NCDOT Driveway Permit Approval STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
04-11-03 COURIER
Telephone: 910-398-9100
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
May 22, 2023
Robert J. Hollis 7241 Market St, LLC 332 Military Cutoff Road, Wilmington, NC 28405
SUBJECT: Encroachment Agreement E033-065-22-00208 for the installation of a 15” RCP stormwater pipe located on Lendire Road (SR 2892) in New Hanover County.
Dear Sir,
Your request for the subject development access has been approved per the attached plans dated May 18, 2023 (sealed by Daniel J. Fisk of Paramounte Engineering, Inc.), and is
subject to the following conditions and the attached Encroachment Agreement Standard
Conditions.
•This approval is for the installation of 60 linear feet of 15” class III reinforced
concrete stormwater pipe.
•This permit does not provide approval for any construction outside of NCDOT right-
of-way. Any construction planned or proposed outside NCDOT right-of-way shall
require the developer to obtain concurrence and/or right-of-way from subject
property owner and/or local government.
•Approval may be rescinded upon failure to follow any of the provisions in this
permit and may be considered a violation of the encroachment agreement.
•The terms and conditions of this permit shall be incorporated into any lease orsales agreement.
•Following Roadway Standard Drawing 300.1 compaction must be achieved perNCDOT Standards, and a compaction test shall be submitted to NCDOT.
•The developer is responsible for obtaining any and all permits and approvalsnecessary for the development of this project prior to commencement of any
construction activities within the NCDOT right-of-way.
•The applicant/property owner of the facility shall be responsible to monitor and
maintain the stormwater pipe to remain in compliance as permitted.
•NO construction shall be started within the NCDOT right of way prior to the
Performance and Indemnity Bond in the amount of $8,750.00 being received
in the district office.
•The Encroaching Party shall notify NCDOT at 910-398-9100 upon completion of the
work for a final inspection. After the project has been completed for one year and
upon request by the Encroaching Party, NCDOT personnel will conduct a final
inspection. If found satisfactory, the bond will be released.
•Time Restriction – Night Work Only: No lane closures shall be allowed between 6:00am
and 7:00pm and NO weekend lane closures. (HOURS SUBJECT TO CHANGE DUE TO
TRAFFIC CONDITIONS).
•For Pre-construction meeting, the Encroaching party or their contractor shall
provide Three (3) business days advance notice prior to construction activity within
the NCDOT Right of Way, contact Nick Drees or Frank Mike at (910) 398-9100 to
conduct this meeting.
Sincerely,
Frank Mike Jr., Assistant District Engineer
for Chad Kimes, P.E., Division Engineer
DCK/fwm/nkd
ec: Kathy L. Stephens; NCDOT New Hanover County Maintenance Engineer Robert Farrell, Senior Current Planner, New Hanover County Amy Doss, Current Planner, New Hanover County Julian Griffee, Current Planner, New Hanover County Zackary Dickerson, Current Planner, New Hanover County Timothy Lowe, Chief Project Engineer for Stormwater Services, New Hanover County
ROUTE Lendire Road (SR 2892) PROJECT Middle Sound West
DEPARTMENT OF TRANSPORTATION
-AND-7241 Mamet St, LLC
332 Military Cutoff Road
Wlning10n, NC 28405
STATE OF NORTH CAROLINA COUNTY OF .;_N.c.ew.;_.;_Ha_n_ove_;_, _________ _
RIGHT OF WAY ENCROACHMENT AGREEMENT FOR
CURB AND GUTTER, PAVEMENT WIDENING AND
STORM DRAINAGE
THIS AGREEMENT, made and entered into this the 22nd day of May , 20 _2_3 __ , by and between the Department
of Transportation, party of the first part: and _12_4_1_M_ar1c_._, __ s1.:.., L--'L_c ________________________ _
--------------------------------party of the second part,
WITNESSETH
THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as
Route(s) Lendire Road (SR 2892)
and US Hwy 17 toward Murrayville
, located 1,400 feet northwest fron tho intersection of SR 2892
with the construction and/or erection of: 100 linear feel (60 linear feet within R.0.W,) of 15 Inch dlametar Cl. Ill RCP slonn sewer by open cut across
the existing Lendire Road (SR 2892) 60 foot right•of�way
WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of
the first part in the exercise of authority conferred upon it by statute, is willing to permit the encroachment within the limits of the
right of way as indicated, subject to the conditions of this agreement:
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the right
and privilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are
made a part hereof upon the following conditions, to wit:
That the said party of the second part binds and obligates himself to install the encroaching facility in such safe
and proper condition that it will not interfere with or endanger travel upon said highway.
That the party of the second part agrees to provide during construction proper signs, signal lights, flagmen and
other warning devices for the protection of traffic in conformance with the latest Manual on Uniform Traffic Control
Devices for Streets and Highways and Amendments or Supplements thereto. Information as to the above rules and
regulations may be obtained from the Division Engineer of the party of the first part.
That the party of the second part hereby agrees to indemnify and save harmless the party of the first part from all
damages and claims for damage that may arise by reason of the installation and maintenance of this encroachment.
It is clearly understood by the party of the second part that the party of the first part will assume no responsibility
for any damage that may be caused to such facilities. within the highway rights of way limits, In carrying out its
construction.
That the party of the second part agrees to restore all areas disturbed during construction to the satisfaction of the
Division Engineer of the party of the first part. The party of the second part agrees to exercise every reasonable
precaution during construction and maintenance to prevent eroding of soil; silting or pollution of rivers, streams,
lakes, reservoirs, other water impoundments, ground surfaces or other property; or pollution of the air. There shall
be compliance with applicable rules and regulations of the North Carolina Division of Environmental Management,
North Carolina Sedimentation Control Commission, and with ordinances and regulations of various counties.
municipalities and other official agencies relating to pollution prevention and control. When any construction
operation disturbs the ground surface and existing ground cover, the party of the second part agrees to remove and
replace the sod or otherwise reestablish the grass cover to meet the satisfaction of the Division Engineer of the party
of the first part.
That the party of the second part agrees to assume the actual cost of any inspection of the work considered to be
necessary by the Division Engineer of the party of the first part.
That the party of the second part agrees to have available at the encroaching site, at all times during construction,
a copy of this agreement showing evidence of approval by the party of the first part. The party of the first part
reserves the right to stop all work unless evidence of approval can be shown.
Provided the worl( contained in this agreement is being performed on a completed highway open to traffic; the
party of the second part agrees to give written notice to the Division Engineer of the party of the first part when all
work contained herein has been completed. Unless specifically requested by the party of the first part, written notice of completion of work on highway projects under construction will not be required.
That in the case of noncompliance with the terms of this agreement by the party of the second part, the party of
the first part reserves the right to stop all worl( until the facility has been brought into compliance or removed from the
right of way at no cost to the party of the first part.
That it ls agreed by both parties that this agreement shall become void if actual construction of the work
contemplated herein is not begun within one (1) year from the date of authorization by the party of the first part
unless written waiver is secured by the party of the second part from the party of the first part.
RNV (161 B) : Party of the Second Part certifies that this agreement is true and accurate copy of the form
FORM R/W 16.18 (Revised February 2021)
Page 1
Frank Mike Jr., Assistant District Engineer
for Chad Kimes, P.E., Division Engineer
Division 3, District 3
Updated 03/01/2023
Encroachment Agreement Standard Conditions
District Office Contact Information:
5911 Oleander Drive, Suite 101
Wilmington, NC 28403
(910)398-9100
SC1 A Pre-Construction Meeting is required prior to beginning work. Contact the District Office to schedule.
SC2 The Encroaching Party shall follow any and all revisions shown in RED on attached plan(s).
SC3 This permit along with all terms and agreements shall be incorporated into any lease or sales agreement.
SC4 If the approved permit encroaches within the limits of an active construction project the Encroaching Party will be
required to coordinate with the NCDOT contractor as well as secure a hold harmless agreement prior to
commencing work. If the approved permit encroaches within the limits of project in preconstruction, the
Encroaching Party will be required to coordinate with the Department’s Project Development Unit to ensure no
conflicts are created with the installation.
SC5 A Performance and Indemnity Bond posted with the North Carolina Department of Transportation is hereby
obligated to cover work under this encroachment agreement. This bond is only for work within NCDOT Right of
Way.
SC6 An Initial Construction Inspection is required after the completion of the work. An Initial Inspection Report will be
issued upon satisfactory completion of the work and begins the one year warranty period. Contact the District Office
to schedule an inspection by calling 910-398-9100 or email at Div3Dist3@ncdot.gov.
SC7 A Final inspection is required after one year and prior to release of the bond. Contact the District Office three months prior to the end of the one year bonding period for final inspection and creation of a list of deficiencies; this
should provide enough time for corrective action prior to the end of one year. A Final Inspection Acceptance will be issued once the work has been completed and any deficiencies addressed.
SC8 All bonds will be held for a minimum of one year from the time of the Initial Construction Inspection Acceptance. At
the end of that time period, the bond may be released at the request of the applicant pending Final Inspection
Acceptance.
SC9 All flagging operations within NCDOT right-of-way require qualified and trained Work Zone Flaggers. Qualified and
trained Work Zone Traffic Control Supervisors will be required on significant projects. Training for this certification is
provided by NCDOT approved training sources and by private entities that have been pre-approved. For more
information, visit https://connect.ncdot.gov/projects/WZTC/Pages/Training.aspx or contact Steve Kite, PE with the
NCDOT Work Zone Traffic Control Unit at (919) 814-4937, or skite@ncdot.gov.
SC10 No lane closures shall be allowed on State Holidays (day of, day before, and day after) or during Local events.
SC11 No lane closures or impediment to traffic shall be allowed on weekends without prior written approval from theDistrict Engineer. Work would be permitted on-site during these events, as long as, there are no lane closures or the impediment of traffic.
SC12 One lane must always be open to traffic; only one lane closure will be allowed in each direction. Ingress and egress
shall be maintained to all businesses and dwellings affected by the project. Special attention shall be paid to Police
and Fire Stations, fire hydrants and Hospitals.
SC13 All roadway signs removed during project work shall be reinstalled immediately after completion of work. All
equipment and materials shall be removed from the NCDOT right-of-way when not in use.
SC14 Any work requiring personnel or equipment within 5' of the travel lane on an undivided roadway, or 10' of the travel
lane, on a divided roadway shall require a lane closure per the latest edition of the MUTCD and the NCDOT
Standard Specifications. The more stringent standards shall apply.
SC15 Approval is only for work within NCDOT right-of-way. Any construction planned or proposed outside NCDOT right-
of-way shall require the permittee to obtain concurrence and/or right-of-way from subject property owner and/or
local government. This approval excludes area(s) within Railroad right-of-way and/or Municipal right-of-way which
will require separate approval from the Railroad, City or Town. Approval is with the understanding that NCDOT does
not guarantee the right-of-way on any road.
The Standard Conditions in this document apply to this and all encroachment agreements issued by District 3. The applicant is responsible for field verifying the encroachment prior to holding a pre-construction meeting.
Division 3, District 3
Updated 03/01/2023
SC16 All traffic control, asphalt mixes, structures, construction, workmanship and construction methods, and materials
shall be in compliance with the most-recent versions of the following resources: Manual on Uniform Traffic Control
Devices, Policy on Street and Driveway Access to North Carolina Highways, Policies and Procedures for Accommodating Utilities on Highway Rights of Way, Subdivision Roads Minimum Construction Standards, NCDOT Standard
Specifications for Roads and Structures, NCDOT Roadway Standard Drawings, AASHTO Policy on Geometric Design of
Highways and Streets, NCDOT Asphalt Quality Management System manual, and the approved plans.
SC17 Prior to beginning work, it is the requirement of the Encroaching Party to contact the appropriate Utility Companies
involved and make arrangements to adjust or relocate any utilities that conflict with the proposed work.
SC18 NC 811 services DOES NOT provide locates of traffic signal cables. If the work is located within ½ mile of a
signalized intersection, the Encroaching Party shall contact NCDOT Traffic Services at (910) 341-2200 no less than
one week prior to beginning work, for the location of all traffic signal and detection cables. Location is required prior to excavation. Cost to replace or repair NCDOT signs, signals or associated equipment shall be the responsibility of the Encroaching Party.
SC19 If modifications to a traffic signal are required under this encroachment agreement, a separate traffic agreement is
required prior to work. Contact the Division Traffic Engineer or Deputy Division Traffic Engineer at (910) 341-2200.
SC20 If pavement markings are required under this encroachment agreement, the Encroaching Party shall have the
pavement markings pre-marked, inspected, and approved by NCDOT personnel prior to the placement of final pavement markings. Contact Traffic Services at (910) 341-2200 for pre-marking inspections or field changes.
SC21 All concrete or paved channelization islands shall have a 12 inch diameter round or square smooth wall hole drilled, cored, formed, or air-hammered to the subgrade and backfilled with soil placed a minimum of 10 feet from the nose
of each end of the island (see Roadway Standard Drawing 904.50), or as directed by the engineer. All sign supports that are to be erected in existing or proposed concrete or paved channelization islands shall meet the same
requirements. If necessary, contact Traffic Services at (910) 341-2200 to mark core locations.
SC22 Prior to beginning work, if the area of work is within a municipality limit, it is the responsibility of the Encroaching
Party to notify the municipal authorities.
SC23 The Encroaching Party shall comply with all applicable Federal, State, and local statutes, rules, regulations, and
ordinances that may be imposed by other governmental agencies. The Encroaching Party shall obtain all necessary Federal, State, and local environmental permits, including but not limited to, those related to sediment control,
storm water, wetlands, streams, endangered species, and historical sites.
SC24 All wiring and related work shall conform to the latest edition of the National Electrical Safety Code.
SC25 No alteration of the approved plan will be allowed without written approval by NCDOT. All design plan changes
proposed by the contractor shall be prepared by the Engineer of Record and submitted by the Owner/Permittee to
NCDOT for review to ensure that the Engineer and Owner participate in all construction changes. Field changes
constructed without prior written approval by NCDOT will not be accepted by NCDOT during the inspection process.
SC26 An executed paper copy of the Encroachment Agreement and approved plans shall be present at the work site at all
times while performing work. NCDOT reserves the right to stop all work unless evidence of approval can be shown.
Additionally, NCDOT reserves the right to further limit, restrict, or suspend operations within the right-of-way.
SC27 Material shall NOT be unloaded or stockpiled on the roadway at any time without proper lane closure during the
project. Work is not permitted when the shoulder material is wet or during adverse weather conditions.
SC28 All erosion control devices shall be placed as needed prior to disturbance and maintained throughout the project.
All areas disturbed (shoulders, ditches, removed accesses, etc.) shall be graded and seeded within 15 calendar days
with an approved NCDOT seed mixture. For disturbance of residential/commercial lawns, vegetation shall be
replaced in like kind.
SC29 For disturbance of plants, vegetation, trees or plant beds in the NCDOT right-of-way, they shall be replaced with
plants, vegetation or trees of like kind or similar shape. Contact the Division Roadside Environmental Engineer at
910-259-4919.
SC30 The placement of curb and gutter is not allowed within shoulder sections of roadway (from the Right of Way to the
edge of pavement).
SC31 It shall be the responsibility of the property owner or local municipality to maintain any proposed sidewalk that will
be placed within the NCDOT Right of Way. It is the responsibility of the Encroaching Party to place the sidewalk and
wheelchair ramps per NCDOT standards and the latest edition of the Americans with Disabilities Act. This
maintenance requires an encroachment agreement through the District Office.
Division 3, District 3
Updated 03/01/2023
SC32 It shall be unlawful to place any highway obstruction, including a driveway headwall, fence, rural mailbox, newspaper
delivery box, or other roadside obstruction, so as to interfere with the traffic or maintenance of the roads and
highways of the state highway system. See North Carolina Administrative Code 19A NCAC 2E.0404.
SC33 Fire Hydrant(s) shall be placed a maximum of 1 foot from the right-of-way line. (STD. 1515.02 in the NCDOT
Roadway Standard Drawings).
SC34 The Encroaching Party shall comply with all OSHA requirements and provide a competent person on site to
supervise excavation at all times.
SC35 The Encroaching Party is responsible for any and all damages caused from project work within the right-of-way,
including damage to drainage structures, pavement, vegetation, etc.
SC36 Any pavement damaged including settlement of the pavement or damage by equipment used to perform the
project work, shall be re-surfaced to the satisfaction of the District Engineer or their representative. This may include
the removal of pavement and a 50’ mechanical overlay. All temporary and final pavement markings are the responsibility of the Encroaching Party.
SC37 Centerline pavement markings shall be installed the same day resurfacing is accomplished. All other pavement markings shall be completed within five days of resurfacing.
SC38 All pipes placed within the NCDOT Right of Way shall be NCDOT approved materials. All joints shall be sealed with mortar or other NCDOT approved material. Backfill compaction shall meet NCDOT Standardized Testing Method.
SC39 Throughout the life of the project, the Encroaching Party shall maintain all drop-offs within the work zone such that
they do not exceed the maximum of 2".
SC40 All removed curb, driveways, and shoulder areas shall be backfilled at a 6:1 slope or flatter at the end of the days'
production.
SC41 For projects with open cuts and roadway improvements, a PE certification may be required. When applicable, upon
completion of construction, a certification memo that has been signed and sealed as appropriate under General Statute 89C-16 by a North Carolina Professional Engineer or Registered Land Surveyor shall be submitted to the
District Engineer prior to opening the access connection for public use. Supporting documentation shall be attached certifying that improvements for the driveway access(s) meet the approved plan and NCDOT standards. All documentation shall be dated and initialed by the contractor. Verification will include inspection reports, testing
reports, or any supporting documentation and calculations. Verification will cover, but is not limited to, subgrade, pavement structure, drainage, and traffic control items.
SC42 Directional drilling methods have not been given statewide approval for use on NCDOT right-of-way. Under no
condition shall jetting alone or wet boring with water be used for the installation of utility pipelines.
•Directional boring is not allowed in embankment material. Directional boring is allowed beneath embankment
material in naturally occurring soil.
•Any changes shall be submitted to the District Engineer for approval prior to construction.
•Directional bores are not allowed beneath bridge footings, culvert wingwall footings or retaining walls.
•HDPE pipe installed by directional boring shall not be connected to existing pipe or fittings for one (1) week
from the time of installation to allow tensional stresses to relax.
•Directional boring using jetting with a Bentonite (or equivalent material) slurry is approved with the following
conditions:
o Minimum depth of ten (10’) feet below the pavement surface of roads with no control of access orfifteen (15’) feet below the surface of roads with partial or full control of access.
o Minimum depth of five (5’) feet below any ditch line and/or creek bed.
o Minimum depth of (5’) for parallel installations. Must be outside the theoretical 1:1 slope from theexisting edge of pavement except where the parallel installation crosses a paved roadway.
o Minimum horizontal distance of ten (10’) feet from the nearest part of any structure, including but notlimited to bridges, footings, pipe culverts, and box culverts.
o Minimum vertical distance of ten (10’) feet from the nearest part of pipe culverts or box culverts.
o Tip of the drill string shall have a cutter head and detection wire installed with non-ferrous material.
o All directional drilled piping for sewer force mains and waterlines shall be a minimum of SDR-9.
Division 3, District 3
Updated 03/01/2023
o Minimum horizontal separation of five (5’) feet between each conduit which is part of a multipleconduit installation (including perpendicular and parallel installations). Alternatively, install multipleconduits within a single duct.
o Overbores for pipe or encasements shall not be more than 1.5 x O.D. for pipe 12 inches or less andO.D. +6 inches for pipes larger than 12 inches.
o An overbore exceeding the prescribed maximums for pipe or encasements will only be considered ifthe encroachment agreement includes a statement signed and sealed by a North Carolina RegisteredProfessional Engineer indicating that the proposed overbore in excess of NCDOT guidelines of thediameter of the pipe or encasement will arch and no damage will be done to the pavement or sub- grade.
SC43 All excavations inside the theoretical 1:1 slope from the existing edge of pavement to the bottom of the nearest
trench wall shall be done in accordance with the following conditions:
•Any excavation encroaching upon the theoretical 1:1 slope from the edge of pavement of any NCDOT
maintained road shall require temporary active shoring that must be reviewed and approved by NCDOT
prior to work.
•All trench excavation inside the limits of the theoretical 1:1 slope, as defined by the policy, shall becompletely backfilled and compacted at the end of each construction day. No portion of the trench shall be
left open overnight.
•The length of parallel excavation shall be limited to the length necessary to install and backfill one (1) joint of
pipe at a time.
•Traffic shall be moved to a travel lane outside the limits of a theoretical 1:1 slope from the bottom of the
nearest trench wall to the pavement surface.
•Installation of trench shoring shall be accomplished with minimal over-excavation. Trench boxes shall not
be used as shoring.
•An NCDOT Inspector, the cost of which is to be borne by the Encroaching Party, shall be assigned to this
project if deemed necessary by the Division Engineer.
•The trench backfill material shall meet the Statewide Borrow Criteria. The trench shall be backfilled, in
accordance with Section 540-6 of the latest NCDOT Standard Specifications for Roads and Structures, which
requires the backfill material to be placed in thicknesses between 4” and 8” loose and compacted to at least
97% of the maximum density obtained by compacting a sample in accordance with AASHTO T 180, as
modified by the Department.
•At the first sign of trench failure, a trench shall be immediately backfilled with materials consisting of A-1, A-
3, A-2-4 soils or A-4 soils having a maximum of 45% passing a No. 200 sieve and a maximum P.I. of 6. All
work shall cease, and the Division Engineer shall be contacted. The Encroaching Party shall be required to
repair any damage to the pavement caused by the excavation.
•No part of any pit shall be within three (3) feet of edge of pavement or back of curb.
•Detection tape shall be buried in the trench approximately one foot above the utility or fiber optic cable,
whenever conduit is installed in right-of-way and is not of ferrous material.
SC44 The proposed manholes, handholes, valves or other appurtenances shall be installed flush to match the elevation of
the existing ground and shall not be located in the existing ditch line, front slope of a ditch, or in a manner that
would restrict the maintenance or flow of the existing ditch line.
SC45 Any open cutting of pavement shall be repaired using the following method:
•Pavements shall be cut full depth and removed.
•After trench work is complete, the edges of the existing pavement along the trench shall be recut a
minimum of 1’ wider on each side of the trench. If the pavement is undermined, the edges of the existing
pavement along the trench shall be recut to 1’ beyond the undermined portion and the pavement removed.
The design section stated below is to be placed in those areas.
•The pavement repair shall be performed using the following method and pavement design section:
o 11.0” B25.0C or B25.0B Asphalt Concrete Base Course (accomplished in 2 lifts minimum) according toNCDOT Standard 654.01.
o Mill the entire area a depth of 2.0”, starting from 15’ in front of the edge of the final pavement cut.
Division 3, District 3
Updated 03/01/2023
o Overlay entire area (a minimum 50’ length mechanical overlay) with 2.0” S9.5C or S9.5B Asphalt ConcreteSurface Course for a total asphalt depth of 13”. Butt joints are required with no feathering of joints.
•All open cuts shall be backfilled, paved and traversable prior to removing lane closure.
SC46 Abandoned pipes 12" in diameter and larger in fills 20' or less shall be removed and backfilled, filled with grout, or
plugged, as directed by the Manager of Right-of-Way, Division Engineer or State Design Services Engineer. There may be unusual circumstances where the same requirements will apply on pipes smaller than 12".
SC47 Any sewer manholes, telephone vaults or valve vaults that are to be abandoned shall either be removed or broken
down two (2) feet below subgrade, plugged and filled with suitable material.
SC48 For trenching excavations within the typical ditch cross-section, positive drainage shall be restored within the
existing ditch by grading between driveway pipe invert elevations or by re-establishing the original hydraulic grade
line.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J. ERIC BOYETTE
GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
TRANSPORTATION MOBILITY & SAFETY DIVISION
1561 MAIL SERVICE CENTER
RALEIGH, NC 27699-1561
Telephone: (919) 814-5000
Fax: (919) 771-2745
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Location:
750 N. GREENFIELD PARKWAY
GARNER, NC 27529
DATE: March 9, 2020
TO: NCDOT Construction Unit, NCDOT Divisions, AGC, CAPA, ATSSA
FROM: Steve Kite, PE, State Work Zone Engineer
SUBJECT: Work Zone Installer Certification
This memo will serve as an update to the Revised Work Zone Certification Requirements memo
sent September 2019.
All employees responsible for the setup and installation of traffic control devices within any
highway right of way are required to be trained and certified. In response to questions and
concerns raised about the Installer Certification implementation date of June 1, 2020 and possible
situations where certified installed may not be required, the following practices will be accepted
in lieu of Work Zone Installer Certifications until January 1, 2021:
Any person who is currently certified as a Work Zone Installer does NOT
have be re-certified under this requirement.
Any person who is currently certified as a Work Zone Technician through
the ATSSA training program does NOT have to be re-certified under this
requirement.
Any person who is currently certified as a Work Zone Supervisor does NOT
have to be certified as Work Zone Installer.
If a Work Zone Supervisor is continuously on-site during all traffic control
operations, the employees under their supervision may work without Work
Zone Installer Certifications until January 1, 2021.
General laborers who are not responsible for physically placing signs or
devices for lane closures do NOT have to be certified.
We are extending the timeframe to obtain Work Zone Installer Certifications to January
1, 2021 so that ample time is available to industry to either schedule training from an
approved training company or to conduct this training in house through the self-
certification program.
This time extension does not apply to personnel working on interstates and high -
speed freeways. Any individual involved with the installation of traffic control devices
on interstates and high-speed freeways must be Work Zone Installer certified before
working on them.
For companies seeking self-certification, training materials and testing exams are to be
approved by NCDOT prior to conducting this training. Additionally, companies shall
identify their training personnel and their traffic control experience.
If anyone has any questions, feel free to contact me at skite@ncdot.gov or Roger Garrett
at rmgarrett@ncdot.gov.
cc:
Joe Hummer, PE, Traffic Management Engineer
NCDOT Approved Training Companies
Ellis Powell, PE, Director CAPA
Victor Barbour, PE, Director AGC-Heavy Highway Division
Lamar Sylvester, PE, Director of Field Support
Attn: Brian Skeens, PE, Asst. State Construction Engineer
Attn: Wiley Jones, PE, Asst. State Construction Engineer
Chris Fresa, President, Carolina’s ATSSA Chapter
Division Engineers
National Pollutant Discharge Elimination System (NPDES)
Stormwater Permit Compliance Certification
I , , a duly authorized representative of
, an industrial/commercial/residential facility
requesting attachment to a North Carolina Department of Transportation (NCDOT)
highway drainage system at address, in
County, do hereby certify the following:
Check appropriate box and circle type of facility
The Industrial / Commercial / Residential facility does not require an
NPDES stormwater permit.
The Industrial / Commercial / Residential facility does require an NPDES
stormwater permit. The permit has been obtained and a Stormwater
Pollution Prevention Plan (SPPP) is in place. Appropriate structural
stormwater best management practices (BMPs) are designed and will be in
place as required by the North Carolina Department of Environment and
Natural Resources (NCDENR) and/or the local governing agency. All
structural stormwater BMPs are located outside of NCDOT right-of-way.
I understand if the NCDOT determines the facility is not in compliance with
NPDES stormwater requirements, the Department will report the noncompliance
to the NCDENR Division of Energy, Mineral and Land Resources. I also
understand that falsification of this certification may result in penalty of law
against the facility and me as prescribed in the North Carolina General Statutes.
Signature:
Date:
Note: If the applicant has a question as to whether an NPDES stormwater permit is
required, he or she may contact the NCDENR Division of Energy, Mineral and
Land Resources in Raleigh at (919) 707-9200 (ask for Stormwater and General
Permits Unit).
Form NPDES-1
December 1, 2014
Daniel Fisk
7241 Market St,LLC
7241 Market Street
New Hanover County
X
N O R T H CAROLIN
A
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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 & ENGINEERING
ATTN: PLANNING STAFF
PH: 910-798-7151
ATTN: JIM IANNUCCI, ENGINEERING
PH: 910-798-7139
PIEDMONT NATURAL GAS
ATTN: PAUL GONKA
PH: 910-251-2810
AT&T/BELL SOUTH
ATTN:STEVE DAYVAULT (BUILDING ENGINEERING)
PH:910-341-0741
ATTN:JAMES BATSON, ENGINEERING
PH:910-341-1621
TIME WARNER CABLE
PH:910-763-4638
SEPTEMBER 2022 | REVISED MAY 2023
OWNER-DEVELOPER:
MIDDLE SOUND WEST
7241 MARKET STREET, LLC
323 MILITARY CUTOFF ROAD
WILMINGTON, NC 28405
NEW HANOVER COUNTY, NORTH CAROLINA
DESIGN DOCUMENTS
7241 MARKET STREET
PREPARED BY:
PROJECT # 19244.PE
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122 Cinema Drive Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
MIDDLE SOUND WEST
PROJECT CONSULTANTS
NOVEMBER 2022
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
ENGINEER / LANDSCAPE ARCHITECT:
WILMINGTON, NORTH CAROLINA 28403
ATTN: TIM CLINKSCALES, PE PLS
PHONE: (910) 791-6707
SHEET INDEX
SHEET NUMBER SHEET TITLE
COVER SHEET
C-1.0-1.1 GENERAL NOTES
C-4.0 - C-4.1
Know what's below.
before you dig.Call
R
C-3.1 EROSION CONTROL PH 1
CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER)
ENGINEERING/INSPECTIONS
PH: 910-332-6560
OPERATIONS/MAINTENANCE
PH: 910-322-6550
DUKE ENERGY
DISTRIBUTION CONSTRUCTION SERVICE
DEP CSC PH: 1-800-452-2777
TRANSMISSION AGENT
BILL WILDER
PH: 910-772-4903
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
SURVEYOR:
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
ATTN: TIM CLINKSCALES, PE PLS
PHONE: (910) 791-6707
GRADING AND DRAINAGE
C-5.0 UTILITY PLAN
C-5.1-C-5.2 SEWER PROFILES
C-6.0-C-6.3 DETAILS
C-7.0-C-7.3 UTILITY DETAILS
C-2.0 SITE PLAN
C-6.10 EC DETAILS
C-4.2 - C-4.8 FINE GRADING PLAN
C-3.2 EROSION CONTROL PH 2
SOILS MAP
SCALE: 1"=500'
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SITE
EXBT-1 UTILITY ENCROACHMENT NCDOT EXHIBIT
EXBT-2 TRAFFIC CONTROL PLAN
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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 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. TREE INVENTORY, BOUNDARY, AND TOPOGRAPHIC SURVEY COMPLETED BY PARAMOUNTE
ENGINEERING, INC. THE SURVEY 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 AND REGULATORY AGENCIES.
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(S) SHALL DIVERT ROOF DRAINAGE TO
STORMWATER COLLECTION SYSTEM.
WETLAND NOTES:
1. THERE ARE WETLANDS AND A JURISDICTIONAL DITCH ON THE
PROPERTY. LAND MANAGEMENT GROUP (LMG) IN CONJUNCTION WITH
NCDWR AND USACE HAS MAPPED ENVIRONMENTAL AREAS ON THE
PROPERTY AS INDICATED. FULL IMPACTS TO BOTH ARE PERMITTED IN
CONJUCTURE WITH SAW-2012-00821 AND NJW000002 (DWR #20150576). NO
WETLANDS OR SURFACE WATERS TO REMAIN OR EXIST ON SITE.
EXISTING UTILITY NOTES:
1.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE
ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED
UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING.
2.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND
ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE
RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY
DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE
IMMEDIATELY.
GENERAL STORM SEWER NOTES
1.ALL STORM SEWERS SHALL BE CONSTRUCTED AS SPECIFIED ON THE
DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
2.BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE
DRAWINGS AND/OR TECHNICAL SPECIFICATIONS.
3.ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
INDICATED OTHERWISE OR APPROVED ALTERNATES BY ENGINEER.
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.
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. (NO SEPARATE PAYMENT).
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. (NO SEPARATE PAYMENT).
8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES
DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS
ACHIEVED.
9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE SODDED OR
SEEDED AS INDICATED AND STABILIZED.
10. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE
PRIOR TO DISCHARGE TO RECEIVING OUTLET.
11.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS
OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
12.ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE
STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
ENGINEER. (NO SEPARATE PAYMENT). NCDENR'S FINAL APPROVAL IS REQUIRED.
13.TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING
AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREA. (NO SEPARATE
PAYMENT).
14.WHEN CROSSING CREEK OR DRAINAGE-WAY, THE DIVISION OF WATER QUALITY SHALL BE CONTACTED
PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP-RAP WITH FABRIC ALONG
DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER
THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY.
EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR EACH
"PHASE" OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH PART OF THE
PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION CONTROL
DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE DISTURBANCE IS STABILIZED AND ALL
IMPROVEMENTS WITHIN THE DISTURBANCE LIMITS ARE COMPLETE.
1.CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF
DISTURBANCE, TREE PROTECTION FENCING, 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.CONSTRUCT TEMPORARY SEDIMENT BASIN(S) AND ASSOCIATED SKIMMER, OUTLET PIPE, SPILLWAY, ETC.
4.INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA
DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE COMMENCING
CONSTRUCTION.
5.PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 WORKING DAYS OF CEASE OF ANY GRADING
ACTIVITY.
6.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.
7.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.
8.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.
9.UPON RECEIVING FINAL APPROVAL, THE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL
MEASURES.
10.THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN GRASS & PLANTED
AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
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
IRON PIPE FOUND
IRON ROD FOUND
IRON ROD SET
PK NAIL FOUND
PK NAIL SET
CONCRETE MONUMENT FOUND
SIGN
CONCRETE CURB & GUTTER
EDGE OF PAVEMENT
LIGHT POLE
UTILITY POLE
GUY ANCHOR
TRANSFORMER
TELEPHONE RISER
WATER METER
WATER VALVE
FIRE HYDRANT
IRRIGATION VALVE
CLEAN-OUT
SANITARY SEWER MANHOLE
STORM DRAINAGE MANHOLE
WELL
CURB INLET
CATCH BASIN
GAS METER
MAILBOX
TREE (SEE DESCR.)
C&G
EP
C.O.
S
D
W
LEGEND:
OVERHEAD ELECTRIC
BURIED TELEPHONE LINE
BURIED GAS LINE
BURIED TV CABLE
BURIED FIBER OPTIC
WATER LINE
FORCEMAIN LINE
SANITARY SEWER LINE
STORM DRAINAGE LINE
WETLAND DELINEATION
CHAINLINK FENCE
EXISTING CONTOUR
RIGHT OF WAY/BOUNDARY
BOUNDARY LINE
FM FM
SS SS
XX
FO
W W W
G
UTV
OHE
WET WET
LEGEND:
WATER LINE
FORCEMAIN LINE
SANITARY SEWER LINE
SANITARY SEWER LATERAL
STORM DRAIN LINE
ROOF DRAIN LINE
PROPOSED CONTOURS
PROPOSED SETBACKS
PROPOSED EASEMENTS
PROPOSED PHASING LINES
PROPOSED POND OUTLINE
FM FM
W W W
20
C.O.SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
FIRE HYDRANT ASSEMBLY
WATER METERS/BACKFLOW ENCLOSURES
WATER VALVES/APPURTENANCES
SPOT GRADESTC 20.50
EP 20.00
CONCRETE PAVEMENT
BUILDING HATCH
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 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.SEDIMENT BASIN/SEDIMENT TRAPS - REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
DIMENSIONS WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. PLACE SEDIMENT IN
AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DAMAGE, PIPING, AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL
TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. BAFFLES WILL BE REPAIRED OR
REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE, ETC.
7.SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE THAT
THE INTAKE MECHANISM, ORIFICE, OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR SEDIMENT. IF
THE BASIN IS DRY, MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM IS NOT HOLDING THE
SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE SKIMMER FROM PLUGGING
WITH ICE.
8.OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER 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.
9.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.
10.DIVERSION DITCHES / GRASS SWALES - INSPECT THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR
BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT
ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. DIVERSIONS SHALL BE LINED OR
STABILIZED AS NOTED ON THE PLANS. IF THE DIVERSION WILL BECOME PERMANENT GRASS SWALES.
THEN GROW GRASS INTO A HEALTHY, VIGOROUS CONDITION.
11.CHECK DAMS - EXCELSIOR OR RIP-RA - SEDIMENT SHALL BE REMOVED FROM THE DAM WHEN IT
REACHES HALF-FILLED. CHECK DAMS SHALL BE REPAIRED OR REPLACED, AND CHANNEL SHALL BE
REPAIRED OF RUTS, PIPING, AND SETTLEMENT AROUND THE DAMS AS NEEDED.
13.WATTLE BARRIER - IT IS IMPORTANT THAT THE WATTLE BARRIERS BE KEPT CLEAN TO ALLOW WATER TO
FLOW THROUGH THE NATURAL FIBERS. THE WATTLE BARRIERS CAN BECOME BLOCKED WITH DEBRIS,
SEDIMENT, STRAW AND OTHER ITEMS.
·THE UP GRADIENT SIDE OF THE WATTLE BARRIER SHOULD BE MAINTAINED TO ALLOW THE WATER
TO FLOW THROUGH, REDUCE VELOCITY AND ALLOW SEDIMENTATION TO OCCUR.
·IF THE NATURAL FIBERS OF THE WATTLE BARRIER BECOME TOO SATURATED WITH DEBRIS,
SEDIMENT, ETC., AND REMOVAL OF THESE ITEMS IS NOT POSSIBLE, WATTLE BARRIERS SHOULD BE
REPLACED.
·STAKES SHOULD BE USED TO ANCHOR THE WATTLE BARRIER ADEQUATELY TO THE GROUND TO
PREVENT SCOURING AND WASHOUT DURING STORM EVENTS.
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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
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 documented in the manner
described:
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency 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 30 days. 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.
(c)All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
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).
(a)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.
(b)Anticipated bypasses and unanticipated bypasses.
(c)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 Division's Emergency Response personnel at (800) 662-7956, (800)
858-0368 or (919) 733-3300.
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W
W
W
W
W
W
W
W
W
S
S
SS
SS
FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FFE = 48.14
BEE = 47.85
FF
E
=
4
7
.
9
5
BE
E
=
4
7
.
6
6
FFE = 47.55
FF
E
=
4
8
.
1
4
BE
E
=
4
7
.
8
5
FFE = 48.14
BEE = 47.85
FF
E
=
4
7
.
9
5
BE
E
=
4
7
.
6
6
FF
E
=
4
7
.
9
5
BE
E
=
4
7
.
6
6
FFE = 48.29
BEE = 48.00
FF
E
=
4
7
.
9
5
BE
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=
4
7
.
6
6
FF
E
=
4
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.
9
6
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4
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.
6
7
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=
4
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.
0
7
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.
7
8
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4
8
.
0
7
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4
7
.
7
8
39
38
37
36
35
34
33
39 38 37 36 35 34 33
46.54645
47
47
4
4
4
5
4
6
47
47
48
47
46
47
4
6
4
6
4
6
47 47
4
6
47
47
39 38 37 36 35 34 33
45
46
46
.
5
4
6
46
46
46
46
47
47
4
6 4
6 47
46 454646
46
44
45
46
47
47
47
47
47
47
4
7
47
47
46
46 46
4
6
4
6
46
47
47
47
4747
47
44
46
45
44
4
6
464646454546464546454645
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FI
R
E
F
I
R
E
FIRE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSS
SS
SSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSS
SS SS SS SS
SSSSSS
SS
SSSSSSSSSSSSSSSS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
FES-100
MH-101 CB-103CB-102
CB-104 CB-105 CB-106 MH-107
CB-120
CB-121
CB-122
RD-2A
CB-123 YD-124
RD-3B
CB-108 CB-109 CB-110 MH-111 CB-112 CB-113
CB-114
CB-130 CB-131
RD-3A
YD-133
CB-132 CB-134
RD-5A
RD-4A
CB-135 CB-150
YD-151 YD-152
YD-153
YD-154
RD-7A
RD-6A
CB-155
CB-158
CB-156
CB-157
YD-160B
RD-5B
RD-6B
YD-161
RD-8B
RD-7B
YD-137
CB-136 CB-138
RD-8A
CB-139 CB-140
CB-142
MH-141
CB-143 CB-144
FES-200
CB-201
RD-MUA
CB-202 CB-203
CB-204
CB-205
YD-206
RD-1A
RD-1B
YD-207
RD-2B
YD-208
YD-209
RD-11B
YD-210
RD-11A
CB-211 CB-212
RD-10A
CB-213 CB-230
YD-231
RD-9B
YD-232
YD-233B
RD-4B
RD-10B
CB-214 CB-215
RD-9A
MH-216CB-217 CB-218 CB-219
FES-400
CB-401
CB-402
FES-403
CB-410
CB-411
FES-300
MH-301
CB-302
CB-303
RD-MUB
MH-304B
CB-305
RD-CLUB
MH-309
MH-308
CB-306
CB-307
CB-310
CB-311 CB-312 CB-313
PES-501
PES-500
MH-320
CB-323
MH-321
CB-322
MH-304A
YD-233A
YD-160A
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
WET POND #1
[SEE DETAILS]
FUTURE DEVELOPMENT
(POND SIZED FOR BUA FOR
THE ENTIRE PARCEL)
LE
N
D
I
R
E
R
D
.
WET POND #2
[SEE DETAILS]
PROPOSED RETAINING WALL WITH
6' TALL ALUMINUM RAILING
TW = 46.50 | BW = 40.00
(STRUCTURAL DESIGN BY OTHERS)
[SEE DETAIL]
PROPOSED RETAINING WALL WITH
6' TALL ALUMINUM RAILING
TW = 46.50 | BW = 40.00
(STRUCTURAL DESIGN BY OTHERS)
[SEE DETAIL]
WET POND #1 OUTLET STRUCTURE
[SEE DETAIL]
PROPOSED DROP INLET AT
EXISTING PIPE
[RIM = 43.50]
6' VEGETATED SHELF
[SEE DETAIL]
FOREBAY SPILLWAY
[SEE DETAIL]
WET POND #2 OUTLET STRUCTURE
[SEE DETAIL]
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
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P
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U
A
L
L
A
Y
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:
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:
FI
N
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A
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D
F
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:
PR
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C
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/
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T
A
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S
:
DR
A
W
I
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F
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SEAL
CL
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N
:
12
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(9
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7
0
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)
(
9
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(
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19244.PE
72
4
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A
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,
L
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33
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C-4.0
11
.
1
5
.
2
2
1"
=
5
0
'
DJ
F
MM
DJ
F
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 OR NCDOT STD 840.16 | 840.46]
YI =YARD INLET (2-SIDE OPEN THROAT)[NCDOT STD. 840.04]
BC =BOTTOM OF CURB (GUTTER/FLOWLINE) ELEVATION
BEE =BREEZEWAY ENTRANCE 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
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
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.)ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM, PER THE APPROVED PLANS. LOTS / BUILDING PADS
SHALL BE FILLED AS NECESSARY TO FACILITATE IMPERVIOUS DRAINAGE TO THE STORM CONVEYANCE SYSTEM AND SCM
(STORMWATER CONTROL MEASURE).
3.)NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES.
4.)ALL STORM DRAINAGE STRUCTURES SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS AND SHALL BE TRAFFIC RATED
FOR H-20 LOADS AT A MINIMUM.
5.)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.
6.) 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.
7.)PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM.
8.)CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO MATCH
PROPOSED GRADES.
9.)ALL EXISTING DITCHES AND OUTFALLS SHALL BE PROPERLY MAINTAINED AND FREE OF ALL VEGETATIVE DEBRIS OR
ENCUMBRANCES.
1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
ASPHALT AREA NOTE:
1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
BUILDING PAD NOTES:
DRAINAGE NOTES:
WET POND #1 EMERGENCY SPILLWAY
[SEE DETAIL]
RIPRAP APRON
[TYPICAL - SEE DETAIL]
WET POND #2 EMERGENCY SPILLWAY
[SEE DETAIL]
*AMENITY BUILDING AND
POOL AREA SUBJECT TO
CHANGE WITH FINAL
BUILDING AND POOL LAYOUT
N O R T H C AROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
A
L
D
A
NIEL J . F I S K
0 4 0 5 0 1
MAT
C
H
L
I
N
E
(
S
E
E
C
-
4
.
1
)
0.1 ACRE OPEN WATER
IMPACT PER SAW-2012-00821
PERMANENT DRAINAGE EASEMENT
DB 5977, PG 2760
NCDOT PROJECT U-4751
2,536 SQ. FT. ±
"LENDIRE ROAD CONDEMNATION
TRACT" 7241 MARKET ST LLC
DB 6485, PG 2168
0.937 AC. ±
60' PERMANENT UTILITY EASEMENT
DB 5406, PG 151
60' ACCESS EASEMENT
MB 34, PG 45
STATION 10+00
NCDOT PROJECT U-4751
1.
P
E
R
A
M
E
N
I
T
Y
/
C
O
U
R
T
Y
A
R
D
L
A
Y
O
U
T
R
E
V
I
S
I
O
N
02
.
1
3
.
2
3
PROPOSED DROP INLET AT
EXISTING PIPE
[RIM = 43.50]
17 LF 24" Ø RCP III @ 0.35% SLOPE
INV UP = 37.41 | INV DN = 37.35
PROPOSED DROP INLET
RIM = 44.00
INV IN = 40.25 | INV OUT = 40.22
10 LF 15" Ø RCP III @ 0.3% SLOPE
2.
P
E
R
N
C
D
O
T
C
O
M
M
E
N
T
S
04
.
0
3
.
2
3
Approval is for the placement of
this cross pipe Only. No other
proposed work on this page is
being approved at this time.
30
.
0
'
30
.
0
'
X
X
L
P
UT
UT
UT
4
6
45
45
45
45
45
45
45 4
5
45
45
45
45
45
45
45
45
4
5
45
45
45
44
44
44
44
44
44
4
4
44
44
44
44
44
44
44
44
44
44
44
44
44
44
44 44
44
44
44
44
44
44
43
43
43
43
43
4343
43
43
4
3
43
43
43
43
43
43
43
43
42
42
42
4
2
42
42
42
42
42
42
42
42
42
42
42
42
41
41
4
1
41
41
41
41
40
4
0
39
ABANDON
E
D
A
C
L
R
A
I
L
R
O
A
D
R
/
W
D.B. 1389,
P
G
.
1
1
2
2
D.B. 1397,
P
G
.
6
5
6
MIXED-USE
BLDG 12
3 STORY
7,758 SF COMMERCIAL
(24) 1-BDRM APTS
MAINT. OFFICE & PET SPA AREA
FFE = 47.55
39
38
37
36
35
34
33
39 38 37 36 35 34 33
46.54645
4
4
4
5
4
6
47
4
6
4
6
39 38 37 36 35 34 33
45
46
46
.
5
44
45
46
W
W
W
W
W
W
FM
FM
FM
FM
FM
FM
FM FM FM
SS
60' R.O.W.
X
X
X
45
45
45
44
44
4
4
44
44
44
44
43
43
43
42
42
42
41
45
46
46
.
5
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
60' R.O.W.
10+00
11+00
9+50 10+00 11+00
35
40
45
50
35
40
45
50
44
.
4
44
.
3
39
.
6
3
(L
E
N
D
I
R
E
R
O
A
D
S
R
2
8
9
2
)
EX
I
S
T
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E
D
G
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O
F
P
A
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E
EX
I
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T
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N
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R
I
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T
-
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F
-
W
A
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EX
I
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EX
I
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N
G
R
I
G
H
T
-
O
F
-
W
A
Y
3.1'
2.0'
100 LF 15" Ø RCP III @ 0.25%
PO
N
D
#
2
S
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PR
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1.5'1.5'
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
LE
N
D
I
R
E
R
D
.
WET POND #2
WET POND #2 OUTLET STRUCTURE
[SEE DETAIL]
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
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:
PEI JOB#:
CO
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:
PR
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:
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N
S
/
S
T
A
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U
S
:
DR
A
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F
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SEAL
CL
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F
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A
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:
12
2
C
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2
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(9
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)
7
9
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6
7
0
7
(
O
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(
9
1
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7
9
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7
6
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(
F
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4
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NO
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19244.PE
72
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60' ACCESS EASEMENT
MB 34, PG 45
STATION 10+00
NCDOT PROJECT U-4751
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PROPOSED DROP INLET
RIM = 44.00
INV IN = 40.25 | INV OUT = 40.22
100 LF 15" Ø RCP III @ 0.25% SLOPE
POND #2 SECONDARY OUTLET STRUCTURE SECTION
*OUTLET PIPE
100 LF 15" RCP (CL.III)
INV. UP = 40.50
INV. DOWN = 40.25
SLOPE = 0.25%
NOT TO SCALE
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
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NORMAL POOL EL. = 40.00
TOP OF RISER = 43.75
(3'X3' GRATE OPENING)
6"
6" EXTENDED BASE
(AS REQ'D.)
4"
6"
REINFORCED CONCRETE BOX
(CONTRACTOR SHALL SIZE FOR
3'x3' TOP GRATE OPENING)
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LEGEND
EX. GRAVITY SEWER
EX. UNDERGROUND GAS
EX. UNDERGROUND TELEPHONE
EX. OVERHEAD ELECTRIC
EX. WATER MAIN
EX. WATER VALVE
EX. POWER POLE
EX. HYRANT
EX. SEWER MANHOLE
EX. STORM DRAINAGE LINE
STORM DRAIN LINE
STORM INLET (CURB & DROP)
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WET POND #2
WET POND #2
OUTLET STRUCTURE
[SEE DETAIL]PROPOSED DROP INLET
RIM = 44.00
INV IN = 40.25 | INV OUT = 40.22
100 LF 15" Ø RCP III @ 0.25% SLOPE
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MILL AND OVERLAY
1.5" SF 9.5 B
[20'L x 8'W]
OPEN CUT SECTION OF
ASPHALT AND PROVIDE
FULL DEPTH REPAIR
[20'L x 6'W]
(SEE DETAIL)
0 10 20 40 80
SCALE: 1"=20'
GRAPHIC SCALE
SCALE: 1" = 20'
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
SCALE: 1" = 50'
APPROXIMATE LOCATION OF
EXISTING 6" FORCEMAIN.
CONTRACTOR SHALL VERIFY
LOCATION AND DEPTH IN THE FIELD
APPROXIMATE LOCATION OF
EXISTING 8" WATER MAIN.
CONTRACTOR SHALL VERIFY
LOCATION AND DEPTH IN THE FIELD
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TRAFFIC CONTROL PLAN
1.BEGINNING WORK AND STREET CLOSING: TRAFFIC CONTROL FOR THIS CONTRACT SHALL BE IN
ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,
ALONG WITH THE FOLLOWING SECTION OF THESE SPECIAL PROVISIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE NCDOT BEFORE ANY ROAD OR LANE CLOSURE.
THE CONTRACTOR SHALL CALL THE DIVISION 3 ENGINEER AT (910) 341-2000 WHEN CLOSING A ROAD OR
LANE SO THAT EMERGENCY SERVICES CAN BE NOTIFIED.
3. RIGHT OF WAY USE PERMIT: THE CONTRACTOR WILL NOT BE RESPONSIBLE FOR OBTAINING THE
RIGHT-OF-WAY USE PERMIT(S) FROM NCDOT.
4. TRAFFIC CONTROL PLAN: TRAFFIC CONTROL WILL BE PERFORMED BY THE CONTRACTOR BASED ON THE
TRAFFIC CONTROL SPECIAL PROVISIONS. THE TRAFFIC CONTROL SPECIAL PROVISIONS MAY REFER TO PLAN
SHEET FOR MAJOR WORK ITEMS. THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE CURRENT
EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE CURRENT EDITION OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) SUPPLEMENT TO THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. THE NCDOT ROADWAY STANDARD DRAWINGS,
AND THE CURRENT EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
5. THE CONTRACTOR SHALL MAINTAIN THE TRAFFIC CONTROL AS DESCRIBED HEREIN UNLESS THE
CONTRACTOR SUBMITS AN ALTERNATE TRAFFIC CONTROL PLAN TO NCDOT AND IS APPROVED BY NCDOT.
NCDOT MAY DIRECT THE CONTRACTOR TO MODIFY TRAFFIC CONTROL, IF IN THE OPINION OF NCDOT,
TRAFFIC IS NOT MOVING SAFELY OR EFFICIENTLY.
6. CONSTRUCTION OR MAINTENANCE WORK WHICH INVOLVES CLOSURE OF A LANE OF TRAFFIC WILL NOT BE
ALLOWED DURING PEAK FLOW HOURS UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENT.
7. THE CONTRACTOR SHALL USE FLAGGER CONTROL AND SHALL MEET IN ACCORDANCE WITH THE LATEST
EDITION OF THE MUTCD AND THE NCDOT 2018 STANDARD ROADWAY DRAWINGS AND STANDARD
SPECIFICATIONS. IN AREAS OF DROP-OFFS AND LOW SHOULDER THE CONTRACTOR SHALL BACKFILL UP TO
THE EDGE AND ELEVATION OF THE EXISTING PAVEMENT. THE CONTRACTOR WILL BE REQUIRED TO
MAINTAIN INGRESS AND EGRESS TO ALL BUSINESSES AND DWELLINGS, AND EASY ACCESS TO FIRE
HYDRANTS. THE CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY WITHIN
THE PROJECT AREA FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL MARK ALL HAZARDS
WITHIN THE PROJECT LIMITS WITH WELL-MAINTAINED SIGNS, BARRICADES, WARNING AND/OR CHANNELING
DEVICES.
8. THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, RELOCATE, MAINTAIN AND REMOVE ALL
TEMPORARY TRAFFIC CONTROL DEVICES NECESSARY FOR CONTROLLING TRAFFIC. THE CONTRACTOR
SHALL NOTIFY NCDOT REGARDING CONFLICTING PERMANENT SIGNS. ONLY THE NCDOT PERSONNEL SHALL
INSTALL, REMOVE OR RELOCATE ANY PERMANENT SIGNS WITHIN THE RIGHT-OF-WAY. ALL CONSTRUCTION
SIGNS AND BARRICADES SHALL REMAIN IN PLACE UNTIL THE APPROPRIATE PERMANENT SIGNS AND
PAVEMENT MARKINGS ARE INSTALLED.
9. PEDESTRIAN CONSIDERATION: THE CONTRACTOR SHALL REASONABLY ACCOMMODATE THE NEEDS OF ALL
PEDESTRIANS.
10. EQUIPMENT AND MATERIAL STORAGE: DURING PERIODS OF CONSTRUCTION INACTIVITY, ALL
CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE STORED BY THE CONTRACTOR AS SPECIFIED IN
SECTION XI, PART D OF THE WATCH HANDBOOK.
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