HomeMy WebLinkAboutNCDOT Preliminary TRC Comments_Sellers Tile Expansion_3018 Hall Watters Dr_20250806
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JOSH STEIN J.R. “JOEY” HOPKINS
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
Memorandum
To: New Hanover County Technical Review Committee
Date: August 6, 2025
Subject: Sellers Tile Expansion – 3018 Hall Watters Drive
________________________________________________________________________
These are preliminary comments and are based on the plans as submitted for the proposed
site. They are subject to further review upon receipt of any additional information.
Subsequently, additional comments and/or requirements may be necessary for this site.
General Comments:
NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT
Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx
You can coordinate with the District Office with any questions 910-398-9100.
NCDOT Driveway Permit:
An NCDOT Driveway Permit is required. Submit plans in accordance with pages 14 and
15 of the Policy on Street and Driveway Access to North Carolina Highways to include
access locations within 500’ of the proposed access on both sides of the State Road.
Submit to the local NCDOT District Engineer’s Office.
• Refer to the NCDOT checklist (included) for required documents and site plan
information.
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any utility connections or
installations within the NCDOT right-of-way (form 16.6).
• Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for
required documents and site plan information.
An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths
installed within the NCDOT right-of-way (form 16.6).
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
Site Plan Comments:
Drainage/Stormwater Conveyance:
• Additional information is needed on the existing and proposed drainage in the
area.
• If the drainage does not naturally flow to the NCDOT right of way the historic
drainage pattern should be maintained.
NCDOT Standard Drawings:
• Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Sight Triangles and Sight Distance:
• Show and label the 10’ X 70’ NCDOT sight triangles (shown on the plan sheet).
o No obstructions shall be placed within the NCDOT sight triangles.
• Show and label the stopping sight distance.
o No obstructions shall be placed within the stopping sight distance.
Identification Signing and Landscaping:
• Identification signing or landscape vegetation within the median and the sight
distance triangle must not obstruct the driver’s line of sight. No landscaping or
signing will be allowed to exceed 42 inches in height, measured from the Edge of
Pavement (EOP) within the median or sight triangle.
• All pylon signs in the median or sight distance triangle must provide a vertical
clear sight zone between 3 feet-6 inches and 10 feet-0 inches measured from the
EOP. Signing located within a clear recovery area shall be of a “breakaway
design.”
• Only low growing shrubbery, consistent with the NCDOT’s landscaping policies,
as contained in the publication “Guidelines for Planting Within Highway Right of
Way,” will be allowed within a landscaped median and the sight distance triangle
at the entranceway to a development, whether the street or driveway connection to
the State Highway System is designated as a public facility or not. Landscaping
within the right-of-way and sight distance triangles may require additional
approval by the District Engineer.
Internal Stem Protection:
• Label the internal protection stem length for the proposed driveway connection.
o Measured from the right-of-way line.
KITTY HAWK R
D
ORVILLE WRI
G
H
T
W
A
Y
N KERR AVE
HALL
W
A
T
E
R
S
D
R
PENNINGTON
D
R
BOU
N
D
A
R
Y
S
T
ELEV: 34.53
PK-NAIL
HA
L
L
W
A
T
E
R
S
D
R
.
(
S
.
R
.
2
8
8
5
)
60
'
R
I
G
H
T
O
F
W
A
Y
MB
5
0
,
P
G
3
0
5
KITTY HAWK RD. (S.R. 2883)
60' RIGHT OF WAYMB50, PG 305
S 28°24'41" E
42.
4
2
'
S 73°24'55" E
300.00'
N 1
6
°
3
5
'
3
3
"
E
320
.
0
0
'
32
0
.
0
0
'
S 1
6
°
3
5
'
3
3
"
W
300.00'
N 73°24'55" W
IRF
IRF
IRF IRF
20.
0
'
DR
A
I
N
A
G
E
A
N
D
UT
I
L
I
T
Y
E
A
S
E
M
E
N
T
10' DRAINAGE & UTILITY EASEMENT
10
'
D
R
A
I
N
A
G
E
&
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
10'
D
R
A
I
N
A
G
E
&
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
DR
A
I
N
A
G
E
&
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
CMF
12W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
35
35
35
35
35
3535
34
34
34
34
34
34
34
34
34
34
33
33
33
33
33
33
33
33
33
32
32
32
32
32
31
31
31
31
30
30
30
30
29
29
29
29
28
12
P
V
C
12
"
P
V
C
SMH
RIM=34.04
INV(NE)=2
4
.
7
4
INV(SW)=24
.
8
0
PR
I
M
A
R
Y
S
T
R
E
E
T
Y
A
R
D
SECONDARY STREETYARDBUFFER AREA
3
EXISTING BUILDING20,000 SF
FOOTPRINT
30'
110'
HCHC
5' W
I
D
E
S
I
D
E
W
A
L
K
4' WIDE SIDEWALK
25'
24'
12
PR
I
M
A
R
Y
S
T
R
E
E
T
Y
A
R
D
B
U
F
F
E
R
A
R
E
A
LO
D
18'5'
9' (TYP.)
5'
18'R30'
R30'
R25'
R3'
R15'R25'
R7'R3'R3'
R5'
R25'
R3'
R3'
14.24'13'
13'
4'
5'
5'
R03400-001-098-000NORTH KERR HOA, INC.N. KERR AVEZONED I-2
R03400-001-078-000F & B INVESTMENT GROUP, LLC3012 HALL WATERS DRIVEZONED I-2
13.5'
12.5'
CO
CO
SS
SS
S
S
SS
SS
SS
SS
HC
21
10
50' STREET SIDE SETBACK
50
'
F
R
O
N
T
Y
A
R
D
S
E
T
B
A
C
K
5'
5
3'
24'PROPOSED BUILDING
6,000 SF
FOOTPRINT
100'
67'
56'
60'
SS SS SS SS
18'
22'
3'
9'
R30'R25'R25'R3'R3'
R5'R5'
R10'R3'
R25'
R3'
R3'
R15'
R20'
30'
SE
L
L
E
R
S
T
I
L
E
C
O
M
P
A
N
Y
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
NO
R
T
H
C
A
R
O
L
I
N
A
25240.PE
SE
L
L
E
R
S
F
A
M
I
L
Y
P
R
O
P
E
R
T
I
E
S
,
L
L
C
41
5
G
L
E
N
N
E
L
L
E
N
D
R
I
V
E
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
1
2
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FIN
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wil
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
PR
E
L
I
M
I
N
A
R
Y
D
E
S
I
G
N
-
N
O
T
R
E
L
E
A
S
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
SITE
VICINITY MAPSCALE: 1" = 1,000'
SITE DATA TABULATION
PROJECT ADDRESS: 3018 HALL WATERS DRIVE
WILMINGTON, NC 28405
PARCEL ID: R03400-001-079-000
PROPERTY OWNER: SELLERS FAMILY PROPERTIES, LLC415 GLENN ELLEN DRIVE
WILMINGTON, NC 28412
CURRENT ZONING: I-2 (HEAVY INDUSTRIAL)
TOTAL SITE AREA: ±2.2 ACRES OR 96,000 SF
PROPOSED USE: WAREHOUSING
FLOOD INFORMATION: THIS SITE IS NOT LOCATED IN A SPECIAL FLOODHAZARD AREA AS DETERMINED BY FEMA FLOODPANEL 3720313900K, DATED AUGUST 28, 2018
BUILDING DATA
NUMBER OF BUILDINGS: 2 (1 PROPOSED & 1 EXISTING)MAXIMUM ALLOWABLE BUILDING HEIGHT: N/APROPOSED BUILDING HEIGHT: 25'
NUMBER OF STORIES: 1 STORYTOTAL BUILDING AREA (FOOTPRINT): 26,000 SQ. FT.BUILDING LOT COVERAGE: 26,000 \ 96,000 SQ. FT. (27.1%)
DIMENSIONAL REQUIREMENTS - I-2SETBACKS
REQUIRED
FRONT 50 FTSIDE (ADJ. INDUSTRIAL) N/AREAR (ADJ. RAIL) N/A
PARKING STANDARDS - WAREHOUSING
STANDARD: 1 SPACES PER 1,000 SF
REQUIRED: 26 SPACES
PROVIDED: 51 SPACES
IMPERVIOUS AREAEXISTING IMPERVIOUS: 59,459 SF
PROPOSED IMPERVIOUS AREABUILDINGS 26,000 SFPAVEMENT 46,791 SF
SIDEWALKS 2,038 SF
FUTURE 1,965 SFTOTAL PROPOSED IMP. AREA 76,794 SF (80%)
DISTURBED AREA: 0.75 ac
GENERAL NOTES:1. ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6AND 3.5.3 OF THE UDO.
2. NO CONSERVATION AREAS EXIST ON THE SITE.3. THERE ARE NO WETLANDS ON THE SITE.4. TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT
REQUIRED.
WASTE DISPOSAL
WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION.THIS LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH-HANDLING AND RELATED EQUIPMENT
SHALL BE COMPLETELY ENCLOSED AND SCREENED WITH AN OPAQUE FENCE OR WALL. THE
ENCLOSURE SHALL BE AT LEAST ONE (1) FOOT TALLER THAN THE HIGHEST POINT OF THE TRASHRECEPTACLE.
WETLANDS NOTE:
THERE ARE NO WETLANDS OR STREAMS ON THESE PARCELS.
EXISTING STREET YARDLANDSCAPING TO REMAIN
EXISTING STREET YARDLANDSCAPING ALONG KITTY HAWKROAD TO BE REPLANTED OUTSIDEOF NEW PARKING AREA
LOADING AREA
TRUCK TURN AROUND
LANDSCAPING CALCULATIONSFOUNDATION PLANTINGS
REQUIRED: 690 SF (230' X 25' HEIGHT) X 12%)
PROVIDED: 693 SF
INTERIOR PARKING PLANTING AREA
REQUIRED: 2,165 SF (27,067 SF X 8%)
= 15 TREES (1 PER 144 SF)PROVIDED: 3,439 SF
STREET YARD AREA:HALL WATERS DRIVE1. EXISTING STREET YARD AREA AND PLANTINGS TO REMAIN.
KITTY HAWK DRIVE1. EXISTING STREET YARD AREA TO REMAIN.2. EXISTING PLANTINGS TO BE EITHER RELOCATED TO, OR REPLANTED IN, THE STREET YARD AREA
OUTSIDE OF PROPOSED PARKING.REQUIRED: 6 CANOPY TREES & 33 SHRUBS
FUTURE DRIVEWAYEXTENSION TO KITTYHAWK ROAD
SI
T
E
P
L
A
N
C-2.0
07/1
5
/
2
5
1" =
2
0
'
JRBJRBJRB
0 10 20 40 80
SCALE: 1"=20'
GRAPHIC SCALE NA
D
8
3
(
2
0
1
1
)
EXISTING IMPERVIOUSSURFACE BOUNDARY
LO
A
D
I
N
G
A
R
E
A
EXISTING DRIVEWAY TOREMAIN
10' X 70' SIGHTTRIANGLE, TYP.
EXISTING DUMPSTERTO REMAIN
WHEEL STOP, TYP.
NCDOT | Division 3 | District 3 Project Name:_____________________________ Date:_______________
Applicant Checklist NCDOT Checklist
Driveway Application Process and Site Plan Requirements
ALL APPLICATIONS SHALL BE ACCOMPANIED BY COMPLETE AND DETAILED SITE PLANS THAT ADHERE TO THE POLICIES LISTED IN THE POLICY ON STREET AND
DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAYS AND THIS DOCUMENT. FAILURE TO ADHERE TO THESE POLICIES WILL RESULT IN THE RETURN OF THE
APPLICATION TO THE APPLICANT FOR REVISION.
***THE NCDOT WILL NOT BEGIN THE REVIEW PROCESS ON INCOMPLETE APPLICATIONS***
Electronic Pre-Submittals
In an effort to save time and resources, we are happy to provide an initial assessment of a driveway permit submittal’s plans via email to
identify any major issues up front. This initial assessment can be followed up with a submittal of one digital copy of the plans along with all
other required documents.
All Permit applications shall be submitted through the online portal https://connect.ncdot.gov/site/Permits/Pages/default.aspx
In the notify email section of the portal application please include the District Office email (Div3Dist3@ncdot.gov). See the last pages for further instruction.
Online resources:
•NCDOT Policy on Street and Driveway Access to North Carolina Highways:
https://connect.ncdot.gov/projects/Roadway/RoadwayDesignAdministrativeDocuments/Policy%20on%20Street%20an
d%20Driveway%20Access.pdf
•NCDOT Policies and Procedures for Accommodating Utilities on Highway Rights of Way:
https://connect.ncdot.gov/municipalities/Utilities/Pages/UtilitiesManuals.aspx
•Electronic Forms Database:
https://connect.ncdot.gov/Pages/default.aspx
1)
a.Cover Letter
Include contact information for applicant and engineer, including email address, mailing address, and phone
number. Include the parcel number(s), description of all phases of the development and future land uses to be
served by the permit, and a description of the adjoining land owned or controlled by the applicant.
b.NCDOT Street and Driveway Access Permit Application (form downloadable via link below)
https://connect.ncdot.gov/resources/BusinessForms/TEB-65-04.doc
c.$50.00 Inspection Fee Per Access Point
Attach to Permit Application form (not applicable for municipalities, churches, and schools)
d.NPDES Stormwater Permit Compliance Certification (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/NPDESstatement.doc
e.Verification of Compliance with Environmental Regulations (form downloadable via link below)
https://connect.ncdot.gov/municipalities/Utilities/EncroachmentForms/VCER-1.pdf
f.Site Plans (to include the “Master Plan” of a tract even if only a small portion is being developed first) Additional
site plan requirement details can be found in section 2 of this document.
g.Design Plan Requirements for projects involving roadway improvements
If roadway improvements are required as part of the permit, then roadway plans, pavement marking plans,signing plans, and traffic control plans will be required - See Section 6 for more information
Y N n/a
Engineering Studies
The applicant may be required by the District Engineer to submit studies based on, but not limited to, the parameters outlined
herein. If study requirements of the local government agency are more restrictive than the NCDOT requirements, then local
government requirements will govern. However, this does not imply that the NCDOT is obligated to approve entrance designs
that are too constrictive to allow smooth and safe traffic flow. All studies including, but not limited to, Traffic Impact Analyses
(TIA), traffic signal studies, and drainage studies, must be prepared under the direct charge of and sealed by a North Carolina
licensed Professional Engineer.
Section 1: Requi
red Documents
|Required documents to accompany all Initial Driveway Application Submittals
Please note that these are the minimum requirements of all driveway permit applications.
All required documentation shall be submitted through the online portal as PDF files, with the exception of the
Performance and Indemnity Bond and the $50 Inspection Fee(s), these should be mailed or delivered to 5501
Barbados Blvd, Castle Hayne, NC 28429.
If a Traffic Impact Analysis and/or roadway improvements are deemed necessary as a condition of the permit, there
may be additional submittal materials required.
State of North Carolina | Department of Transportation | Division 3 | District 3
5501 Barbados Blvd, Castle Hayne, NC 28429
Form Updated 10/15/2021 (910) 398-9100 T NCDOT Permit #___________________
Y N n/a
Section 1: Required Documents (continued)
2)Required documents to accompany all Driveway Applications PRIOR TO FINAL APPROVAL
a.Site Plans
One (1) digital copy (PDF) unless otherwise requested by the District Office. Additional site plan requirement
details can be found in section 2 of this document.
b.Performance and Indemnity Bond Information/Forms
See last page of document for bond information and forms
c.Performance and Indemnity Bond Amount
100% of the cost of the work within NCDOT Right-of-Way (R/W) based on the attached estimate determined by
the applicant's engineer and approved by the District Engineer. Bond hold letter required for for municipalities,
churches, and schools. See pages 101-105 in the Policies and Procedures for Accommodating Utilities on Highway
Rights of Way for acceptable bond types
d.Radius Encroachment Letter (if applicable)
If driveway radius encroaches on the frontage of an adjacent property, a Radius Encroachment will be required
e.Hold Harmless Letter (if applicable)
If the Permit is within the limits of an active NCDOT project, a Hold Harmless letter from the NCDOT contractor will
be required. If the project is in preconstruction, coordinate with the Department's Project Development Unit
Section 2: General Site Plan Requirements | All site plans shall include and show, at a minimum, the items listed below
Page numbers reference the NCDOT Policy on Street and Driveway Access to North Carolina Highways
1)Drawn to a scale of 20, 30, 40, or 50 feet per inch and the scale shall be shown
2)North arrow, vicinity map, date of plan, and date of most-recent revision if applicable
3)Contact information of applicant and engineer, including mailing address, phone number, and email address
4)Show R/W lines, highway control of access, and property lines
5)All existing utilities (including handholes) and easements
6)R/W width
7)Existing posted speed limit(s) and design speed limit(s)
8)Show all property lines, intersections, signals, signal loops, railroads, or crossovers within 500’ in all directions of
the property lines of the proposed development
9)Show location of sidewalks, crosswalks, greenways, multi-use paths, curb ramps, railroads, bus stops, and any
other relevant transportation facilities in the development area
10)Include a plan sheet showing full site build-out and land use
11)Buildings shown with “gross leasable area”
12)Width of property frontage
13)Distance from R/W to buildings and gasoline service islands
14)Distance from R/W to existing/proposed Edge of Pavement (EOP) (pages 32 & 34)
15)All streams, bridges, retaining walls, signs, or other fixed objects such as trees, utility poles, traffic signals, etc.
Section 3: Driveway Plan Requirements
|
All driveway plans shall include and show, at a minimum, the items listed below
1)Provide comprehensive survey within the existing R/W on both sides of the road for a distance of 500’ in all
directions from the development’s property lines. Provide additional hydraulic survey data to the nearest storm
water inlet/outlet including ditch lines and storm water pipes, if located outside of the 500' distance.
2)Lane configurations and widths of all existing and proposed driveways, roadways, and adjacent roadways
3)All driveway widths (2-way: 20’ minimum, 36’ maximum | 1-way: 12’ minimum, 24’ maximum | with island: 14'ingress, 18' egress) (pages 50 & 77)
4)Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of travel way for required
shoulder width distance Primary: 8’ minimum | Secondary: 6’ minimum
5)All existing and/or proposed driveway radii (20’ minimum, 50’ maximum, 30’ typical) (pages 34 & 51)
In curb and gutter sections, use City of Wilmington flare (SD 3-03.3) - (see attached)
In shoulder sections, show grades at the EOP and centerline
6)No curbing is allowed within NCDOT R/W along shoulder sections except as part of a driveway island (page 31)
7)Driveway angles of approach to existing roadway (90° preferred, 75°-90° required for 2-way driveways, 45°-90°
allowed for right-in/right-out on a case-by-case basis) (page 51)
8)Driveway Profile (pages 42- 43)
Y N n/a Y N n/a
□□ □□ □ □
Y N n/a Y N n/a
Y N n/a Y N n/a
Section 3: Driveway Plan Requirements (continued)
9)Driveway Pavement Cross Section (to be in place from EOP to edge of R/W)
Asphalt: 8” ABC stone and 1.5” S9.5B
Concrete: 6” of concrete
10)Driveway Offset (driveway EOP to property line; page 75): Minimum: 20’
11)Corner Clearance (radius point to radius point; page 52)Minimum: 50’ Desirable: 100’ or Municipal std.
12)Minimum 10’x70’ sight triangles at driveways (measured from and along the R/W line) (page 31)
13)Sight Distance (length of sight-distance in both directions shown for each driveway; pages 27-29)
14)Driveways should be aligned with existing opposing driveways or correct offset should be provided (pages 40-41)
15)Distance between driveways being requested (if applicable; page 51)
16)Minimum internal storage areas with specified queues (pages 31-33)
17)Minimum protected driveway stem(s) provided and indicated (pages 33-34)
18)Indicate any gated entrances (100’ minimum setback from R/W required) - traffic queuing study may be required
|
Section 6: Roadway Plan Requirements
If off-site improvements are required, roadway plans shall show, at a minimum, the items below
1)Full width typical sections must be shown (paved shoulders to match the typical section of the adjacent roadway)
2)Minimum Asphalt Typical Section (for turn lanes and/or paved shoulders)
Adjacent recently-completed or upcoming TIP projects w/ different typical sections may supersede those below
•Primary Routes (US & NC) and Secondary Routes with Annual Average Daily Traffic (AADT) ≥10,000
5.5” B25.0C, 3” I19.0C, 1.5” S9.5C; any overlay of existing pavement is to be a minimum of 1.5” S9.5C
•Secondary Routes with AADT<10,000
5.5” B25.0C, 1.5” S9.5B; any overlay of existing pavement is to be a minimum of 1.5” S9.5B
3)Pavement overlay is required if modification of existing pavement markings and/or lanes is necessary
The grinding of pavement markings will not be allowed
4)Shoulder Widths (Paved + Unpaved) Primary: 8’ minimum | Secondary: 6’ minimum
5)Ditch Slopes - front and back slopes - minimum 3:1 or flatter
6)Indicate existing roadway grade
7)All taper lengths and deceleration lengths should be appropriately designed for the given design speed (page 78)
8)All turn lanes should be designed according to the Driveway Manual and Roadway Standard Drawings (page 79)
See 1205.04 Sheets 1 & 2 and 1205.05 Sheet 1 of the Roadway Standard Drawings for details
9)Pavement marking and signing plans are required - plans must be approved by Division Traffic Services
10)Traffic control plans are required - Detailed phasing plans may be required based on project type and location
11)New and/or revised signal plans must be included for new installations and if signal modifications are required
All signal plans must be reviewed and approved by Division Traffic Services and the Signal Design Unit. A Traffic
Agreement must be completed to facilitate the review. Contact Division Traffic Services at (910) 341-2200.
|
Section 4: Drainag e Requirements
All drainage features on NCDOT Right-of-Way shall adhere to, at a minimum, the items listed below
Section 5: Internal Circ ulation Requirements
|All internal circulation details shall adhere to, at a minimum, the items listed below
1)Interior driveway channelization stems
Minimum 100’ from the ROW or at the discretion of the District Engineer
2)Traffic flow pattern
3)Traffic control devices
4)Pavement Markings
Y N n/a Y N n /a
Y N n/a Y N n/a
Y N n/a Y N n/a
Y N n/a Y N n/a
1)Pipe Cover Minimums (measured from top of pipe to subgrade)
High Density Polyethylene (HDPE): 24” | Corrugated Aluminum (CAP): 12” | Reinforced Concrete (RCP): 12”
2)Pipe End Treatment (see Roadway Design Manual 5-20, B-2)
Pipes ≤24" on multilane highways posted above 45mph require Parallel Pipe End Sections See 310.02 and
310.04 of the Roadway Standard Drawings for details
Pipes >30" on multilane highways posted above 45mph require guardrail
Pipes ≥36" require an endwall on the inlet end
3)All proposed Drainage is to be provided inside existing R/W. Otherwise, additional R/W or a permanently
dedicated drainage easement will be required to accommodate the proposed project drainage
4)All sizes, types, and invert elevations of existing/proposed pipes and drainage structures must be shown(see Sec.3 #1 for survey requirements)
5)Provide spot elevations along frontage of driveway (at EOP and centerline)
6)Provide grades and spot elevations for existing and proposed ditches
7)Show how drainage will be accommodated along property frontage(District Engineer may require applicant to provide drainage calculations when warranted)
C/L
EOTEOP
P/L
R/WR/W
R/W
EOP
EOP
EOP
EOP
NTS
R/W
P/L
DRAINAGE FLOW
DRAINAGE FLOW
DRAINAGE FLOW
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
SHOULDER WIDTH
S IGHT T R IANGLE
10 ' BY 70 'S I GHT T R I AN G L E10' B Y 70'
DRIVEWAY
RR MIN. 30'MIN. 30'
NO ROADWAY IMPROVEMENT
COMMERCIAL DRIVEWAY WITH
NORMAL CROWN ROADWAY
6" LOWER THAN THE EDGE OF PAVEMENTMIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
PIPE/TYPE/SIZE
WIDTH
CON
CR
ET
E
/ASP
HA
LT
LOCAL NAME ROAD POSTED SPEED ( ) MPH WIDTH WIDTHSR NUMBER
SITE ADDRESS:TAX PARCEL #
20191115
PARALLEL END S.D. 310.02
INVERT ELEVATION
PARALLEL END S.D. 310.02
INVERT ELEVATION
20' AWAY FROM THE PROPERTY LINEDRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINENEAREST OUTFALL ELEVATION