEERING 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 FLUSHAND 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 FORTY-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 SHALLPROVIDE 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. REFERTO
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.
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.
3.THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE
PRE-CONSTRUCTION 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.
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 NEW HANOVER COUNTY 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..
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.
13.TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING
AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREA.
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 DISTURBANCE IS STABILIZED AND ALL
IMPROVEMENTS WITHIN THE DISTURBANCE LIMITS ARE COMPLETE.
1.CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF
DISTURBANCE, AND TEMPORARY SILT FENCE.
2.CLEAR AND REMOVE FROM SITE TREES AS DESIGNATED, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN THE DESIGNATED CLEARING LIMITS.
3.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 WORKING DAYS OF CEASE OF ANY GRADING
ACTIVITY.
5.IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET, ETC., THE
CONTRACTOR SHALL INSTALL INLET PROTECTION TO PREVENT SEDIMENT FROM ENTERING THE
DRAINAGE SYSTEM.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO
THE FAILURE OF THE EROSION CONTROL MEASURES.
7.DURING GRADING AND AFTER GRADING HAS BEEN COMPLETE, THE CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL APPROVAL BY
ENGINEER OR EROSION CONTROL INSPECTOR.
8.UPON RECEIVING FINAL APPROVAL, THE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL
MEASURES.
9.THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN GRASS & PLANTED
AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
EROSION CONTROL MAINTENANCE PLAN:
1.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY 1/2-INCH OR GREATER 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 FENCE OUTLETS - SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT
FENCE WHEN IT BECOMES HALF-FILLED. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. STAKES MUST BE STEEL, AND SPACED 6 FEET WITH EXTRA STRENGTH FABRIC
AND NO WIRE BACKING. STAKE SPACING CAN BE 8 FEET WHEN STANDARD STRENGTH FABRIC AND WIRE
BACKING ARE USED. IF ROCK FILTERS (OR EXCELSIOR WATTLES) ARE DESIGNED AT LOW POINTS IN THE
SEDIMENT FENCE THE ROCK OR WATTLE WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF
SEDIMENT, NO LONGER DRAINS, OR IS DAMAGED.
4.ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS ON THESE PLANS AND CONTRACT SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
5.INLET PROTECTION - SEDIMENT SHALL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL, BLOCK AND
GRAVEL, OR ROCK-PIPE INLETS, WHEN IT REACHES HALF-FILLED. ROCK WILL BE CLEANED OR REPLACED
WHEN NO LONGER DRAINS. SILT SACKS, BEAVER DAMS, SANDY SACKS, AND SOCKS NEED CHECKING
EVERY WEEK AND AFTER RAIN.
6.OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER 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 OFFSITE
SEDIMENTATION.
7.EMERGENCY SPILLWAY / FOREBAY PROTECTION - AFTER EVERY HIGH-WATER EVENT INSPECT THE
INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHEN 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.
8.CONCRETE WASHOUTS - CONCRETE WASHOUTS SHOULD BE INSPECTED DAILY AND AFTER HEAVY
RAINS. DAMAGES SHOULD BE REPAIRED PROMPTLY. IF FILLED TO OVER 75% CAPACITY WITH RAIN
WATER IT SHOULD BE VACUUMED OR ALLOWED TO EVAPORATE TO AVOID OVERFLOWS. BEFORE HEAVY
RAINS THE CONTAINERS LIQUID LEVEL SHOULD BE LOWERED OR THE CONTAINER COVERED TO AVOID
AN OVER FLOW DURING RAIN. WHEN SOLIDS HAVE HARDENED THEY SHOULD BE REMOVED AND
RECYCLED.
NC ACCESSIBILITY NOTES CONTD.
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 FORACCESSIBLE 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 EXCEPTFOR 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.
TEMPORARY SEEDING
GRASS TYPE LBS/ ACRE TIME OF
SEEDING
FERTILIZER
LIMESTONE
RYE GRAIN 50 OCT. - APR.400 LBS/AC. 10-20-20
SWEET SUDAN
GRASS 50 JUNE - AUGUST 400 LBS/AC. 10-20-20
GERMAN or
BROWNTOP MILLET 50 JUNE - AUGUST 400 LBS/AC. 10-20-20
STRAW MULCH
AS NEEDED 4,000
PERMANENT SEEDING
GRASS TYPE LBS/ ACRE TIME OF
SEEDING
FERTILIZER
LIMESTONE
BERMUDA, HULLED
BERMUDA, UNHULLED
10-20
35
MARCH - AUGUST
SEPT. - FEB.BY SOIL TEST
CENTIPEDE 10 MARCH - AUGUST BY SOIL TEST
(NO HIGH PH)
TALL FESCUE
(COASTAL CULTIVAR
RECOMMENDED)
50 MARCH - AUGUST 300 LB/AC 10-20-20
OR BY SOIL TEST
SLOPES >= 2:1
CENTIPEDE SERICEA
LESPEDEZA
5
20
JAN - DEC BY SOIL TEST
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. THE CONTRACTOR SHALL RAISE OR LOWER EXISTING
MANHOLES AND STRUCTURES TO MATCH FINAL GRADES.
01
/
0
1
/
2
4
WETLAND NOTES:
1. THERE ARE WETLANDS ON THE PROPERTY AS DESCRIBED BY
USACE DELINEATION SAW 2022-00617.
J
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C-1.1
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.
A
A
BELOW GRADE WASHOUT STRUCTURE
1:1
SIDE SLOPE
(TYP.)
10 MIL
PLASTIC
LINING
3'
-
0
"
MI
N
.
&
X
'
MA
X
.
SECTION A-A
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
PLAN
SECTION B-B
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
8"
6"
2'
HIGH
COHESIVE &
LOW FILTRATION
SOIL 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
'
MI
N
10'
MIN
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
01
/
0
1
/
2
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05/02/24
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.
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PROPOSED BUILDING
62,437 SF
32' MAX HEIGHT
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-020-000
ZONING: I-2
LAND USE: OPEN SPACE
DB 5274 PG 257
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-015-000
ZONING: I-2
LAND USE: UNDEVELOPED
DB 5274 PG 257
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-019-000
ZONING: I-2
LAND USE: UNDEVELOPED
DB 459 PG 599
LOGISTICS ROAD
60' PUBLIC RIGHT-OF-WAY
50' FRONT SETBACK
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SCALE: 1" = 1,000'
SITE DATA TABULATION
PROJECT ADDRESS:4100 LOGISTICS ROAD
CASTLE HAYNE, NC 28429
PROPERTY OWNER:SENTRY PROPERTIES, LLC
1301 S 13TH STREET
WILMINGTON, NC 28401
PARCEL ID: R02600-002-017-000
DEED BOOK / PAGE:6672 / 1571
6672 / 1561
CURRENT ZONING:I-2 (HEAVY INDUSTRIAL)
TOTAL SITE AREA:±5.49 ACRES OR 238,998 SF
PROPOSED USE:WAREHOUSING
FLOOD INFORMATION:THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY FEMA
FLOOD PANEL 3720323000K, DATED AUGUST
28, 2018
BUILDING DATA
NUMBER OF BUILDINGS:1
BUILDING GROSS FLOOR AREA:62,437 SF
PROPOSED BUILDING HEIGHT:32'
NUMBER OF STORIES:2
TOTAL BUILDING AREA (FOOTPRINT):64,394 SF
BUILDING LOT COVERAGE:26.9% (64,394 / 238,988)
DISTURBED AREA:5.3 AC
DIMENSIONAL REQUIREMENTS 1-2
FRONT SETBACK:50'
SIDE SETBACK, STREET:50'
SIDE SETBACK, INTERIOR:N/A (INDUSTRIAL ZONING)
REAR SETBACK:N/A (INDUSTRIAL ZONING)
MAX BUILDING HEIGHT:N/A
PARKING STANDARDS
STANDARD:1.5 SPACES PER 1,000 SF
REQUIRED:94 SPACES
PROVIDED:89 SPACES*
*PARKING REDUCED IN ACCORDANCE WITH
SECTION 5.1.3 OF THE UDO
IMPERVIOUS AREA
PROPOSED IMPERVIOUS AREA:
BUILDINGS:64,394 SF
PARKING / DRIVEWAYS:91,389 SF
SIDEWALKS:2,327 SF
FUTURE:21,890 SF
TOTAL:180,000 SF (75.3% OF THE SITE)
GENERAL NOTES
1.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH
SECTION 5.6 OF THE UDO.
2.NO CONSERVATION AREAS EXIST ON THE SITE.
3.NO WETLAND EXISTS ON THE SITE.
4.TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT
ANALYSIS IS NOT REQUIRED.
WASTE DISPOSAL
WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THIS
LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH AND RELATED EQUIPMENT SHALL
BE SCREENED FROM VIEW FROM THE PUBLIC RIGHT-OF-WAY.
UTILITY INFORMATION
CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES IN ACCORDANCE WITH
CFPUA STANDARD DETAILS AND SPECIFICATIONS.
EXTERIOR LIGHTING
EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO.
250' STOPPING DISTANCE (
A
S
S
U
M
E
S
3
5
M
P
H
)
7
6
'
24
'
18
'
9'8'9'
24
'
30'
30'
24'
13'
159'
LOADING
DOCK
LOADING AREA
EXISTING UTILITY
EASEMENT
CANOPY
RETAINING
WALL
EXISTING DRAINAGE EASEMENT
AND
STORMWATER FACILITY
EXISTING UTILITY EASEMENT
EXISTING DRAINAGE
EASEMENT
EXISTING UTILITY
EASEMENT
CANOPY
CANOPY
70
'
102'
RETAINING WALL
17
1917
16
10
6
4
18
'
5'
LANDSCAPE CALCULATIONS:
FOUNDATIONS PLANTINGS
1.FOUNDATION PLANTINGS ARE EXEMPT FROM PORTIONS OF THE BUILDING WITH
ACCESS DOORS AND FROM THE REAR OF THE BUILDING WHEN LESS THAN 10
PERCENT OF THE TOTAL REQUIRED PARKING IS LOCATED IN THE REAR.
REQUIRED: 1,875 SF = (625' X 25') = 15,625 X 12%
PROVIDED:2,723 SF
INTERIOR PARKING AREA
REQUIRED:2,502 SF = (31,271 SF X 8%) = 17 TREES (1 PER 11
144 SF)
PROVIDED:2,875 SF
STREET YARD
REQUIRED:806 LF - 84 LF DRIVEWAYS = 722 LF
= 18,050 SF (722' X 25)
= 30 TREES & 180 SHRUBS
PROVIDED:21,042 SF
0 20 40 80 160
SCALE: 1"=40'
GRAPHIC SCALEGRAPHIC SCALE
NA
D
8
3
(
2
0
1
1
)
R3', TYP.
R25'
R25'
R50'R50'
R25'R25'
EXISTING DRAINAGE
EASEMENT
R25'
R25'
R50'
R50'
R100'
R25'
R49'
PUBLIC UTILITY EASEMENT
PUBLIC DRAINAGE EASEMENT
RIGHT-OF-WAY BOUNDARY
SUBJECT SITE BOUNDARY
CONTOUR LINE
PROPOSED FIRE MAIN
PROPOSED WATER SERVICE
PROPOSED SEWER SERVICE
PROPOSED STORM DRAIN
LEGEND
31
DUMPSTER
AREA
PROPOSED GRAVITY SEWER
(DESIGN BY MCKIM & CREED,
INSTALLATION BY COUNTY)
PROPOSED 6" SCH. 40 PVC
SEWER SERVICE (BY COASTAL
MILLWORK SUPPLY CO.)
PROPOSED 6" SCH. 40 PVC
SEWER SERVICE
PROPOSED 12" WATER MAIN
(DESIGN BY MCKIM & CREED,
INSTALLATION BY COUNTY)
PROPOSED FIRE HYDRANT
(DESIGN BY MCKIM & CREED,
INSTALLATION BY COUNTY)
PROPOSED FIRE
DEPARTMENT
CONNECTION
PROPOSED 12" X 2" TAPPING SADDLE & 2" GATE VALVE
(BY COASTAL MILLWORK SUPPY CO.)
PROPOSED 1.5" DOMESTIC METER
PROPOSED 2" RPZ BACKFLOW
PREVENTOR IN FIBERGLASS ENCL.
PROPOSED 12" X 8" TAPPING SLEEVE & 8" GATE VALVE
(BY COASTAL MILLWORK SUPPY CO.)
PROPOSED 2" SDR-9 HDPE WATER SERVICE
PROPOSED 8" RPZ BACKFLOW
PREVENTOR IN FIBERGLASS ENCLOSURE
PROPOSED 8" C900
PVC FIRE MAIN
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PROPOSED 12" X 6" TAPPING
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PROPOSED (2) 8"
RJ 45° BENDS
PROPOSED 8" RJ TEE
PROPOSED 8" C900
PVC FIRE MAIN
PROPOSED 8" RJ TEE
PROPOSED 8" X 6" RJ
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PROPOSED 8" C900
PVC FIRE MAIN
PROPOSED (2) 8"
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PROPOSED
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SITE
VICINITY MAP
SCALE: 1" = 1,000'
0 20 40 80 160
SCALE: 1"=40'
GRAPHIC SCALEGRAPHIC SCALE
NA
D
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(
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ENGI N E E R
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LOGISTICS ROAD
(60' PUBLIC RIGHT OF WAY)
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(60' PUBLIC RIGHT OF WAY)
PARCEL "3"
PARCEL "4"
PARCEL "1"
PARCEL "5"
PARCEL "2"
COASTAL MILLWORK SUPPLY CO.
PARCEL "7"
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PROPOSED BUILDING
62,437 SF
32' MAX HEIGHT
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-020-000
ZONING: I-2
LAND USE: OPEN SPACE
DB 5274 PG 257
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-015-000
ZONING: I-2
LAND USE: UNDEVELOPED
DB 5274 PG 257
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-019-000
ZONING: I-2
LAND USE: UNDEVELOPED
DB 459 PG 599
LOGISTICS ROAD
60' PUBLIC RIGHT-OF-WAY
5%
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1%1%1%2%1%2.5%1%
FFE = 36.50
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TOP WALL 36.50
BOTTOM WALL 32.50
PG 32.38
END WALL 34.78
PG 36.50 PG 36.50
BC 35.21
TC 35.71
PG 36.50TSW 36.35
BSW 35.85
PG 31.50
TSW 36.44
BSW 35.94TSW 36.35
BSW 35.85
TSW 36.35
BSW 35.85
PG 34.64PG 34.35PG 34.05
BC 34.54
TC 35.04
BC 34.57
TC 35.07
BC 34.62
TC 35.12
BC 34.51
TC 35.01
BC 34.66
TC 35.16
BC 34.21
TC 34.71
BC 34.77
TC 35.27
PG 34.59
BC 33.01
TC 33.51
RIM 34.03 RIM 34.00
BC 33.23
TC 33.73
BC 32.99
TC 33.49
TSW 34.80
BSW 34.30
PG 36.08
PG 37.12
RIM 32.50
BC 33.73
TC 34.23 BC 34.42
TC 34.92
TSW 36.52
BSW 36.02
END WALL 34.36
TOP WALL 36.00
BOTTOM WALL 32.50
TOP WALL 36.40
BOTTOM WALL 32.50
PG 36.60
END WALL 34.36
PG 33.74
PG 36.84
BC 33.49
TC 33.99
PG 36.43
PG 37.30
PG 35.82
BOTTOM WALL 32.50
RIM 32.10BC 34.79
TC 35.29RIM 34.00BC 34.44
TC 34.94
BC 35.21
TC 35.71BC 35.40
TC 35.90
PG 31.24
BC 31.95
TC 32.45
RIM 32.16
PG 31.75
BC 33.38
TC 33.88
BC 33.39
TC 33.89
BC 33.84
TC 34.34
BC 36.00
TC 36.50
BC 33.29
TC 33.79
BC 33.33
TC 33.83
PG 32.16
BC 32.59
TC 33.09
BC 32.58
TC 33.08
BC 35.61
TC 36.11
BC 35.68
TC 36.18
BC 33.34
TC 33.84
BC 34.83
TC 35.33
BC 34.64
TC 35.14
BC 34.64
TC 35.14
BC 33.80
TC 34.30
BC 34.78
TC 35.28
BC 34.72
TC 35.22
BC 34.58
TC 35.08
BC 35.30
TC 35.80
BC 34.77
TC 35.27
TSW 35.79
BSW 35.29
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BC 33.48
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BC 32.86
TC 33.36
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910-FES 911-FES
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SITE
VICINITY MAP
SCALE: 1" = 1,000'
EXISTING UTILITY
EASEMENT
RETAINING WALL
(DESIGN BY OTHERS
EXISTING UTILITY EASEMENT
EXISTING DRAINAGE
EASEMENT
0 20 40 80 160
SCALE: 1"=40'
GRAPHIC SCALEGRAPHIC SCALE
NA
D
8
3
(
2
0
1
1
)
EXISTING DRAINAGE
EASEMENT
EXISTING CONTOUR
DESIGN CONTOUR (BY MCKIM & CREED - INSTALLATION BY COUNTY)
PROPOSED CONTOUR (BY PARAMOUNTE - INSTALLATION BY
CONTRACTOR FOR COASTAL MILLWORK SUPPLY)
LEGEND
31
EXISTING CONTOUR
(TYP.)
STORM DRAINS (DESIGN BY MCKIM &
CREED - INSTALLATION BY COUNTY)DESIGN CONTOURS - TYP. (DESIGN
BY McKIM & CREED - INSTALLATION
BY COUNTY)
PROPOSED RELOCATION OF
SWALE - TO BE COORDINATED
WITH NEW HANOVER COUNTY
& MCKIM & CREED
DESIGN CONTOURS - TYP. (DESIGN
BY McKIM & CREED - INSTALLATION
BY COUNTY)
PROPOSED CONTOURS - TYP. (BASIS OF
DESIGN BY PARAMOUNTE AND INSTALLATION
BY CONTRACTOR FOR COASTAL MILLWORKS)
RETAINING WALL
(DESIGN BY OTHERS
31
31
CB = CATCH BASIN [NCDOT STD. 840.02 | 840.03]
DCB =DOUBLE CATCH BASIN
DI =DROP INLET [NCDOT STD. 840.16 | 840.46]
DDI =DOUBLE DROP INLET [NCDOT STD. 840.35]
EW =ENDWALL [NCDOT STD. 838.80]
FES =FLARED END SECTION
HW =HEADWALL
IFS =INTERFERENCE STRUCTURE
MH =STORM MANHOLE
OS =OUTLET STRUCTURE [SEE DETAILS SHEET]
YD =YARD DRAIN [ADS NYLOPLAST]
YI =YARD INLET (2-SIDE OPEN THROAT)[NCDOT STD. 840.04]
BC =BOTTOM OF CURB (GUTTER/FLOWLINE) ELEVATION
BW =BOTTOM OF WALL (BOTTOM OF EXPOSED WALL FACE AT GRADE TIE-IN ELEVATION)
FFE =FINISHED FLOOR ELEVATION
FLUME =CONCRETE DRAINAGE FLUME FLOWLINE ELEVATION
FLUSH =FLUSH CURB ELEVATION
GFE =GARAGE FLOOR ELEVATION
HP =HIGH POINT ELEVATION
LP =LOW POINT ELEVATION
PAD =DUMPSTER PAD ELEVATION
PG =PROPOSED GRADE
RP =RAMP ELEVATION
SW =SIDEWALK ELEVATION
TC =TOP OF CURB ELEVATION
TW =TOP OF WALL
RCP III =CL. III RCP
RCP IV =CL. IV RCP
NOTATION:
1.)DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE DEVELOPER OR HOA,
INCLUDING PONDS, PIPES, AND INFILTRATION BASINS AND TRENCHES.
2.)NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES.
3.)STORM DRAIN PIPING TO BE HDPE (HP STORM BY ADS, OR EQUAL), UNLESS OTHERWISE NOTED.
3.)ALL STORM DRAINAGE STRUCTURES SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS AND SHALL BE TRAFFIC RATED
FOR H-20 LOADS AT A MINIMUM.
4.)ALL CATCH BASIN (CB) RIM ELEVATIONS AND YARD INLET (YI) THROAT ELEVATIONS ARE LISTED AS THE "GUTTER OF FLOWLINE
ELEVATION" WITHIN THE CURB SECTION. THE CONTRACTOR SHALL MAINTAIN A UNIFORM EDGE OF PAVEMENT (EOP) WHEN
PLACING THE STORM INLETS WITHIN THE CURB-LINE (SEE "CURB TRANSITION" DETAIL). FOR CATCH BASINS WITHIN A
TRANSITION FROM 24" STANDARD CURB & GUTTER, THE RIM ELEVATION GIVEN IS 1 INCH BELOW EOP. FOR MODIFIED VALLEY,
THE RIM ELEVATION GIVEN IS 1/2 INCH BELOW EOP.
5.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR SHALL PROVIDE 6" CLEARANCE
ABOVE PROPOSED GRADE WHEN PLACED IN A GRASS/PERVIOUS AREA; AND A FLUSH CONDITION WITH PROPOSED PAVEMENT
OR IMPERVIOUS COVER.
6.)PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM.
7.)CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO MATCH
PROPOSED GRADES.
8.)ALL EXISTING DITCHES AND OUTFALLS SHALL BE PROPERLY MAINTAINED AND FREE OF ALL VEGETATIVE DEBRIS OR
ENCUMBRANCES.
DRAINAGE NOTES:
N O R T H CAROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
A
L
J
E
R
EMY R . B L A IR
0 2 8 8 5 2
07/10/24
STORM SCHEDULE:
BLUE
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OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-020-000
ZONING: I-2
LAND USE: OPEN SPACE
DB 5274 PG 257
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-015-000
ZONING: I-2
LAND USE: UNDEVELOPED
DB 5274 PG 257
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-019-000
ZONING: I-2
LAND USE: UNDEVELOPED
DB 459 PG 599
LOGISTICS ROAD
60' PUBLIC RIGHT-OF-WAY
LOD LOD LOD LOD LOD
31 38
2:1
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=
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'
JR
B
BW
S
JR
B
SITE
VICINITY MAP
SCALE: 1" = 1,000'
EXISTING UTILITY
EASEMENT
EXISTING UTILITY EASEMENT
EXISTING DRAINAGE
EASEMENT
0 20 40 80 160
SCALE: 1"=40'
GRAPHIC SCALEGRAPHIC SCALE
NA
D
8
3
(
2
0
1
1
)
EXISTING DRAINAGE
EASEMENT
EXISTING CONTOUR
DESIGN CONTOUR (BY MCKIM & CREED - INSTALLATION BY COUNTY)
PROPOSED CONTOUR FOR STOCKPILE
LIMITS OF DISTURBANCE
SILT FENCE
PROPERTY BOUNDARY
CONSTRUCTION ENTRANCE
DITCH PLUG
DITCH FILL
STOCKPILE AREA
31
EXISTING CONTOUR
(TYP.)
EXISTING STORM DRAINS (DESIGN BY McKIM &
CREED - INSTALLATION BY NEW HANOVER COUNTY)
DESIGN CONTOURS - TYP. (DESIGN
BY McKIM & CREED - INSTALLATION
BY NEW HANOVER COUNTY)
DESIGN CONTOURS - TYP. (DESIGN
BY McKIM & CREED - INSTALLATION
BY COUNTY)
31
N O R T H CAROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
A
L
J
E
R
EMY R . B L A IR
0 2 8 8 5 2
05/15/24
PROPOSED
STOCKPILE AREA
PROPOSED SILT FENCE
(TYP. - SEE DETAIL)
PROPOSED CONSTRUCTION
ENTRANCE (TYP. - SEE DETAIL)
1.)SEE GENERAL NOTES SHEET (C-1.0) FOR GRADING, DRAINAGE AND EROSION CONTROL NOTES AND DETAILS FOR MORE
INFORMATION.
2.)ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY STANDARDS AND SPECIFICATIONS.
3.)GEOTECHNICAL TESTING HAS BEEN PERFORMED ON-SITE BY ECS CAROLINAS, LLP (REFER TO REPORT). A GEOTECHNICAL
ENGINEER SHALL BE CONSULTED TO CONFIRM SUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION IN FILL AREAS.
NOTES:
LIMITS OF DISTURBANCE = 4.82 ACRES (PHASE 1)
EROSION CONTROL NOTES:
LOD
LEGEND:
PROPOSED LIMITS OF
DISTURBANCE (PHASE 1)
SECTION VIEW
6" DIVERSION TO DIRECT RUNOFF FROM R/W
COARSE AGGREGATE
PUB
L
I
C
R
O
A
D
PLAN VIEW
6" MIN.
2" - 3"
50'
M
I
N
.
15'
M
I
N
.
REQ
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D
AS
NOT TO SCALE
50' MIN.
TEMPORARY CONSTRUCTION ENTRANCE
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
#1
1
2
-
1
/
2
G
U
A
G
E
ANGLE STEEL TYPE
3. STEEL POST SHALL BE 5' 0" IN HEIGHT AND BE OF SELF FASTENER
BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL
MINIMUM OF 6 LINE WIRES W/12" STAY SPACING
1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
NOTES:
BOTTOM STRAND MIN. #10 GUAGE
LI
N
E
W
I
R
E
S
M
I
N
.
TOP STRAND MIN. #10 GUAGE
STAY WIRES MIN. #12-1/2 GUAGE
6' SPACING - EXTRA STRENGTH FABRIC WITHOUT WIRE MASH
MIN.
ST
E
E
L
P
O
S
T
GROUND LINE
STEEL POST
FILTER FABRIC
FILL SLOPE
6"2'
-
2
"
3'
-
0
"
2'
-
0
"
NOT TO SCALE
ANCHOR FILTER
FABRIC SKIRT
DITCH PLUG
NOT TO SCALE
TOP OF BANKTOP OF BANK
NOTES:
5' (MIN)
3
1
SILT FENCE
1. CONTRACTOR TO INSTALL DITCH PLUGS AS SHOWN ON PLANS IN ALL DITCHES TO BE FILLED.
2.DITCH PLUGS ARE TO BE INSTALLED AND DITCHES TO BE FILLED PRIOR TO ANY RAIN EVENT
FLOW
3
1
CULVERT #3 - 40LF OF 18" RCP OR HDPE @ 0.7%
CULVERT #2 - 60LF OF 15" RCP OR HDPE @ 0.4%
CULVERT #1 - 40LF OF 15" RCP OR HDPE @ 0.4%
RIP RAP APRON #2 (SEE DETAIL)
INV. 31.06
INV. 31.30
RIP RAP APRON #3 (SEE DETAIL)
RIP RAP APRON #1 (SEE DETAIL)
INV. 28.27
INV. 28.55
INV. 32.15
INV. 31.31
1.
R
E
V
I
S
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D
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N
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G
I
N
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E
R
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G
C
O
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E
N
T
S
5/
2
/
2
4
RIP-RAP APRON
LENGTH
WI
D
T
H
STORM DRAIN PIPE
PLAN
FLOW
X
X
X
X X X X X X X X X X X X
X
X
X X
X
X X X X X X
RIPRAP
N.C.D.O.T. CLASS BFILTER FABRIC
SECTION
STORM DRAIN PIPE
TAILWATER
SLOPE = 0%
ALL OUTLET
PIPES SHALL HAVE
FLARED END SECTIONS
RIP-RAP
APRON
44
UP.WIDTH (FT.)DWN.WIDTH (FT.)
6
LENGTH (FT.)
RIP-RAP SCHEDULE
1 15
APRON #PIPE DIA. (IN.)
18
THICKNESS (IN.)
446215 18
3 184.54.5718
PROPOSED
CONTOUR FOR
STOCKPILE (TYP.)
32
NOT TO SCALE
8' SPACING - STANDARD STRENGTH FABRIC SUPPORTED WITH WIRE MESH
MACHINE DIRECTION 400 N (STANDARD) 550 N (EXTRA)
4. FILTER FABRIC GRAB STRENGTH
X-MACHINE DIRECTION 400 N (STANDARD) 450 N (EXTRA)
PROPOSED LIMITS OF
DISTURBANCE (PHASE 1)
2.
R
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P
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C
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M
M
E
N
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S
5/
1
5
/
2
4
DITCH PLUG (SEE DETAIL)DITCH PLUG (SEE DETAIL)
PROPOSED LIMITS OF
DISTURBANCE (PHASE 1)
DITCH TO BE FILLED
DITCH TO BE FILLED
EXISTING TREES TO
BE CLEARED
EXISTING TREES TO
BE CLEARED (TYP.)
EXISTING TREES
OUTSIDE OF LIMITS
OF DISTURBANCE
TO REMAIN (TYP.)
BLUE
C
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K-3422WELLWORTHTOILETSVITREOUS CHINA
K-3422WELLWORTHTOILETSVITREOUS CHINA
K-3422WELLWORTHTOILETSVITREOUS CHINAK-3422WELLWORTHTOILETSVITREOUS CHINAK-3422WELLWORTHTOILETSVITREOUS CHINA
K-3422WELLWORTHTOILETSVITREOUS CHINA
8F8F8F8F8F8F8F8F8F8F8F8F8F
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36
34
34
33
33
35
37
36
34
33
33
32
35
32
34
33
33
32
35
32
34
33
33
32
35
32
34
33
32
31
31
33
32
313030
32
31
3030
31
29
3029
30
2
9
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2
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2
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2
8
3
0
2
9
2
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29
28
30
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32
31
31
29
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30
25
32
27
27
26
26
24
24
2325
25
32
31
29
28
27
26
24
30
25
32
31
30
32
31
29
28
27
26
24
23
30
25
32
31
29
28
27
26
24
23
30
25
27
27
26
26
24
2423
25
25
3231
29
28
27 26
24
30
25
32
31
2
9
2
9
2
8
2
8
2
7
3
0
3
0
2
7
32
31
31
29
28
27
26
24
30
25
32
32 31
34
3
5
3
4
34
35
34
34
34
34
34
3
5
34
33
34
34
33
3332
33
32
3
3
33
3
2
3
2
32
3
2
3
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31
3
1
31 3
1
3
1
31 31
3
1
31
3130
31
32
31
30
31
30
31
30
30
30
30
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30
30
30
29282730
29
28
2730
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30
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0
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0
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0
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29
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27
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29
29
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29
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30
30
28
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31
29
29
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31
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30
30
32
32
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3
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31
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1
31
31
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30
30
29
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32
32
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30
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333231
30
33
32
31
30
33
3
3
33
33
33
34
3
4
3
4
3
4
34
3
4
34
33
34
34
35
33
33
33
3
3
3
3
33
3
2
3
2
32
3
1
31
31
31
3
0
30
30
30
3
0
3
0
2
9
2
9
32
31
32
32
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-020-000
ZONING: I-2
LAND USE: OPEN SPACE
DB 5274 PG 257
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-015-000
ZONING: I-2
LAND USE: UNDEVELOPED
DB 5274 PG 257
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-019-000
ZONING: I-2
LAND USE: UNDEVELOPED
DB 459 PG 599
LOGISTICS ROAD
60' PUBLIC RIGHT-OF-WAY
35
34
35
34
34
35
3
3
3
4
3
5
36
35
34
34
35
36
34
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36
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36
35
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/
1
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4
1"
=
4
0
'
JR
B
DJ
F
JR
B
SITE
VICINITY MAP
SCALE: 1" = 1,000'
31
RIP-RAP APRON
LENGTH
WI
D
T
H
STORM DRAIN PIPE
PLAN
FLOW
X
X
X
X X X X X X X X X X X X
X
X
X X
X
X X X X X X
RIPRAP
N.C.D.O.T. CLASS BFILTER FABRIC
SECTION
STORM DRAIN PIPE
TAILWATER
SLOPE = 0%
ALL OUTLET
PIPES SHALL HAVE
FLARED END SECTIONS
RIP-RAP
APRON
99
UP.WIDTH (FT.)DWN.WIDTH (FT.)
13
LENGTH (FT.)
RIP-RAP SCHEDULE
100-FES 36
APRON #PIPE DIA. (IN.)
18
THICKNESS (IN.)
4.54.57150-FES 18 18
900-FES 1866924
PROPOSED
CONTOUR (TYP.)
32
EXISTING UTILITY
EASEMENT
EXISTING UTILITY EASEMENT
EXISTING DRAINAGE
EASEMENT
0 20 40 80 160
SCALE: 1"=40'
GRAPHIC SCALEGRAPHIC SCALE
NA
D
8
3
(
2
0
1
1
)
EXISTING DRAINAGE
EASEMENT
EXISTING CONTOUR
DESIGN CONTOUR (BY MCKIM & CREED - INSTALLATION BY COUNTY)
PROPOSED CONTOUR FOR STOCKPILE
LIMITS OF DISTURBANCE
SILT FENCE
PROPERTY BOUNDARY
CONSTRUCTION ENTRANCE
DITCH PLUG
DITCH FILL
STOCKPILE AREA
31
EXISTING CONTOUR
(TYP.)EXISTING STORM DRAINS (DESIGN BY McKIM &
CREED - INSTALLATION BY NEW HANOVER COUNTY)
DESIGN CONTOURS - TYP. (DESIGN
BY McKIM & CREED - INSTALLATION
BY NEW HANOVER COUNTY)
DESIGN CONTOURS - TYP. (DESIGN
BY McKIM & CREED - INSTALLATION
BY COUNTY)
N O R T H CAROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
A
L
J
E
R
EMY R . B L A IR
0 2 8 8 5 2
07/10/24
PROPOSED SILT FENCE
(TYP. - SEE DETAIL)
PROPOSED CONSTRUCTION
ENTRANCE (TYP. - SEE DETAIL)
1.)SEE GENERAL NOTES SHEET (C-1.0) FOR GRADING, DRAINAGE AND EROSION CONTROL NOTES AND DETAILS FOR MORE
INFORMATION.
2.)ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY STANDARDS AND SPECIFICATIONS.
3.)GEOTECHNICAL TESTING HAS BEEN PERFORMED ON-SITE BY ECS CAROLINAS, LLP (REFER TO REPORT). A GEOTECHNICAL
ENGINEER SHALL BE CONSULTED TO CONFIRM SUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION IN FILL AREAS.
NOTES:
LIMITS OF DISTURBANCE = 5.15 ACRES (PHASE 2)
EROSION CONTROL NOTES:
LOD
LEGEND:
PROPOSED LIMITS OF
DISTURBANCE (PHASE 2)
NOT TO SCALE
PROPOSED LIMITS OF
DISTURBANCE (PHASE 2)
EXISTING TREES
OUTSIDE OF LIMITS
OF DISTURBANCE
TO REMAIN (TYP.)
RIP RAP APRON 150-FES
(SEE DETAIL)
RIP RAP APRON 100-FES
(SEE DETAIL)
RIP RAP APRON 900-FES
(SEE DETAIL)
RIP RAP APRON 910-FES
(SEE DETAIL)RIP RAP APRON 920-FES
(SEE DETAIL)
INLET PROTECTION
(TYP. - SEE DETAIL)
910-FES 184.54.5718
920-FES 183.753.75615
OPENING
BOX
INLET PROTECTION
A
FOR CURB INLETS AND DROP INLETS
SECTION A - A
A
NOTE:
4' MAX
NCDOT #5 OR #57
WASHED STONE
16-18"2:1
5' STELL POST
(SELF-FASTENER
STEEL ANGLE TYPE)
19-GUAGE HARDWARE CLOTH
(1
4" MESH OPENINGS)
2'
NCDOT #5 OR #57
WASHED STONE
3'
2'
1
4" WIRE MESH
TEMPORARY WATTLE DETAIL
NOT TO SCALE
TEMPORARY WATTLE
(TYP. - SEE DETAIL)
11
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ASPHALT TO CONCRETE PAVEMENT TRANSITION
NOT TO SCALE
6"12"
X
12
"
X
6" THK. MIN. CRUSHED STONE BASE OR
AS SPECIFIED IN THE GEOTECH REPORT
COMPACTED SUBGRADE
6" THK. PORTLAND CEMENT CONCRETE 4000 PSI
MIN. OR AS SPECIFIED IN THE GEOTECH REPORT
6X6 - 2.9X2.9 WWM AT MIDSLAB
#5 BAR CONTINUOUS (TYP)
COMPACTED SUBGRADE
IN ACCORDANCE WITH GEOTECHNICAL
REPORT
NOTES:
1.CONCRETE AREAS SHALL HAVE TOOLED JOINTS.
DUMPSTER PAD - CONCRETE PAVEMENT SECTION
NOT TO SCALE6" - AGGREGATE BASE COURSE
COMPACTED IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT
COMPACTED SUBGRADE IN
ACCORDANCE WITH THE
GEOTECHNICAL REPORT
2" - SF9.5B SURFACE IN ACCORDANCE WITH
NCDOT SPECIFICATIONS
LIGHT DUTY ASPHALT PAVEMENT SECTION
NOT TO SCALE
1'
-
0
"
2'-0"
0'-5"1"1'-6"
1"R
1
2"R
11
4"R
0'
-
6
"
0.5"
0'
-
6
"
0'
-
6
.
5
"
6" CABC
(MIN. 12"
BEYOND BOC)
STANDARD 24" CURB SECTION
NOT TO SCALE
USE SPILL OR STD SLOPE PER GRADES
SECURELY ATTACH WHEEL STOPS INTO
PAVEMENT WITH NOT LESS THAN TWO
GALVANIZED STEEL DOWELS EMBEDDED IN
HOLES CAST INTO WHEEL STOPS. FIRMLY
BOND EACH DOWEL TO WHEEL STOP AND
TO PAVEMENT. EXTEND UPPER PORTION OF
DOWEL 5 INCHES INTO WHEEL STOP AND
LOWER PORTION AS NOTED ON THE
DRAWINGS INTO PAVEMENT
*NOTE: WHEEL STOPS SHALL BE PLACED
2.5' FROM THE END OF THE PARKING STALL
STANDARD PRECAST CONCRETE
PARKING CHOCK
1'-0''
6'-0''
1'-0''
4"
6"
WHEEL STOP
NOT TO SCALE
6" CABC
X X X X X X
COMPACTED SUBGRADE
PER GEOTECH REPORT
NOTE: MAX. 15FT CONTROL JOINT
SPACING AND MAX. 50FT EXPANSION
JOINT SPACING
HEAVY DUTY CONCRETE PAVEMENT SECTION
NOT TO SCALE
6X6-2.9X2.9 WWM 2" FROM
THE TOP
4" PAINTED LINE (TYP.)
8" DIAM.
1'
-
4
"
10
"
1'
-
1
0
"
8"
1'-2"
14"R
3
'
R
PAINT SOLID
PAINT SOLID
1'
-
2
"
1'
-
8
"
1'
-
8
"
1'
-
2
"
3'-0"
1'-0"1'-2"1'-0"1'-2"
3'
-
0
"
3'
-
0
"
STOP
BAR
2'
-
0
"
LENGTH VARIES
PAINT FULL LANE
WIDTH
CENTER "STOP" IN
DRIVE LANE
4" TYP.
3'
-
0
"
2'
-
0
"
DIRECTIONAL ARROW
NOT TO SCALE
6'-0"
6'
-
0
"
NOTES
1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT
EXCEED 2.0% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS
AISLE IS INSTALLED, IT IS TO BE A VAN SIZE.
2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH
APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS AND
IF DIFFERENT THAN THIS DETAIL SHALL BE THE DIMENSIONING
SHOWN ON THE SITE LAYOUT PLAN.
3. GENERAL CONTRACTOR SHALL REFER TO STARBUCKS STANDARD
PARKING LOT STRIPING SPECIFICATIONS AND COLORS.
4. CONTRACTOR SHALL USE 4" WIDE WHITE PAINT FOR
STRIPING ON ASPHALT PARKING LOTS.
5. CONTRACTOR SHALL USE 4" WIDE YELLOW PAINT FOR
STRIPING ON CONCRETE PARKING LOTS.
6. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED
PER STARBUCKS BOLLARD AND SIGN STANDARDS.
90° PARKING
10' TYP.8'5'8'5'8'
18
'
TY
P
I
C
A
L
TURN DOWN SIDEWALK (SEE GRADES)
6'
M
I
N
.
5'
8" WHITE
NOTES:
1. CROSSWALK ALONG AN ACCESSIBLE ROUTE SHALL
MAINTAIN A CROSS SLOPE OF 2.0% MAX AND A
RUNNING SLOPE OF 5% MAX.
4'
8'
4'
2.5'2.5'
10' TYP.
WHEEL STOP
SIGNSIGN SIGN
PARKING SPACES
NOT TO SCALE
STOP LINE GRAPHIC
NOT TO SCALE
ACCESSIBILITY GRAPHIC
NOT TO SCALE
CROSSWALK DETAIL
NOT TO SCALE
PARKING ACCESSIBLE ENTRY AND STRIPING DETAILS
NOT TO SCALE
WHEEL STOP
6" 4000 PSI COMPRESSIVE STRENGTH
CONCRETE MIX PER SPECIFICATION.
NOTES:
2.
1.
POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS.
METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90.
5.TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A
8.
7.
6.
SPACING BETWEEN LINES.
ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH.
CORNER RADIUS OF SIGNS SHALL BE 2.5"
SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"
SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS
BY 3M COMPANY.
REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
TRANSPARENT FILE #639.
SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE, "SKOTCHCAL"
4.
3.
WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES.
SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE
COMPRESSIVE STRENGTH OF 3000 PSI.
CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
9.MOUNT ON BUILDING OR METAL POST AS DIRECTED.
12"
7'
PAVEMENT/GRASS
9"
9"
2"
R7-8D
12"x9"
6"
18"
MUTCD
12"x18"
R7-8
R7-8a9"VAN
ACCESSIBLE
18"
2"
12"x6"
12"
HANDICAP SIGN DETAIL
NOT TO SCALE
NOTE: CONTRACTOR-OWNER SHALL BE RESPONSIBLE FOR GEOTECHNICAL SERVICES ON
SITE AND OWNER SHALL BE RESPONSIBLE FOR PAVEMENT DESIGN SECTIONS BY
GEOTECHNICAL ENGINEER. SECTION PROVIDED HEREIN IS TYPICAL FOR AREA CONDITIONS.
NOTE: CONTRACTOR-OWNER SHALL BE RESPONSIBLE FOR GEOTECHNICAL SERVICES ON
SITE AND OWNER SHALL BE RESPONSIBLE FOR PAVEMENT DESIGN SECTIONS BY
GEOTECHNICAL ENGINEER. SECTION PROVIDED HEREIN IS TYPICAL FOR AREA CONDITIONS.
NOTE: CONTRACTOR-OWNER SHALL BE RESPONSIBLE FOR GEOTECHNICAL SERVICES ON
SITE AND OWNER SHALL BE RESPONSIBLE FOR PAVEMENT DESIGN SECTIONS BY
GEOTECHNICAL ENGINEER. SECTION PROVIDED HEREIN IS TYPICAL FOR AREA CONDITIONS.
8" - AGGREGATE BASE COURSE
COMPACTED IN ACCORDANCE WITH THE
GEOTECHNICAL REPORT
COMPACTED SUBGRADE IN
ACCORDANCE WITH THE
GEOTECHNICAL REPORT
3.0" (2 LIFTS OF 1.5") - SF9.5C SURFACE IN
ACCORDANCE WITH NCDOT SPECIFICATIONS
HEAVY DUTY ASPHALT PAVEMENT SECTION
NOT TO SCALE
N O R T H C AROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
A
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0 2 8 8 5 2
07/09/24
WHEELCHAIR RAMP - TYPE 1
TAPER DOWN SIDEWALK
1:12 MAX SLOPE (TYP)
WALK WALK
ISOMETRIC
FLUSH WITH PARKING LOT SURFACE
2%
M
A
X
.
SL
O
P
E
DETECTABLE WARNING PADS
PER ADA GUIDELINES.
1:12 MAX SLOPE (TYP)
RAISED SIDEWALK OR TAPERED UP TO
EXISTING HARDSCAPE/SIDEWALK
PAINT MARKINGS
PER ADA GUIDELINES.
PAINT MARKINGS
PER ADA GUIDELINES.
OPTIONAL WHEEL STOPS.
BASE DIAMETER TO
BE 0.90"R - 1.40"R
TOP DIAMETER TO BE NO
LESS THAN 50% TO NO
MORE THAN 60% OF THE
BASE DIAMETER
DETECTABLE WARNING MAT
NOT TO SCALE
11
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3
C-6.1
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STD. PROCTOR IF
UNDER PAVEMENT
COMPACTED BACKFILL PER
SPECS AND GEOTECH
REPORT
6"
M
I
N
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N
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2
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PI
P
E
D
I
A
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VA
R
I
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S
PIPE WIDTH + 24"
INITIAL BACKFILL
MATERIAL
CLASS I, II, OR III.
SEE SPECS.
BEDDING CLASS I, II, OR
III MATERIAL FOR MIN. 4"
FOR <24"HDPE AND
MIN. 6" FOR >30"HDPE
SEE SPECS.
NOTES:
1.INSTALLATION DETAIL REFERENCES ASTM C-1479, "STANDARD PRACTICE FOR INSTALLATION OF
CONCRETE SEWER, STORM DRAIN, AND CULVERT PIPE USING STANDARD INSTALLATIONS," LATEST
EDITION.
2.EXCAVATION FOR STORM DRAINAGE PIPE SHALL BE TO THE LINES AND GRADES AS SHOWN ON THE
DRAWINGS.
3.THE BEDDING SHALL PROVIDE A FIRM FOUNDATION OF UNIFORM DENSITY ALONG THE ENTIRE
LENGTH OF PIPE. RECESSES SHALL BE MADE TO ACCOMMODATE BELLS AND JOINTS.
4.WHERE UNSUITABLE SOILS ARE ENCOUNTERED AS DEFINED PER THE SPECIFICATIONS,
UNSUITABLE SOILS MUST BE UNDERCUT AND FILLED WITH SUITABLE SOIL AND COMPACTED TO NOT
LESS THAN 95 PERCENT OF MAXIMUM DRY UNIT WEIGHT IN ACCORDANCE WITH ASTM D 698.
FOUNDATION
(0.50 x O.D.) MIDDLE BEDDING
LOOSELY PLACED BEDDING
12" MIN. OR
ADEQUATE WORKING
SPACE TO ACHIEVE
COMPACTION
HAUNCHING MATERIAL
PER SPECS
BACKFILL MATERIAL PER SPECS
98% M.D.D. FOR TRAFFIC AREAS
95% M.D.D. FOR NON-TRAFFIC AREAS
NOT TO SCALE
STORM DRAIN HDPE/HP PIPE TRENCH
NOT TO SCALE
STORM DRAIN CONCRETE PIPE TRENCH
NOT TO SCALE
STORM DRAIN 2X3 INLET GRATE
CONTRACTOR MAY SUBMIT
ALTERNATE FOR ENGINEER
APPROVAL.
NOT TO SCALE
STORM DRAIN TRAFFIC BOX DETAIL
NOT TO SCALE
STORM DRAIN CURB INLET FRAME DETAIL
*INJECTION MOLDED ST
TEE FITTING (SIZE BASED
ON STORM DRAIN SCHEDULE)
INSERT INJECTION MOLDED,
GASKETED SPIGOT BY BELL
REDUCER
FINISHED GRADE
ADS HDPE N-12 HP
STORM PIPE (SIZE
TO MATCH ROOF
DRAIN, 6" MIN.)
SNAP
CONNECTION
DOWNSPOUT
ADAPTER PER
ARCHITECTURAL
PLANS
NOTES:
*INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES,
REDUCERS, 45° BENDS AND BELL/BELL COUPLERS.
BUILDING
FACE
*INJECTION MOLDED ST 45° WYE
(OR INJECTION MOLDED TEE).
SUBSTITUTE 45° BEND FOR END OF
LINE CLEANOUT
INJECTION MOLDED
ST 45° BEND
CLEAN OUT END CAP ADJUST
GRADE PER FINISHED GRADE
(PROVIDE CAST IRON BOX IN
PAVED AREA)
FINISHED GRADE
IN-LINE CLEANOUT
NOT TO SCALE
6" MIN.
ROOF DRAIN DETAIL WITH CLEANOUTS
NOT TO SCALE
N O R T H C AROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
A
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0 2 8 8 5 2
07/09/24
11
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7/8/24
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SEAL
A
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0 2 8 8 5 2
7/8/24
DIRECTION OF FLOW
OUTDOOR INSTALLATION
NOTE:
1.REDUCED PRESSURE ZONE (RPZ) ASSEMBLY SHALL MEET AMERICAN
SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE
APPROVED BY THE FOUNDATION FOR CROSS-CONNECTION CONTROL
AND HYDRAULIC RESEARCH AT THE UNIVERSITY OF SOUTHERN
CALIFORNIA (FCCCHR-USC) AND SHALL MEET AWWA STANDARDS
REDUCED PRESSURE ZONE ASSEMBLY
NOT TO SCALE
FIRE SERVICE BACKFLOW
ENCLOSURE DETAIL
NOT TO SCALE
11
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K-3422WELLWORTHTOILETSVITREOUS CHINAK-3422WELLWORTHTOILETSVITREOUS CHINAK-3422WELLWORTHTOILETSVITREOUS CHINA
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K-3422WELLWORTHTOILETSVITREOUS CHINA
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PROPOSED BUILDING
62,437 SF
32' MAX HEIGHT
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-020-000
ZONING: I-2
LAND USE: OPEN SPACE
DB 5274 PG 257
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-015-000
ZONING: I-2
LAND USE: UNDEVELOPED
DB 5274 PG 257
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-019-000
ZONING: I-2
LAND USE: UNDEVELOPED
DB 459 PG 599
LOGISTICS ROAD
60' PUBLIC RIGHT-OF-WAY
50' FRONT SETBACK
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VICINITY MAP
SCALE: 1" = 1,000'
SITE DATA TABULATION
PROJECT ADDRESS:4100 LOGISTICS ROAD
CASTLE HAYNE, NC 28429
PROPERTY OWNER:SENTRY PROPERTIES, LLC
1301 S 13TH STREET
WILMINGTON, NC 28401
PARCEL ID: R02600-002-017-000
EXISTING DRAINAGE EASEMENT
AND
STORMWATER FACILITY
EXISTING UTILITY EASEMENT
EXISTING DRAINAGE
EASEMENT
EXISTING UTILITY
EASEMENT
0 20 40 80 160
SCALE: 1"=40'
GRAPHIC SCALEGRAPHIC SCALE
NA
D
8
3
(
2
0
1
1
)
EXISTING DRAINAGE
EASEMENT
PUBLIC UTILITY EASEMENT
PUBLIC DRAINAGE EASEMENT
RIGHT-OF-WAY BOUNDARY
SUBJECT SITE BOUNDARY
CONTOUR LINE
PROPOSED FIRE MAIN
PROPOSED WATER SERVICE
PROPOSED SEWER SERVICE
PROPOSED STORM DRAIN
LEGEND
31
8F 8F
W W
SS SS
N O R T H CAROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
A
L
J
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R
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0 2 8 8 5 2
7/9/24
EXISTING TREES AND
VEGETATION TO BE
RETAINED ALONG EASTERN
PROPERTY LINE
FOUNDATION
PLANTING AREA, TYP.
TREE TO BE REMOVED, TYP.
EXISTING UTILITY EASEMENT
BLUE
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K-3422WELLWORTHTOILETSVITREOUS CHINA
K-3422WELLWORTHTOILETSVITREOUS CHINA
K-3422WELLWORTHTOILETSVITREOUS CHINAK-3422WELLWORTHTOILETSVITREOUS CHINAK-3422WELLWORTHTOILETSVITREOUS CHINA
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PROPOSED BUILDING
62,437 SF
32' MAX HEIGHT
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-020-000
ZONING: I-2
LAND USE: OPEN SPACE
DB 5274 PG 257
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-015-000
ZONING: I-2
LAND USE: UNDEVELOPED
DB 5274 PG 257
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-019-000
ZONING: I-2
LAND USE: UNDEVELOPED
DB 459 PG 599
LOGISTICS ROAD
60' PUBLIC RIGHT-OF-WAY
50' FRONT SETBACK
FFE = 36.50
35
34
35
34
34
35
3
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4
3
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SCALE: 1" = 1,000'
SITE DATA TABULATION
PROJECT ADDRESS:4100 LOGISTICS ROAD
CASTLE HAYNE, NC 28429
PROPERTY OWNER:SENTRY PROPERTIES, LLC
1301 S 13TH STREET
WILMINGTON, NC 28401
PARCEL ID: R02600-002-017-000
DEED BOOK / PAGE:6672 / 1571
6672 / 1561
CURRENT ZONING:I-2 (HEAVY INDUSTRIAL)
TOTAL SITE AREA:±5.49 ACRES OR 238,998 SF
PROPOSED USE:WAREHOUSING
FLOOD INFORMATION:THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY FEMA
FLOOD PANEL 3720323000K, DATED AUGUST
28, 2018
WASTE DISPOSAL
WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THIS
LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH AND RELATED EQUIPMENT SHALL
BE SCREENED FROM VIEW FROM THE PUBLIC RIGHT-OF-WAY AND ADJACENT PROPERTY.
EXISTING DRAINAGE EASEMENT
AND
STORMWATER FACILITY
EXISTING UTILITY EASEMENT
EXISTING DRAINAGE
EASEMENT
EXISTING UTILITY
EASEMENT
LANDSCAPE CALCULATIONS:
FOUNDATIONS PLANTINGS
1.FOUNDATION PLANTINGS ARE EXEMPT FROM PORTIONS OF THE BUILDING WITH
ACCESS DOORS AND FROM THE REAR OF THE BUILDING WHEN LESS THAN 10
PERCENT OF THE TOTAL REQUIRED PARKING IS LOCATED IN THE REAR.
REQUIRED: 1,875 SF = (625' X 25') = 15,625 X 12%
PROVIDED:2,679 SF
INTERIOR PARKING AREA
1.A TREE SHALL BE LOCATED WITHIN 120 FEET OF EVERY PARKING SPACE.
REQUIRED:2,502 SF = (31,271 SF X 8%) = 17 TREES (1 PER 11
144 SF)
PROVIDED:2,875 SF
STREET YARD
REQUIRED:806 LF - 84 LF DRIVEWAYS = 722 LF
= 18,050 SF (722' X 25)
= 30 TREES & 180 SHRUBS
PROVIDED:27,227 SF
30 TREES
182 SHRUBS
TREE RETENTION
1.AT LEAST 15 TREES OF AT LEAST 2 CALIPER INCHES SHALL BE RETAINED OR
PLANTED ON FOR EACH ACRE DISTURBED BY THE DEVELOPMENT.
REQUIRED:80 (15 X 5.3 AC DISTURBED)
PROVIDED:85 (18 EXISTING)
0 20 40 80 160
SCALE: 1"=40'
GRAPHIC SCALEGRAPHIC SCALE
NA
D
8
3
(
2
0
1
1
)
EXISTING DRAINAGE
EASEMENT
PUBLIC UTILITY EASEMENT
PUBLIC DRAINAGE EASEMENT
RIGHT-OF-WAY BOUNDARY
SUBJECT SITE BOUNDARY
CONTOUR LINE
PROPOSED FIRE MAIN
PROPOSED WATER SERVICE
PROPOSED SEWER SERVICE
PROPOSED STORM DRAIN
LEGEND
31
8F 8F
W W
SS SS
SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE
CANOPY TREES
NO 15 QUERCUS NUTTALLII
NUTTALL OAK 2" CAL. (MIN.)
QS 11 QUERCUS SHUMARDII
SHUMARD OAK 2" CAL. (MIN.)
LO 16 QUERCUS VIRGINIANA
SOUTHERN LIVE OAK 2" CAL. (MIN.)
UNDERSTORY TREES
LI 8
LAGERSTROEMIA INDICA X FAURIEI
'TUSCARORA'
TUSCARORA CRAPE MYRTLE
2" CAL. (MIN.)
SMALL EVERGREEN TREES
WM4 17 MYRICA CERIFERA
WAX MYRTLE 4` HT
SYMBOL CODE QTY BOTANICAL / COMMON NAME CONTAINER
SHRUBS
IA 124 ILEX CORNUTA LLEX CORNUTA
CARISSA HOLLY 3 GAL
DYH 182 ILEX VOMITORIA `NANA`
DWARF YAUPON 12" HT (MIN.)
PLANT SCHEDULE
EXISTING TREES AND
VEGETATION TO BE
RETAINED ALONG EASTERN
PROPERTY LINE
FOUNDATION
PLANTING AREA, TYP.
SCREENING FOR
DUMPSTER AREA
REQUIRED STREETYARD
LANDSCAPING PROVIDED
BETWEEN THE RIGHT-OF-WAY
AND SITE IMPROVEMENTS.
EXISTING UTILITY EASEMENT
BLUE
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OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-020-000
ZONING: I-2
LAND USE: OPEN SPACE
DB 5274 PG 257
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-015-000
ZONING: I-2
LAND USE: UNDEVELOPED
DB 5274 PG 257
OWNER: NEW HANOVER COUNTY
PARCEL ID: R02600-002-019-000
ZONING: I-2
LAND USE: UNDEVELOPED
DB 459 PG 599
LOGISTICS ROAD
60' PUBLIC RIGHT-OF-WAY
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'
JR
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S
JR
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SITE
VICINITY MAP
SCALE: 1" = 1,000'
SITE DATA TABULATION
PROJECT ADDRESS:4100 LOGISTICS ROAD
CASTLE HAYNE, NC 28429
PROPERTY OWNER:SENTRY PROPERTIES, LLC
1301 S 13TH STREET
WILMINGTON, NC 28401
PARCEL ID: R02600-002-017-000
DEED BOOK / PAGE:6672 / 1571
6672 / 1561
MAP BOOK / PAGE:73 / 368
CURRENT ZONING:I-2 (HEAVY INDUSTRIAL)
TOTAL SITE AREA:±5.49 ACRES OR 238,998 SF
PROPOSED USE:WAREHOUSING
FLOOD INFORMATION:THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY FEMA
FLOOD PANEL 3720323000K, DATED AUGUST
28, 2018
EXISTING UTILITY
EASEMENT
EXISTING UTILITY EASEMENT
(WIDTH VARIES)
EXISTING DRAINAGE
EASEMENT
(WIDTH VARIES)
EXISTING UTILITY
EASEMENT
0 20 40 80 160
SCALE: 1"=40'
GRAPHIC SCALEGRAPHIC SCALE
NA
D
8
3
(
2
0
1
1
)
EXISTING DRAINAGE
EASEMENT
EXISTING DRAINAGE EASEMENT
EXISTING DRAINAGE
EASEMENT
3
5
'
30'
50'
28'
1
0
'
2
0
'
2
5
'
1
0
'
PARCEL "2"
BLUE CLAY BUSINESS PARK
238,998 SF
5.49 ACRES
PUBLIC UTILITY EASEMENT
PUBLIC DRAINAGE EASEMENT
RIGHT-OF-WAY BOUNDARY
SUBJECT SITE BOUNDARY
CONTOUR LINE
LEGEND
31