HomeMy WebLinkAboutDriveway Permit 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
December 20, 2023
Bryant Ligon
FDCC, LLC
1208 Main Street
Summerville, SC 29483
Subject: Permit D033-065-23-00017 for the Townes at Park Place is located on Carolina Beach
Road (US 421 in New Hanover County.
Dear Sir:
Your request for the subject development access has been approved per the attached plans dated
August 16, 2023 (sealed by Timothy G. Clinkscales, PE with Paramounte Engineering, Inc.), are
subject to the following conditions and the attached Driveway Permits Standard Conditions.
•This is for a driveway connection to Carolina Beach Road (US 421) and the roadway
improvements for the extension of the right turn lane.
•No obstructions shall be allowed in the location of the right of way (10 ft X 70 ft) sight
triangles along the right of way line including the sight distance at the sites accesses along
the roadway. The applicant/HOA shall conduct a routine vegetations removal as part of
maintenance operation to provide a safe line of sight.
•A $107,000.00 performance and indemnity bond from Heath Grading and Utility, Inc. has
been posted with the North Carolina Department of Transportation and is hereby obligated
to cover roadway improvements under this driveway permit.
•The bond will be held for a minimum of one year from the initial inspection and acceptance
date of the roadway work within the NCDOT right-of-way.
•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.
•This driveway is considered a commercial type of driveway and it shall be maintained by
the property owner/developer/HOA/POA per NCDOT policy.
•The terms and conditions of this permit shall be incorporated into any lease or sales
agreement and all lots (outparcels), including all remaining undeveloped tracts within the
subject development, shall be served internally.
•The developer is responsible for obtaining all permits and approvals necessary for the
development of this project prior to commencement of any construction activities within
the NCDOT right-of-way.
•This driveway permit does not include any utility connections or approvals within the Right-
of-Way. Such approvals are managed through a separate Encroachment Agreement.
•All improvements, i.e., roadway pavement widening, traffic control, pavement markings,
etc., shall be constructed following the 2018 NCDOT Standard Specifications for Roads and
Structures and the 2018 NCDOT Roadway Standard Drawings.
•Time Restriction – Peak Hours Restricted: No lane closures shall be allowed from 6:00am to
9:00am and from 3:00pm to 7:00pm and NO weekend lane closures. (HOURS SUBJECT TO
CHANGE DUE TO TRAFFIC CONDITIONS – NIGHTTIME OPERATIONS WILL BE REQUIRED
WHEN WARRANTED) due the project is located within the vicinity of the schools.
•No lane closures shall be allowed on State holidays and local events.
•Upon completion of construction, a certification memo that has been signed and sealed as
proper under G.S. 89C-16 by a North Carolina Professional Engineer or Professional Land
Surveyor, shall be submitted to the District Engineer prior to opening the access connection
for public use. Supporting documents shall be attached certifying that improvements meet
the approved plan and NCDOT standards. All documentation must be dated and initialed by
the contractor. Verification will include QMS forms (QMS-MV1 and QMS-MV2), inspection
reports, testing reports, or any supporting documentation and calculations. Verification will
cover, but is not limited to sub-grade, pavement structure, drainage, and traffic control
items.
•A pre-construction conference is required prior to beginning construction. To schedule,
contact an engineering technician at the District Office at (910) 398-9100.
Sincerely,
Jon Roan, Deputy Assistant District Engineer
for Benjamin T. Hughes, P.E. District Engineer
BTH/Jr
ec: Kathy Stephens, New Hanover County Maintenance Engineer, NCDOT
Stonewall Mathis, P.E., Division Traffic Engineer, NCDOT
Robert Farrell, Senior Current Planner, New Hanover County
APPLICATION IDENTIFICATION N.C. DEPARTMENT OF TRANSPORTATION
Driveway
Permit No.
Date of
Application STREET AND DRIVEWAY ACCESS
County: New Hanover PERMIT APPLICATION
Development Name: Townes at Park Place
LOCATION OF PROPERTY:
Route/Road: Antoinette Drive (SR 1247)
Exact Distance 0.27 Miles N S E W
Feet
From the Intersection of Route No. US Hwy 421 and Route No. SR 1247 Toward Normandy Dr.
Property Will Be Used For: Residential /Subdivision Commercial Educational Facilities TND Emergency Services Other
Property: is is not within Wilmington City Zoning Area.
AGREEMENT
I, the undersigned property owner, request access and permission to construct driveway(s) or street(s) on public right-
of-way at the above location.
I agree to construct and maintain driveway(s) or street entrance(s) in absolute conformance with the current “Policy on
Street and Driveway Access to North Carolina Highways” as adopted by the North Carolina Department of
Transportation.
I agree that no signs or objects will be placed on or over the public right-of-way other than those approved by NCDOT.
I agree that the driveway(s) or street(s) will be constructed as shown on the attached plans.
I agree that that driveway(s) or street(s) as used in this agreement include any approach tapers, storage lanes or
speed change lanes as deemed necessary.
I agree that if any future improvements to the roadway become necessary, the portion of driveway(s) or street(s)
located on public right-of-way will be considered the property of the North Carolina Department of Transportation, and I
will not be entitled to reimbursement or have any claim for present expenditures for driveway or street construction.
I agree that this permit becomes void if construction of driveway(s) or street(s) is not completed within the time
specified by the “Policy on Street and Driveway Access to North Carolina Highways”.
I agree to pay a $50 construction inspection fee. Make checks payable to NCDOT. This fee will be reimbursed if
application is denied.
I agree to construct and maintain the driveway(s) or street(s) in a safe manner so as not to interfere with or endanger
the public travel.
I agree to provide during and following construction proper signs, signal lights, flaggers and other warning devices for
the protection of traffic in conformance with the current “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 District Engineer.
I agree to indemnify and save harmless the North Carolina Department of Transportation from all damages and claims
for damage that may arise by reason of this construction.
I agree that the North Carolina Department of Transportation will assume no responsibility for any damages that may
be caused to such facilities, within the highway right-of-way limits, in carrying out its construction.
I agree to provide a Performance and Indemnity Bond in the amount specified by the Division of Highways for any
construction proposed on the State Highway system.
The granting of this permit is subject to the regulatory powers of the NC Department of Transportation as provided by
law and as set forth in the N.C. Policy on Driveways and shall not be construed as a contract access point.
I agree that the entire cost of constructing and maintaining an approved private street or driveway access connection
and conditions of this permit will be borne by the property owner, the applicant, and their grantees, successors, and
assignees.
I AGREE TO NOTIFY THE DISTRICT ENGINEER WHEN THE PROPOSED WORK BEGINS AND WHEN IT IS
COMPLETED.
2004-07 NOTE: Submit Four Copies of Application to Local District Engineer, N.C. Department of Transportation TEB 65-04rev.
61-03419
for Benjamin T. Hughes, P.E. 12/20/2023
Division 3, District 3 Updated 07/26/2023.
The Standard Conditions in this document apply to this and all driveway permits issued by District 3.
Driveway Permit Standard Conditions
District Office Contact Information: 5911 Oleander Drive, Suite 101
Wilmington, NC 28403
(910) 398-9100
SC1 A Pre-Construction meeting must be held with the District Office within 90 days of approval. All locates Shall be
completed prior to the scheduling of meeting.
SC2 The Permittee shall follow any and all revisions shown in RED on attached plan(s).
SC3 The driveway 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 Permittee 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 Permittee 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 driveway permit. 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 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.
SC8 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.
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 the
District Engineer.
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.
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
Division 3, District 3 Updated 07/26/2023.
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 Permittee 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 Permittee 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 Permittee.
SC19 If modifications to a traffic signal are required under this permit, 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 permit, the permittee 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 Permittee
to notify the municipal authorities.
SC23 The Permittee shall comply with all applicable Federal, State, and local statutes, rules, regulations, and ordinances
that may be imposed by other governmental agencies. The Permittee 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 Driveway Permit 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 Permittee 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.
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).
Division 3, District 3 Updated 07/26/2023.
SC34 The Permittee shall comply with all OSHA requirements and provide a competent person on site to supervise
excavation at all times.
SC35 The Permittee 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 Permittee.
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 permittee 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 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 It shall be unlawful for any person, firm, or corporation to erect, maintain, or operate upon his own land, or the land of
another, any farm gate or other gate which, when opened, will project over the right-of-way of any State highway.
Proposed gates are required to be located far enough from the edge of pavement so as not to interfere with roadway
traffic flow; minimum 100’ from the Right of Way. See North Carolina General Statute 136-94.
SC43 If this is a Temporary Driveway Permit then it is for temporary access only. All ingress/egress points for
permanent access to this property shall be applied for per the Policy on Street and Driveway Access to North
Carolina Highways. All Temporary Driveway Permits are for a 90-day period at which an extension will be
required, or permanent request petitioned.
SC44 The applicant/property owner shall be responsible to perform routine maintenance of the driveway(s) to ensure all
applicable concrete median islands, traffic signs, pavement markings and reflectors remain in compliance as
permitted.
SC45 Sidewalk closures shall be installed, as necessary. Pedestrian traffic shall be detoured around these closures and shall be
signed appropriately and in accordance with The American with Disabilities Act Accessibility Guidelines. The
encroaching party must adhere to the guidelines for accommodating pedestrians in encroachment work zones as
described in the NCDOT Pedestrian Work Zone Accommodations Training found at
https://www.youtube.com/watch?v=AOuYa5IW3dg&feature=youtu.be
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DISTRICT 3 ENGINEER’S OFFICE
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
DATE:
TO:
FROM:
August 17, 2023
Belinda West
Accounting Tech IV
General Ledger Unit
Benjamin T. Hughes, PE
District Engineer
SUBJECT: Driveway Permit Inspection Fee
D033-065-23-00017
US421
Townes at Park Place
Permit Number:
Road Number:
Project:
First National Bank
14771
$50.00
47900024
150245
3.106511
2712
BTH/bea
Attachment
cc: File
Bank:
Check #:
Amount:
GL Acct:
Cost Ctr:
WBS:
Function:
Paramounte Engineering, Inc
122 Cinema Drive
Wilmington, NC 28403
D033-065-23-00017
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 MAIL SERVICE CENTER
Telephone: 910-398-9100
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
5911 OLEANDER DRIVE, SUITE 101
WILMINGTON, NC 28403
November 20, 2023
Memorandum To: Stephanie Benson
Accounts Receivable
From: Benjamin T. Hughes, PE
District Engineer
Subject: Driveway Permit Performance Indemnity Bond
Permit Number: D033-065-23-00017
Road Number: US 421
Project: Townes at Park Place
Health Grading and Utility, Inc.
2422 Wrightsville Avenue
Wilmington, NC 28403
Surety: The Ohio Casualty Insurance Company
Amount: $107,000.00
Upon satisfactory completion of this project, we will notify your office that a refund may be issued.
BTH/tlb
Attachment
Cc: File
COVER SHEET
GENERAL NOTES
AUGUST 2023
APPLICANT:
THE TOWNES AT PARK PLACE
FDCC LLC
128 S MAIN STREET, SUITE 2
SUMMERVILLE, NC 29483
NCDOT DRIVEWAY & OFFSITE TRAFFIC IMPROVEMENTS
NEW HANOVER COUNTY, NORTH CAROLINA
PROPERTY OWNER:
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.
Know what's below.
before you dig.Call
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PREPARED BY:
PROJECT # 22321.PE
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122 Cinema Drive Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
THE TOWNES AT PARK PLACE
SHEET NUMBER SHEET TITLE
PROJECT CONSULTANTS
SHEET INDEX
AUGUST 16, 2023
SURVEYOR
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NC 28403
(910-791-6707)
ENGINEER/ LAND PLANNER/ LANDSCAPE ARCHITECT
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NC 28403
CIVIL: TIM CLINKSCALES, PE (910-791-6707)
LANDSCAPE ARCHITECT: ALLISON ENGEBRETSON, RLA (910-791-6707)
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STRIPING PLANC-8.2
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PH: 910-350-2242
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GENERAL PH: 919-332-6550
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GENERAL PH: 800-452-2777
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ATTN: STEVE DAYVAULT
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COORDINATION NOTES:
1.THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION
OF THESE PLANS.
2.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH NEW HANOVER
COUNTY, CFPUA, AND THE STATE OF NORTH CAROLINA.
3.THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO
BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF
THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT
PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4.ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR
IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN
THE RECORDED EASEMENT.
5.CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDING
DIMENSIONS AND DETAILS.
GENERAL NOTES:
1.TREE INVENTORY 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, NEW HANOVER COUNTY, OR CFPUA, RESPECTIVELY.
17. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA
COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS
FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE
PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR
REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949
AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR
CONTACTING ALL NONSUBSCRIBING UTILITIES.
18. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,
ETC., THAT MAY BE REQUIRED.
19. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
20. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE REFLECTIVE MARKINGS AND SHALL CONFORM
TO MUTCD. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL
BE WHITE.
21. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO
INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT
ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS.
22. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS
OTHERWISE NOTED.
DEMOLITION NOTES:
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING
SERVICE CONNECTIONS WHEN NECESSARY.
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE CONSIDERED UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE GEOTECHNICAL ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE
PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION HAS BEGUN.
AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION
AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER
DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER.
7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION.
8. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL
FROM THE PROPERTY AND PROPER DISPOSAL.
9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND
UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH
THE SITE WITH THE RESPECTIVE COMPANIES.
10. CONTRACTOR SHALL MAINTAIN REQUIRED DISTANCES FROM HIGH VOLTAGE OVERHEAD LINES AND
REMOVE TREES SO THEY DO NOT FALL TOWARDS OVERHEAD ELECTRICITY.
11. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
12. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
13. EXISTING FIRE HYDRANTS ON OR NEAR THE SITE ARE TO REMAIN IN SERVICE.
14. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS,
BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS.
ROOF DRAIN NOTE:
1)PROPOSED BUILDING SHALL DIVERT ROOF DRAINAGE TO
STORMWATER COLLECTION SYSTEM.
WETLAND NOTES:
1)THERE ARE WATERS OF THE U.S. ON THE PROPERTY AS SHOWN.
GENERAL STORM SEWER NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NEW
HANOVER COUNTY REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN
THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE
DRAWINGS.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
INDICATED OTHERWISE ON PLANS.
NC ACCESSIBILITY NOTES:
GENERAL NOTES:
1.SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT (2010
ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
2.IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS.
PARAMOUNTE ENGINEERING HAS DEVELOPED THESE NOTES AND DETAILS TO ASSURE THAT
CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN TIME WHEN THEY ARE BIDDING
THE PROJECT. IN ADDITION, PARAMOUNTE ENGINEERING HAS MADE A POINT IN THESE NOTES AND
DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES / GRADES AND DIMENSIONS THAT
COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA
BUILDING CODE/ANSI A117.1 AND APPLICABLE LOCAL LAWS & REGULATIONS. IF THESE SLOPES / GRADES
AND DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT THE OWNER
IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK.
3. THE CONTRACTOR SHALL NOTIFY PARAMOUNTE ENGINEERING IMMEDIATELY OF ANY CONFLICT
BETWEEN THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY PARAMOUNTE
ENGINEERING OR OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE
ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN RESOLVED. NO
CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES AS A RESULT OF RESOLUTION OF
ANY SUCH CONFLICT(S).
4.THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND DIMENSIONAL
REQUIREMENTS ONLY. REFER TO SIDEWALK, CURBING, AND PAVEMENT DETAILS FOR ADDITIONAL
INFORMATION.
ACCESSIBLE ROUTE NOTES:
1.AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING
SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC STREETS OR SIDEWALKS; AND PUBLIC
TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE.
2.AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES,
ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.
3.WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A MAXIMUM RUNNING
SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0%.
4.ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER
THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB RAMPS.
5.TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE FLUSHAND FREE
OF ABRUPT VERTICAL CHANGES (1/4 INCH MAXIMUM VERTICAL CHANGE IN LEVEL PERMITTED).
6.FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.
7.THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE FORTY-EIGHT (48) INCHES
MINIMUM MEASURED BETWEEN HANDRAILS WHERE HANDRAILS ARE PROVIDED (NC BUILDING CODE
1104.1 & 1104.2).
8.WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN
FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES MINIMUM
APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN, AND FORTY-TWO (42)
INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE
THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES MINIMUM.
.* SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES*
9.AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES SHALLPROVIDE PASSING
SPACES AT INTERVALS OF TWO HUNDRED (200) FEET MAXIMUM. PASSING SPACES SHALL BE EITHER A
SIXTY (60) INCH MINIMUM BY SIXTY (60) INCH MINIMUM SPACE; OR AN INTERSECTION OF TWO (2)
WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND
ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE
INTERSECTION.
10.DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE
AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ ANSI
A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
11.DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE
SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES.
12. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE. IN THE EVENT
THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE, THE GRATE SHALL COMPLY
WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), A117.1, THE NC BUILDING CODE,
AND APPLICABLE LOCAL LAWS & REGULATIONS
RAMP NOTES:
1.ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5% SHALL BE
CONSIDERED A RAMP.
2.THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL
BE 2.0%.
3.THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES (NC BUILDING CODE
1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH SHALL BE MEASURED
BETWEEN THE HANDRAILS.
4.THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM.
5. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE
NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE
AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY (60)
INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A
CLEAR LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM.
6.RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES SHALL HAVE HANDRAILS ON BOTH SIDES
COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING
CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
7. FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT.
8.EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE
NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS & REGULATIONS SHALL BE PROVIDED ON
EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS.
9.WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES
REQUIRED BY THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING
CODE/ANSI A117.1 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE DOORS
THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO
PROVIDE A COMPLIANT TURNING SPACE.
CURB RAMP NOTES:
1.THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE
SHALL BE 2.0%.
2.COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE
CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT SURFACES AT TRANSITIONS AT CURB
RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL.
3.THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES (36) MINIMUM, EXCLUSIVE OF FLARED SIDES, IF
PROVIDED. *NOTE NC BUILDING CODE REQUIRES EXTERIOR ACCESSIBLE ROUTES TO BE 48 INCHES
MINIMUM WIDE (1104.1 & 1104.2).*
4.LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING
SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS
WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO THE LANDING. LANDINGS SHALL
HAVE A SLOPE NOT STEEPER THAN 2% IN ANY DIRECTION.
5.IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT IS
NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES.
6.WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%.
7.CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT
PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. CURBS AT
MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED
SIDES.
8.CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED
VEHICLES.
9.IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR (24) INCH DEEP DETECTABLE
WARNING COMPLYING WITH 406.12 A117.1, EXTENDING THE FULL WIDTH OF THE RAMP. REFERTO
DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT, ORIENTATION AND NOTES. THE NC
BUILDING CODE DOES NOT CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO
THE 2010 ADA STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE.
10.FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED, ½ INCH WIDE BY ¼ INCH DEEP, ONE (1)
INCH CENTERS TRANSVERSE TO THE RAMP.
11.WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.
12.WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK
AND NOT ON THE SIDEWALK.
13.WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE
RAMP AREA.
14.CURB RAMP TYPE AND LOCATION ARE PER PLAN.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL EXPOSED
PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3:1 WITHIN 7
CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. GROUND COVER SHALL BE PROVIDED ON
ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM
STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
HANDBOOK.
3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE
PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR
LAND DISTURBANCE.
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED
ON THE SITE AT ALL TIMES.
6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE
PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS STAGING OR STORAGE
AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN
TO THE OWNER FOR REVIEW AND TO NEW HANOVER COUNTY FOR APPROVAL. CONTRACTOR SHALL PAY
ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
7.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY EITHER THE
REVIEWING AGENCY OR THE ENGINEER..
8.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES
DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS
ACHIEVED.
9.ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE SODDED OR
SEEDED AS INDICATED AND STABILIZED.
10.DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE
PRIOR TO DISCHARGE TO RECEIVING OUTLET.
11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS
OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE
STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
ENGINEER.
13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING
AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREA.
14. WHEN CROSSING CREEK OR DRAINAGE-WAY, THE DIVISION OF WATER QUALITY SHALL BE CONTACTED
PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP-RAP WITH FABRIC ALONG
DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER
THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY.
EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR EACH
"PHASE" OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH PART OF THE
PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION CONTROL
DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE DISTURBANCE IS STABILIZED AND ALL
IMPROVEMENTS WITHIN THE DISTURBANCE LIMITS ARE COMPLETE.
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF
DISTURBANCE, AND TEMPORARY SILT FENCE.
2. CLEAR AND REMOVE FROM SITE TREES AS DESIGNATED, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN THE DESIGNATED CLEARING LIMITS.
3. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA
DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE COMMENCING
CONSTRUCTION.
4. PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 WORKING DAYS OF CEASE OF ANY GRADING
ACTIVITY.
5. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET, ETC., THE
CONTRACTOR SHALL INSTALL INLET PROTECTION TO PREVENT SEDIMENT FROM ENTERING THE
DRAINAGE SYSTEM.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO
THE FAILURE OF THE EROSION CONTROL MEASURES.
7. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETE, THE CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL APPROVAL BY
ENGINEER OR EROSION CONTROL INSPECTOR.
8. UPON RECEIVING FINAL APPROVAL, THE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL
MEASURES.
9. THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN GRASS & PLANTED
AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
EROSION CONTROL MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY 1/2-INCH OR GREATER RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES
OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE
IMMEDIATELY REMOVED.
3. SEDIMENT FENCE / SEDIMENT FENCE OUTLETS - SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT
FENCE WHEN IT BECOMES HALF-FILLED. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. STAKES MUST BE STEEL, AND SPACED 6 FEET WITH EXTRA STRENGTH FABRIC
AND NO WIRE BACKING. STAKE SPACING CAN BE 8 FEET WHEN STANDARD STRENGTH FABRIC AND WIRE
BACKING ARE USED. IF ROCK FILTERS (OR EXCELSIOR WATTLES) ARE DESIGNED AT LOW POINTS IN THE
SEDIMENT FENCE THE ROCK OR WATTLE WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF
SEDIMENT, NO LONGER DRAINS, OR IS DAMAGED.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS ON THESE PLANS AND CONTRACT SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
5. INLET PROTECTION - SEDIMENT SHALL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL, BLOCK AND
GRAVEL, OR ROCK-PIPE INLETS, WHEN IT REACHES HALF-FILLED. ROCK WILL BE CLEANED OR REPLACED
WHEN NO LONGER DRAINS. SILT SACKS, BEAVER DAMS, SANDY SACKS, AND SOCKS NEED CHECKING
EVERY WEEK AND AFTER RAIN.
6. OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER RAINFALL EVENTS
TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER OFFSITE
SEDIMENTATION.
7. EMERGENCY SPILLWAY / FOREBAY PROTECTION - AFTER EVERY HIGH-WATER EVENT INSPECT THE
INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHEN BANKS. IMMEDIATELY MAKE ALL
NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP LINED APRONS.
RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENT VEGETATIVE COVER.
8. CONCRETE WASHOUTS - CONCRETE WASHOUTS SHOULD BE INSPECTED DAILY AND AFTER HEAVY
RAINS. DAMAGES SHOULD BE REPAIRED PROMPTLY. IF FILLED TO OVER 75% CAPACITY WITH RAIN
WATER IT SHOULD BE VACUUMED OR ALLOWED TO EVAPORATE TO AVOID OVERFLOWS. BEFORE HEAVY
RAINS THE CONTAINERS LIQUID LEVEL SHOULD BE LOWERED OR THE CONTAINER COVERED TO AVOID
AN OVER FLOW DURING RAIN. WHEN SOLIDS HAVE HARDENED THEY SHOULD BE REMOVED AND
RECYCLED.
NC ACCESSIBILITY NOTES CONTD.
PARKING SPACE NOTES:
1.ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF TRAVEL
FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE.
2.ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX (96) INCHES WIDE. ACCESS AISLES SHALL
BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD PROVIDE A VAN ACCESSIBLE AISLE. THE
AISLE SHOULD BE 96 INCHES WIDE (OR ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET).
WHERE PARKING SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS
SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR ACCESS AISLES
ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES, MEASUREMENTS SHALL BE
PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE.
3.PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY
ENTRANCE AND SHALL COMPLY WITH PROVISIONS FORACCESSIBLE ROUTES. MARKED CROSSINGS
SHALL BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE
POSSIBLE, IT IS PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES.
4.TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE.
5.ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE.
6.ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.
7.ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO
BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPTFOR ANGLED VAN PARKING SPACES WHICH
SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES.
8.FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, FIRM
AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY
SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
9.PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN
ALL DIRECTIONS.
10.PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE
ROUTE.
11.PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL
PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT (98) INCHES MINIMUM. SIGNS SHALL BE PROVIDED
AT ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF
VAN ACCESSIBLE PARKING SPACES.
12.EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A MINIMUM CLEAR HEIGHT
OF SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN
ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE
INSTALLED WITH BOLLARD PROTECTION.
13.SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE SECTION 1106.1SHALL
COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA GENERAL STATUTE 20-37.6 AND 136-30 AND
THE NCDOT UNIFORM MANUAL ON TRAFFIC CONTROL DEVICES. A SEPARATE SIGN IS REQUIRED FOR
EACH SPACE. SIGNS TO INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT EACH ACCESSIBLE
SPACE.
14.ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL SYMBOL OF ACCESSIBILITY
SHALL BE PAINTED BLUE (OR ANOTHER COLOR THAT CAN BE DISTINGUISHED FROM PAVEMENT).
PASSENGER LOADING ZONE NOTES:
1.PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE NINETY-SIX (96) INCHES WIDE
MINIMUM AND TWENTY (20) FEET LONG MINIMUM.
2.PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE THAT IS SIXTY (60)
INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE VEHICLE PULL-UP SPACE THEY
SERVE.
3.ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE VEHICULAR WAY.
4.VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL WITH SURFACE SLOPES
NOT EXCEEDING 2.0% IN ALL DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE
VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
5.FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE,
FIRM AND SLIP RESISTANT.
6. VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE FROM AN
ENTRANCE TO THE PASSENGER LOADING ZONE, AND FROM THE PASSENGER LOADING ZONE TO A
VEHICULAR EXIT SERVING THEM, SHALL PROVIDE A VERTICAL CLEARANCE OF ONE HUNDRED FOURTEEN
(114) INCHES MINIMUM.
ACCESSIBLE ENTRANCE NOTES:
1.ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT
(2010 ADA STANDARDS) AND THE NORTH CAROLINA BUILDING CODE, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
2.ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES
ACT (2010 ADA STANDARDS) THE NC BUILDING CODE/ANSI A117.1 AND SHALL BE ON AN ACCESSIBLE
ROUTE.
TEMPORARY SEEDING
GRASS TYPE LBS/ ACRE
TIME OF
SEEDING
FERTILIZER
LIMESTONE
RYE GRAIN 50 OCT. - APR. 400 LBS/AC. 10-20-20
SWEET SUDAN
GRASS 50 JUNE - AUGUST 400 LBS/AC. 10-20-20
GERMAN or
BROWNTOP MILLET 50 JUNE - AUGUST 400 LBS/AC. 10-20-20
STRAW MULCH
AS NEEDED 4,000
PERMANENT SEEDING
GRASS TYPE LBS/ ACRE
TIME OF
SEEDING
FERTILIZER
LIMESTONE
BERMUDA, HULLED
BERMUDA, UNHULLED
10-20
35
MARCH - AUGUST
SEPT. - FEB.BY SOIL TEST
CENTIPEDE 10 MARCH - AUGUST
BY SOIL TEST
(NO HIGH PH)
TALL FESCUE
(COASTAL CULTIVAR
RECOMMENDED)
50 MARCH - AUGUST
300 LB/AC 10-20-20
OR BY SOIL TEST
SLOPES >= 2:1
CENTIPEDE SERICEA
LESPEDEZA
5
20
JAN - DEC BY SOIL TEST
EXISTING UTILITY NOTES:
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE
ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED
UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND
ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE
RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY
DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE
IMMEDIATELY. THE CONTRACTOR SHALL RAISE OR LOWER EXISTING
MANHOLES AND STRUCTURES TO MATCH FINAL GRADES.
01
/
2
7
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2
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8/7/23
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AND ANTOINETTE DRIVE
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6
CAROLINA BEACH RD (US HWY 421)
SOUTHBOUND PUBLIC R/W VARIES
(SPEED LIMIT 45 MPH)
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
FI
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60'
TO RIGHT TURN
ARROW
14
'
STA. 13+06
END RIGHT TURN LANE
EXTENTION / JOIN EXIST. RIGHT
TURN LANE / END WEDGING
STA. 11+02 BEGIN
SOUTHBOUND
WIDENING / BEGIN
WEDGING
5
10
15
25
30
35
20
0
CA
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A
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GE
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E
M
O
P
L
A
N
VICINITY MAP
SCALE: 1" = 1,000'
NORTH
C
A
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A
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.
SITE
40
C-8.1
1"
=
5
0
'
08
.
1
6
.
2
3
CH
B
CH
B
TG
C
8/16/23
N O R T H C AROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
A
L
T
I
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HY C. C L I N K S C A LES
0 2 8 8 4 7
5
10
15
25
30
35
20
0
40
8" C-900 (DR-18) PVC WATER [PRIVATE]
4" C-900 (DR-18) PVC WATER [PRIVATE]
8" C-900 (DR-18) PVC WATER [PUBLIC]
EXISTING 8" WATER MAIN
(2) 18" STORM SEWER
EXISTING 8" WATER MAIN
10'
30'R30'R
SIGHT DISTANCE TRIANGLES
TYPICAL STREET INTERSECTION
NOT TO SCALE
MINIMUM SIGHT TRIANGLE FOR STOP CONDITION WHEN
CONNECTING NEW ROADS TO EXISTING STATE
MAINTAINED ROADS IS 70 FEET ALONG THE RIGHT OF
WAY (ROW) AND 10 FEET ALONG THE NEW RIGHT OF WAY
10'x70' SIGHT
TRIANGLE
70'
10'x70' SIGHT
TRIANGLE
NEW ROAD ROW
EX. ROAD ROW
LEGEND
= ASPHALT OVERLAY
= PROPOSED SIGN
= RIGHT OF WAY
= NEW ASPHALT AREA
= PROPOSED STOP
SIGN ("R1-1")
= APPROX. WEDGING LIMITS
NOTES:
1.)SEE SHEET C-8.2 FOR PAVEMENT MARKING LEGEND.
2.)SEE SHEET C-8.2 FOR TYPICAL ROAD SECTIONS
3.)PROPOSED ASPHALT MILL & OVERLAY AREA = 318 SY
4.) NEW ASPHALT AREA = 180 SY
5.) APPROXIMATE WEDGING AREA = 158 SY
6.)CONTRACTOR SHALL RELOCATE EXISTING
MAILBOXES AS NECESSARY.
7.)SEE SHEETS C-8.8 THRU C-8.9 FOR TYPICAL DETAILS.
AN
T
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E
T
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D
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.
(6
0
'
P
U
B
L
I
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/
W
)
THE TOWNES AT PARK PLACE
SUBDIVISION
150' TAPER
150' RIGHT TURN LANE EXTENSION
STA. 10+46
BEGIN PAVEMENT
MARKINGS - TIE TO
EXISTING
STA. 11+56
END TAPER / BEGIN
RIGHT TURN LANE
EXTENSION
STA. 10+56
BEGIN TAPER
STA. 13+95 TIE TO
EXISTING
12
'
1'
4'
4'
1'
ROAD A STA. 32+53.66
PROPERTY LINE
(EXIST. NCDOT R/W)
APPROXIMATE LIMITS OF
PROPOSED WEDGING AS
NEEDED TO PROVIDE
PROPOSED SLOPE ACROSS
EXISTING SHOULDER (TYP.)
R31
'
R
3
1
'
APPROXIMATE LIMITS OF
PROPOSED MILL & OVERLAY -
MILL TO 1.5" DEPTH AND
OVERLAY WITH 1.5" S9.5C
SURFACE COURSE (TYP.)
11'
26'
11'
CL INTERSECTION
CAROLINA BEACH RD S
STA. 13+45.22 =
ROAD A STA. 33+11.35
APPROX. 680 SF
EX. GRAVEL DRIVEWAY
AND CULVERT
TO BE REMOVED
STA. 11+74.53, OFFSET 43.63R
END WEDGING-
TIE TO EXISTING
STA. 11+98.10, OFFSET 45.06R
END WEDGING-
TIE TO EXISTING
12
'
12
'
APPROX. 89 LF EX. CURB
TO BE REMOVED
APPROX. 29 SF EX. GRAVEL
DRIVEWAY TO BE
REMOVED
RO
A
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A
(P
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)
PUBLIC UTILITY
EASEMENT
32+00
2
1
.
6
2
0
.
3
10' X 70' SIGHT TRIANGLE (TYP.)
EXISTING
GRADE (TYP.)EXISTING
GRADE (TYP.)
PROPOSED GRADE (TYP.)
OREILLY AUTOMOTIVE STORES, INC
DB 60, PG 332
DB 5606, PG 1079
DB 5948, PG 1485
TYPICAL NCDOT PAVEMENT SECTION
ROAD A
NOT TO SCALE
TYPICAL NCDOT PAVEMENT SECTION
CAROLINA BEACH RD S (US HWY 421)
NOT TO SCALE
CAROLINA BEACH RD (US HWY 421)
NORTHBOUND PUBLIC R/W VARIES
(SPEED LIMIT 45 MPH)
CONTRACTOR SHALL TAP EXISTING
8" WATERMAIN WITH:
(1) 8"x8" MJ TEE (CUT IN)
8" MJ SLEEVE, AS REQUIRED
(1) 8" MJ GATE VALVE
(1) 8"x4" MJ TEE (CUT IN)
8" MJ SLEEVE, AS REQUIRED
(1) 4" MJ GATE VALVE
EXISTING STORM SEWER
= DRIVEWAY REMOVAL AREA
1)
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10+00 11+0011+12.30 11+94.4012+00 12+34.88 13+0013+10.70 13+86.3614+00 14+40.24
15+00 15+40.30
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LEGEND:
ASPHALT OVERLAY
NEW ASPHALT AREA
WEDGING LIMITS
RIGHT OF WAY
PROPOSED PAVEMENT MARKING SYMBOL
NOTES:
1.SNOW PLOWABLE PAVEMENT MARKERS SHALL BE INSTALLED IN ACCORDANCE WITH NCDOT's
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES 2012 AND THE ROADWAY STANDARD
DRAWINGS. CURB MOUNTED REFLECTORS ARE TO BE INSTALLED ON TRAFFIC ISLANDS.
2.PAVEMENT MARKINGS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. THE PERMITTEE
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)341-0300 FOR PRE-MARKING INSPECTIONS OR FIELD CHANGES. CENTERLINE
PAVEMENT MARKINGS SHALL BE INSTALLED THE SAME DAY RESURFACING IS ACCOMPLISHED.
ALL OTHER PAVEMENT MARKINGS SHALL BE COMPLETED WITHIN 5 DAYS OF RESURFACING.
PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND MEET THE NCDOT's STANDARD
SPECIFICATION FOR ROADS AND STRUCTURES AND NCDOT ROADWAY STANDARD DRAWINGS.
3.WHERE NOT REMOVED BY NEW PAVEMENT, CONFLICTING STRIPING SHALL BE GROUND OFF.
MINIMIZE GROOVING OF PAVEMENT DURING SUCH OPERATIONS.
4.NEW ASPHALT AREA = 904 SY
5.PROPOSED ASPHALT OVERLAY AREA = 3,524 SY
6.FOR ALL WORK WITHIN NCDOT RIGHT OF WAY, CONTRACTOR SHALL REFER TO NCDOT STANDARD
DRAWINGS, LATEST VERSION, FOR STANDARD DETAILS. SOME OF THESE DETAILS ARE LOCATED
ON SHEETS C-9.5 - C-9.7 FOR CONVENIENCE.
7.PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH NCDOT STANDARD DRAWINGS 1205.01
AND 1205.04.
8.SITE CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS FOR ANY TEMPORARY OR
PERMANENT UTILITY RELOCATION.
9.SITE CONTRACTOR SHALL COORDINATE WITH WITH OWNERS OF EXISTING MAILBOX'S TO BE
RELOCATED.
10.EXISTING DRIVEWAY CULVERTS SHALL BE REMOVED AND REPLACED WHERE SHOWN ON THIS
PLAN.
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 BRUNSWICK COUNTY, NCDOT, 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.
TRAFFIC NOTES:
1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY & FOR
DRIVEWAY(S) ARE TO BE THERMOPLASTIC & MEET NCDOT
STANDARDS.
2. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT
MARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET
MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES)
STANDARDS.
3. ALL TRAFFIC CONTROL SIGNS AND MARKINGS NOT WITHIN THE
PUBLIC RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY
OWNER IN ACCORDANCE WITH MUTCD STANDARDS.
4. ANY OPEN CUTTING OF A NCDOT STREET REQUIRES AN
ENCROACHMENT PERMIT. IN CERTAIN CASES, AN ENTIRE
RESURFACING OF THE AREA BEING OPEN CUT MAY BE REQUIRED.
6. TACTILE WARNING MATS TO BE INSTALLED AT ALL WHEELCHAIR
RAMPS.
7.ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC
TRAFFIC ARE TO MEET MUTCD STANDARDS.
0 20 40 80 160
SCALE: 1"=40'
GRAPHIC SCALE
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PLAN VIEW (STATION 10+00 - 15+40
SCALE: 1"=40'
NCDOT 10'x70' SIGHT
DISTANCE TRIANGLE, TYP.
VICINITY MAP
SCALE: 1" = 1,000'
NORTH
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SITE
PAVEMENT MARKING SCHEDULE
FOR US HWY 17/OCEAN HWY E
ALL THERMOPLASTIC PAVEMENT MARKINGS SHALL BE 90 MILS
THICKNESS.
C-8.2
1"
=
3
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08
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2
3
CH
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8/16/23
N O R T H C AROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
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HY C. C L I N K S C A LES
0 2 8 8 4 7
EXISTING 8" WATER MAIN
0 15 30 60 120
SCALE: 1"=30'
GRAPHIC SCALE
1"
=
3
0
'
CAROLINA BEACH RD (US HW
Y
4
2
1
)
SOUTHBOUND PUBLIC R/W VA
R
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S
(SPEED LIMIT 45 MPH)
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SUBDIVISION
RO
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T71T71
T61
T1
T61
T2
T1
CAROLINA BEACH ROAD S
TYP. CROSS SECTION - STA. 12+32 TO STA. 13+06
NOT TO SCALE
NOTES
-EX. TRAVEL LANES: NO PROPOSED PAVEMENT OR OVERLAY, ONLY MILLING AND RE-STRIPING WHERE
NOTED.
-EX. PAVED SHOULDERS TO BE MILLED AND WEDGED IN AREA OF WIDENING IN ORDER TO MAINTAIN
CROSS-SLOPE AND INTEGRITY OF PAVEMENT SECTION. CONTRACTOR SHALL FIELD VERIFY EX. WIDTH
OF PAVED SHOULDERS / WEDGING LIMITS.
0-14'12'+4'
EX.
DITCH
PUBLIC R/W VARIES ℄
EX.SLOPE VARIES~2%
SB TRAVEL
VARIES
EX. PAVEMENT,
TYP.
EXIST. MONOLITHIC CONCRETE ISLAND,
WIDTH VARIES
PAVED
SHOULDER,
TYP.
R/W
CAROLINA BEACH RD (US HWY 421)
NORTHBOUND PUBLIC R/W VARIES
(SPEED LIMIT 45 MPH)
MATCH
EXIST.
CROSS-SLOPE
SB
PROPOSED PAVEMENT, WIDTH VARIES FROM 1-3 FT +
1.5" - S9.5C SURFACE at an average rate of 168 lbs.per sq. yd.
3.0" - I19.0C INTERMEDIATE COURSE at an average rate of 456 lbs. per sq. yd.
5.0" - B25.0C BASE COURSE at an average rate of 342lbs. per sq. yd.
MILL TO 1.5" DEPTH AND OVERLAY
WITH 1.5" S9.5C SURFACE COURSE at and average rate of 168 lbs. per sq. yd.
R/W
12'+12'+
EX. COMPACTED
SUBGRADE, TYP
VARIES
CAROLINA BEACH ROAD S
TYP. CROSS SECTION - STA. 10+56 TO STA. 12+32
NOT TO SCALE
NOTES
-EX. TRAVEL LANES: NO PROPOSED PAVEMENT OR OVERLAY, ONLY MILLING AND RE-STRIPING WHERE
NOTED.
-EX. PAVED SHOULDERS TO BE MILLED AND WEDGED IN AREA OF WIDENING IN ORDER TO MAINTAIN
CROSS-SLOPE AND INTEGRITY OF PAVEMENT SECTION. CONTRACTOR SHALL FIELD VERIFY EX. WIDTH
OF PAVED SHOULDERS / WEDGING LIMITS.
0-14'12'+4'
EX.
DITCH
PUBLIC R/W VARIES ℄
EX.SLOPE VARIES~2%
SB TRAVEL
VARIES
EX. PAVEMENT,
TYP.
EXIST. MONOLITHIC CONCRETE ISLAND,
WIDTH VARIES
PAVED
SHOULDER,
TYP.
R/W
MATCH
EXIST.
CROSS-SLOPE
SB
R/W
12'+12'+
EX. COMPACTED
SUBGRADE, TYP
VARIES
PROPOSED PAVEMENT, WIDTH VARIES FROM 1-3 FT +
1.5" - S9.5C SURFACE at an average rate of 168 lbs.per sq. yd.
3.0" - I19.0C INTERMEDIATE COURSE at an average rate of 456 lbs. per sq. yd.
5.0" - B25.0C BASE COURSE at an average rate of 342lbs. per sq. yd.
MILL TO 1.5" DEPTH AND OVERLAY
WITH 1.5" S9.5C SURFACE COURSE at and average rate of 168 lbs. per sq. yd.
9"X12" CONCRETE CURB PER
NCDOT STD. DWGS (SEE DETAIL)
ROAD A TYP. CROSS SECTION
NOT TO SCALE
NOTE:
GRADES VARY. SEE GRADING PLAN
FOR EXACT ELEVATIONS (TYP.)
1/4" PER FT1/4" PER FT SLOPES= 3:1
6"-AGGREGATE BASE
1/4" PER FT
6" STONE
1.5"-S9.5A SURFACE
1.0'
PROPOSED EAST
BOUND LANE
12'
26' BC-BC 5'
1.0'
22' EP-EP
CURB & GUTTER
SPILL 24" VALLEY
PROPOSED WEST
BOUND LANE
12'
5' SIDEWALK
22.5'
1/4" PER FT
6"STONE
℄
6" STONE CURB & GUTTER
SPILL 24" VALLEY
1.0'1.0'
112'
PL PL
EXISTING STORM SEWER
1)
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22
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21
20
20
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1918
18
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(20.33EG)
(19.73EG)
(19.51EG)
(19.33EG)
19.13EP
(20.16EG)(19.88EG)(19.60EG)(19.37EG)(19.20EG)(18.99EG)
(18.84EG)
(18.58EG)
(18.49EG)(18.41EG)
(18.15EG)(17.99EG)(17.84EG)(17.73EG)(17.68EG)
(19.13EG)(x.xxEG)(19.02EG)(18.86EG)
(18.63EG)(18.46EG)
(18.27EG)
(18.21EG)(18.16EG)(18.01EG)
(17.90EG)
(17.77EG)
(17.28EG)
(17.30EG)
18.94EP
18.87EP
18.60PG
18.50EP
17.93EP
17.87EP
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17.72EP
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JOIN EXIST. CURB
18.42PG
17.95EP
18.57EP
JOIN EXIST. CURB
17.93PG
18.12PG
(20.38EG)
20.76PG
20.97EP
20.97EP
(17.46EG)
(18.64EP)
LOD LOD LOD LOD LOD LOD LOD
LOD LOD
LOD
LOD LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
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VICINITY MAP
SCALE: 1" = 1,000'
NORTH
C
A
R
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A
B
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A
C
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.
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SITE
LEGEND:
PROPOSED SPOT ELEVATION
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED INLET PROTECTION
PROPOSED DRAINAGE INLET
ASPHALT OVERLAY
NEW ASPHALT AREA
APPROX. WEDGING LIMITS
RIGHT OF WAY
LOD
GENERAL EROSION AND SEDIMENT CONTROL NOTES (CONT.):
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.
MAINTENANCE PLAN:
1.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- PRODUCING RAINFALL BUT
IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2.ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY
SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3.SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A
VIGOROUS, DENSE VEGETATIVE COVER.
5.INLET PROTECTION - INSPECT WIRE AND ROCK INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER EACH SIGNIFICANT (1
2 INCH OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE
THE CONTAMINATED PART OF THE GRAVEL FACING.
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 ALL DISTURBED AREAS ARE STABILIZED AND ALL IMPROVEMENTS ARE COMPLETE.
1.CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF DISTURBANCE, AND TEMPORARY SILT FENCE.
2.CLEAR AND REMOVE FROM SITE ALL TREES (ONLY ONES TO BE REMOVED), ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS.
3.INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA DISTURBED. ALL EROSION CONTROL MEASURES MUST BE
INSTALLED BEFORE COMMENCING CONSTRUCTION.
4.PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 WORKING DAYS OF CEASE OF ANY GRADING ACTIVITY.
5.IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET, ETC., THE CONTRACTOR SHALL INSTALL INLET PROTECTION TO
STOP ANY SEDIMENT FROM ENTERING THE DRAINAGE SYSTEM.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT
MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
7.DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, THE CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION
CONTROL MEASURES UNTIL FINAL APPROVAL.
8.UPON RECEIVING FINAL APPROVAL, THE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL MEASURES.
9.THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED, AND PLANTED AREAS UNTIL ALL CONSTRUCTION IS
COMPLETE.
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 THE STATE 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.
Maintenance
Seeding Mixture
Soil Amendments
Seeding Dates
Mulch
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Maintenance
Seeding dates
Soil amendments
Mulch
TEMPORARY SEEDING-LATE WINTER/EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SUMMER
FALL
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER
DAMAGE.
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES
SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER.
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
SPECIES
CENTIPEDE GRASS
RATE (LB/ACRE)
10-20
MARCH - JUNE
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE 10-10-10 FERTILIZER.
DO NOT MULCH.
FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH
OR EXCESS FERTILIZER.
SPECIES
RYE (GRAIN)
ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND COASTAL
PLAIN, KOREAN IN MOUNTAINS)
120
50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SPECIES
GERMAN MILLET
SPECIES
RYE (GRAIN)
RATE (LB/ACRE)
40
RATE (LB/ACRE)
120
25.11
NPDES WATER QUALITY STABILIZATION TIME FRAMES
SITE AREA DESCRIPTION
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
STABILIZATION TIMEFRAME EXCEPTIONS
HIGH QUALITY WATER (HQW) ZONES
SLOPES STEEPER THAN 3:1
SLOPES 3:1 OR FLATTER
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
7 DAYS
7 DAYS
7 DAYS
14 DAYS
14 DAYS
NONE
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
NOTATION:
DI =DROP INLET
CO =CLEANOUT
MH =STORM DRAIN MANHOLE
EG =EXISTING GRADE
PG =PROPOSED GRADE
EP =EDGE OF PAVEMENT
PLAN VIEW (STATION 10+00-15+40)
SCALE: 1"=30'
0 15 30 60 120
SCALE: 1"=30'
GRAPHIC SCALE
FI
N
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EX. ROW LINE,
TYP.
PROPOSED SILT FENCE
(TYP.-SEE DETAIL)CONTRACTOR TO VERIFY
LOCATION OF EXISTING
WATERLINE AND STORM SEWER
PRIOR TO CONSTRUCTION AND
NOTIFY ENGINEER IF ANY
CONFLICTS
C-8.3
1"
=
3
0
'
08
.
1
6
.
2
3
CH
B
CH
B
TG
C
8/16/23
N O R T H C AROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
A
L
T
I
M
O
T
HY C. C L I N K S C A LES
0 2 8 8 4 7
RO
A
D
A
CAROLINA BEACH RD (US HWY 421)
NORTHBOUND PUBLIC R/W VARIES
(SPEED LIMIT 45 MPH)
AN
T
O
I
N
E
T
T
E
D
R
.
(6
0
'
P
U
B
L
I
C
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/
W
)
EXIST. DRIVEWAY
EXIST. DRIVEWAY
PROPOSED LIMITS OF
DISTURBANCE = 0.25 AC.
(TYP.)
PROPOSED RIP RAP APRON
(TYP.-SEE DETAIL)
OREILLY AUTOMOTIVE STORES, INC
DB 60, PG 332
DB 5606, PG 1079
DB 5948, PG 1485
RICS5 LLC
DB I, PG 9
DB II, PG 43
DB 5305, PG 1058
BENNETT COMMERCIAL PROP, LLC
DB I, PG 9
DB 2793, PG 719
THE TOWNES AT PARK PLACE
SUBDIVISION
CAROLINA BEACH RD (US
H
W
Y
4
2
1
)
SOUTHBOUND PUBLIC R/
W
V
A
R
I
E
S
(SPEED LIMIT 45 MPH)
9" X 12" CONCRETE CURB
(TYP.-SEE DETAIL)
9" X 12" CONCRETE CURB
(TYP.-SEE DETAIL)
EXIST.
DRIVEWAY
1)
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1
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PERMANENT DRIVEWAY CULVERT [56 LF]
(2) 18" RCP CL III (W/ NCDOT PPES)
[3.6" FILL AT BOTTOM]
DITCH INV.UP(SE)=18.10
DITCH INV.DWN(NW)=16.75
PIPE INV.UP(SE)=17.80
PIPE INV.DWN(NW)=16.45
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VICINITY MAP
SCALE: 1" = 1,000'
NORTH
C
A
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SPECIAL PROVISIONS
SEASONAL NIGHT WORK CONDITIONS WILL APPLY.
1.FROM MEMORIAL DAY TO LABOR DAY, NO LANE CLOSURES SHALL TAKE PLACE PRIOR TO
7:00 P.M. AND TRAFFIC SHALL RESUME BEFORE 6:00 A.M. (NIGHT WORK ONLY) (HOURS
SUBJECT TO CHANGE DUE TO TRAFFIC CONDITIONS).
2.THE APPLICANT SHALL SUBMIT AN ADEQUATE LIGHTING PLAN TO BE CERTIFIED AND
APPROVED BY A NC REGISTERED PROFESSIONAL ENGINEER.
3.AFTER LABOR DAY AND PRIOR TO MEMORIAL DAY, NO LANE CLOSURES SHALL BE
APPROVED BETWEEN THE HOURS OF 6:00 A.M. AND 9:00 A.M. AND 4:00 P.M. TO 7:00 P.M.
ALONG SR 1100 (RIVER ROAD), (PEAK HOURS-RESTRICTED-HOURS SUBJECT TO CHANGE
DUE TO TRAFFIC CONDITIONS).
4.NO LANE CLOSURES SHALL BE ALLOWED ON STATE HOLIDAYS AND LOCAL EVENTS.
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 DISTRICT ENGINEER AT (910) 251-2655 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 2012 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.
11. 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 BACK FILLED WITH SOIL PLACED A MINIMUM OF 10 FEET FROM THE NOSE OF
EACH END OF THE ISLAND (SEE ROADWAY STANDARD Dwg. 904.50), OR AS DIRECTED BY THE
ENGINEER. ALL SIGN SUPPORTS THAT ARE TO BE ERECTED IN EITHER EXISTING OR PROPOSED
CONCRETE OR PAVED CHANNELIZATION ISLANDS SHALL MEET THE SAME REQUIREMENTS. IF
NECESSARY, CONTACT THE TRAFFIC SERVICES UNIT TO MARK CORE LOCATIONS (910-346-2040).
LEGEND:
ASPHALT OVERLAY
NEW ASPHALT AREA
RIGHT OF WAY
DRUM
PLAN VIEW (STATION 10+00 - 15+40)
SCALE: 1"=50'
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
FI
N
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C-8.4
1"
=
5
0
'
08
.
1
6
.
2
3
CH
B
CH
B
TG
C
8/16/23
N O R T H C AROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
A
L
T
I
M
O
T
HY C. C L I N K S C A LES
0 2 8 8 4 7
CAROLINA BEACH RD (US
H
W
Y
4
2
1
)
SOUTHBOUND PUBLIC R/W
V
A
R
I
E
S
(SPEED LIMIT 45 MPH)
AN
T
O
I
N
E
T
T
E
D
R
.
(6
0
'
P
U
B
L
I
C
R
/
W
)
350'
W21-5
48"x48"
TRAFFIC DRUM FOR
TRAFFIC CONTROL (TYP.)
APPROXIMATE
LIMITS OF MILL /
OVERLAY (TYP.)
100' TAPER
EX. EDGE OF
PAVEMENT (TYP.)
RO
A
D
A
(P
R
I
V
A
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/
W
)
OREILLY AUTOMOTIVE STORES, INC
DB 60, PG 332
DB 5606, PG 1079
DB 5948, PG 1485
RICS5 LLC
DB I, PG 9
DB II, PG 43
DB 5305, PG 1058
BENNETT COMMERCIAL PROP, LLC
DB I, PG 9
DB 2793, PG 719
THE TOWNES AT PARK PLACE
SUBDIVISION
CAROLINA BEACH RD (US HWY 421)
NORTHBOUND PUBLIC R/W VARIES
(SPEED LIMIT 45 MPH)
1)
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CAROLINA BEACH RD (US HWY
4
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)
SOUTHBOUND PUBLIC R/W VA
R
I
E
S
(SPEED LIMIT 45 MPH)
0 15 30 60 120
SCALE: 1"=30'
GRAPHIC SCALE
FI
N
A
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D
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D
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A
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P
L
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VICINITY MAP
SCALE: 1" = 1,000'
NORTH
C
A
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1
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3
DJ
L
DJ
L
TG
C
8/16/23
N O R T H C AROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
A
L
T
I
M
O
T
HY C. C L I N K S C A LES
0 2 8 8 4 7
EXISTING 8" WATER MAIN
AN
T
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I
N
E
T
T
E
D
R
.
(6
0
'
P
U
B
L
I
C
R
/
W
)
THE TOWNES AT PARK PLACE
SUBDIVISION
12
'
4'4'
26'
12
'
12
'
R
O
A
D
A
(
P
R
I
V
A
T
E
R
/
W
)
CAROLINA BEACH RD (US HWY 421)
NORTHBOUND PUBLIC R/W VARIES
(SPEED LIMIT 45 MPH)
INTERCHANGE TO
SOUTHBOUND CAROLINA
BEACH ROAD
1
0
0
'
I
N
T
E
R
N
A
L
S
T
E
M
114'
30'
28
.
2
'
F
R
O
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RO
W
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1)
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03
/
2
1
/
2
3
OREILLY AUTOMOTIVE STORES, INC
DB 60, PG 332
DB 5606, PG 1079
DB 5948, PG 1485
R
3
1
'
R3
1
'
EXISTING STORM SEWER
⅊
⅊
77'
152'
EXISTING DRIVEWAY
(COMMERCIAL USE)
EXISTING DRIVEWAY
(COMMERCIAL USE)
EXISTING DRIVEWAY
(COMMERCIAL USE)
EXISTING DRIVEWAY
(COMMERCIAL USE)
10' X 70' SIGHT TRIANGLE (TYP.)
PERMANENT DRIVEWAY CULVERT [56 LF]
(2) 18" RCP CL III (W/ NCDOT PPES)
[3.6" FILL AT BOTTOM]
DITCH INV.UP(SE)=18.10
DITCH INV.DWN(NW)=16.75
PIPE INV.UP(SE)=17.80
PIPE INV.DWN(NW)=16.45
C-8.5
2)
R
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V
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D
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N
C
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W
C
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S
08
/
1
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/
2
3
LEGEND
= PROPOSED SIGN
= RIGHT OF WAY
= PROPOSED STOP
SIGN ("R1-1")
1
5
1
4
1
3
1
1
1
0
9 81
2
XXXX
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FENCE
FENCE
FENCE
FENCE
GRAVEL
BRICK
APPROXIMATE
BLDG
L
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2
5
25
25
25
252525
25
25
25
25
25
25
25
20
20
20
20
20
20
2020
2020
2
0
PAR#R07600-006-042-000
MATAVA GARY J
ETAL
DB 5531, PG 2200
ZONED-R-15-RESIDENTIAL
DISTRICT
PAR#R07609-007-004-000
BELL SANDRA KAYE
DB 9810, PG 1307
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-003-000
DUNN RICHARD A
DENISE M
DB 5552, PG 1007
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-002-000
JACKSON
KATHLEEN
DB 9910, PG 1111
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-001-000
SASSER DON W
REVOCABLE TR
ETAL
DB 5131, PG 1996
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-006-001-000
DUNN RICHARD A
DENISE M
DB 5556, PG
1316ZONED-R-10-
RESIDENTIAL
DISTRICT
PAR#R07610-002-003-000
PEPPER RUBY
DB 9909, PG 413
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07610-002-002-000
STANLEY ALEX T
ETAL
DB 6122, PG 1198
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07610-002-001-000
GURGANIOUS
SHELVA DEANN
DB 1336, PG 1078
ZONED-R-10-RESIDENTIAL
DISTRICT
FI
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FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE
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26
26
2
6
26
26
26
2
5
25
2
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25
2
5
25
25
25
2
5
25
25
25
25
25
25
2
4
24
2
4
24
24
24
24
24
24
24 24
24
24
24
24
24
2
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24
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23 23
23
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23
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20
25
30
35
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0
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2.5'
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1.8'
21
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50' VC
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10 LF CASING PIPE
154 LF OF 8 IN.
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[PUBLIC]
128 LF OF 8 IN.
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#
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2
8
4
6
0 15 30 60 120
SCALE: 1"=30'
GRAPHIC SCALE
FI
N
A
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N
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N
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A
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AN
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SCALE: 1" = 1,000'
NORTH
C
A
R
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L
I
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A
B
E
A
C
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.
CO
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C
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1"
=
5
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08
.
1
6
.
2
3
DJ
L
DJ
L
TG
C
8/16/23
N O R T H C AROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
A
L
T
I
M
O
T
HY C. C L I N K S C A LES
0 2 8 8 4 7
ANTOINETTE DR.
60' PUBLIC R/W
(25 MPH SPEED LIMIT)
THE TOWNES AT PARK PLACE
SUBDIVISION
22'
RO
A
D
B
(P
R
I
V
A
T
E
R
/
W
)
20
'
63'
1)
R
E
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I
S
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D
P
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N
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D
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W
C
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M
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03
/
2
1
/
2
3
⅊
10' X 70' SIGHT TRIANGLE (TYP.)
CITY OF WILMINGTON
COMMERCIAL DRIVEWAY
STANDARD (SEE DETAIL)
20'
⅊
EXISTING DRIVEWAY
(RESIDENTIAL USE)
EXISTING DRIVEWAY
(RESIDENTIAL USE)
EXISTING DRIVEWAY
(RESIDENTIAL USE)
EXISTING DRIVEWAY
(RESIDENTIAL USE)
60'
60
'
ROAD A
(PRIVATE R/W)
10'
122'
PERMANENT ANTOINETTE CULVERT [50 LF]
AND CATCH BASIN
(1) 18" RCP CL III (W/ NCDOT PPES)
[NO FILL IN PIPE]
PIPE INV.UP(NE)=19.58
PIPE INV.DWN(SW)=19.45
C-8.6
2)
R
E
V
I
S
E
D
P
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R
N
C
D
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T
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V
I
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W
C
O
M
M
E
N
T
S
08
/
1
5
/
2
3
EXISTING GRADE
(TYP.)
PROPOSED GRADE
(TYP.)
EXISTING 6" WATER MAIN
EXISTING 6" GATE VALVE
8" C-900 (DR-18) PVC WATER [PUBLIC]
8" C-900 (DR-18) PVC WATER [PRIVATE]
EXISTING 15" STORM SEWER
LEGEND
= PROPOSED SIGN
= RIGHT OF WAY
= PROPOSED STOP
SIGN ("R1-1")
T
V
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BLDG
BLDG
BLDG
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FENCE FENCE
FENCE
SH
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6
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
FI
N
A
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E
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N
-
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=
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08
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3
DJ
L
DJ
L
TG
C
8/16/23
N O R T H C AROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
A
L
T
I
M
O
T
HY C. C L I N K S C A LES
0 2 8 8 4 7
THE TOWNES AT PARK PLACE
SUBDIVISION
RO
A
D
B
(P
R
I
V
A
T
E
R
/
W
)
ROAD A
(PRIVATE R/W)
ANTOINETTE DRIVE
DRIVEWAY CULVERT
DRAINAGE AREA =1.43 AC.
CN=71
CAROLINA BEACH ROAD
DRIVEWAY CULVERT
DRAINAGE AREA =1.38 AC.
CN=83
CA
R
O
L
I
N
A
B
E
A
C
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(
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(S
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ANTOINETTE DR
60' PUBLIC R/W
(SPEED LIMIT 25 MPH)
C-8.7
1)
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PERMANENT ANTOINETTE CULVERT [50 LF]
AND CATCH BASIN
(1) 18" RCP CL III (W/ NCDOT PPES)
[NO FILL IN PIPE]
PIPE INV.UP(NE)=19.58
PIPE INV.DWN(SW)=19.45
PERMANENT DRIVEWAY CULVERT [56 LF]
(2) 18" RCP CL III (W/ NCDOT PPES)
[3.6" FILL AT BOTTOM]
DITCH INV.UP(SE)=18.10
DITCH INV.DWN(NW)=16.75
PIPE INV.UP(SE)=17.80
PIPE INV.DWN(NW)=16.45
ROAD B CULVERT
DRAINAGE AREA =1.18 AC.
ROAD B OFFSITE
DRAINAGE AREA = 0.10 AC.
ROAD B OFFSITE
DRAINAGE AREA = 0.06 AC.
TH
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TG
C
8/16/23
N O R T H C AROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
A
L
T
I
M
O
T
HY C. C L I N K S C A LES
0 2 8 8 4 7
1)
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CA
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C-8.9
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N
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D
08
.
1
6
.
2
3
CH
B
CH
B
TG
C
8/16/23
N O R T H C AROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
A
L
T
I
M
O
T
HY C. C L I N K S C A LES
0 2 8 8 4 7
METHOD OF TREE PROTECTION
DURING CONSTRUCTION
NOT TO SCALE
NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO
CONSTRUCTION AND A PROTECTIVE BARRIER IS TO BE
INSTALLED AT THE DRIPLINE. DRIP LINE - THE AREA OF SOIL
DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE TIPS OF
THE OUTERMOST BRANCHES.
3' MIN. STAKE HEIGHT
ABOVE GRADE
DRIPLINE
PROTECTIVE
BARRIER
EXISTING TREE
La, LENGTH
W,
W
I
D
T
H
RIP-RAP
THICK (t)STORM DRAIN PIPE
PLAN
FLOW
X
X
X
X X X X X X X X X X X X
X
X
X X
X
X X X X X X
NON-WOVEN FILTER FABRIC
SECTION
STORM DRAIN PIPE
TAILWATER
SLOPE = 0%
PIPE OUTLETS SHALL HAVE
FLARED END SECTIONS
(UNLESS OTHERWISE INDICATED OR
IF PIPES ENTERING PONDS ARE
SUBMERGED)
NCDOT CLASS B (d50=8") EROSION
CONTROL STONE
ON A LAYER OF 4" NCDOT #5 OR #57
STONE (t)
RIP-RAP APRON DETAIL
NOT TO SCALE
(GEOTEX 801 OR APPROVED
SUBSTITUTE)
RIPRAP APRON PIPE DIA.
(IN.)
LENGTH, La
(ft)
UPSTREAM WIDTH
(FT.)
DOWNSTREAM
WIDTH, W (FT.)
RIP-RAP APRON SCHEDULE
STONE THICKNESS
t (IN.)
DWY CULVERT 9.018 (2)9.013.0 18
STEEP SLOPE MATTING
NOT TO SCALE
1.) STEEP SLOPE MATTING REQUIRED ON ALL SLOPES STEEPER THAN 3:1
2.) SLEEP SLOPE MATTING SHALL BE NAGREEN VMAX SC250 OR APPROVED EQUAL.
1)
R
E
V
I
S
E
D
P
E
R
N
C
D
O
T
R
E
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I
E
W
C
O
M
M
E
N
T
S
08
/
1
5
/
2
3