HomeMy WebLinkAboutNCDOT Preliminary TRC Comments
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER 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: September 17, 2024
Subject: Hilton Bluffs – Sledge Road
________________________________________________________________________
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
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).
• It is recommended that you reach out to the NCDOT District Office prior to
submitting plans to avoid a redesign of the proposed utilities.
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
• 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).
Required Roadway Improvements:
Once a TIA is approved for the proposed development comments will be made on any
required roadway improvements.
Refer to the NCDOT Roadway Design Manual for help with the design of any roadway
improvements.
Site Plan Comments:
Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Refer to the NCDOT Subdivision Manual for design requirements on the proposed
island.
Sight Triangles and Sight Distance:
• Show and label the 10’ X 70’ NCDOT sight triangles.
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.
Show and label all gates with distances to the right of way line.
Label the radii for the driveway proposed driveway/driveways.
• A radius encroachment letter will be required if the radius of the proposed
driveway crosses the adjoining property line.
• Make sure to accommodate the largest proposed vehicle.
• Provide auto turn templates for the largest proposed vehicles.
Label the internal protection stem length for the proposed driveway connection.
• Measured from the right-of-way line.
You can coordinate with the district office with any questions 910-398-9100.
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 IGH T T R IAN G LE
10 ' B Y 70 'S I GH T 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 PAVEMENT
MIN 2% FALL AWAY or
20' AWAY FROM THE PROPERTY LINE
DRIVEWAY 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 LINE
DRIVEWAY SHALL BE LOCATED AT LEAST
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINE
NEAREST OUTFALL ELEVATION
OR 500' OF XYZ SURVEY DATA PAST THE PROPERT LINE
NEAREST OUTFALL ELEVATION
HILTON BLUFFS
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM
APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
CONTACT THESE UTILITIES
NEW HANOVER COUNTY
SHEET INDEX
SEPTEMBER 2024
C-0.0 COVER SHEET
APPROVALS:CONSULTANTS:
LANDSCAPE ARCHITECT:
NEW HANOVER COUNTY
PROJECT # 23355.PE
APPLICANT:
ENGINEER /
SURVEYOR :
PREPARED BY:
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SHEET NUMBER SHEET TITLE
MASTER PLAN
SEPTEMBER 2024
FOR
PRELIMINARY PLAN / MAJOR SUBDIVISION
CASTLE HAYNE ROAD
EXISTING CONDITIONSEX-1
VICINITY MAP
NOT TO SCALE NORTH
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16
17
18
19
20
21
22
23
24
25
32
33
34
35
36
37
38
31
30
29
28
27
26
68
69
70
71
72
73
74
75
76
77
59
60
61
62
63
64
65
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39
40
41
42
43
44
45
46
47
48
49
50
51
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5354
55
56
57
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78
79
80
81
82
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84
85
86
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89 90 91 92 93
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96
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98
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100
101
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103
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171
170
169
168
167
166
165
164
163
162
161
160
159
158
157
156
155
154
130
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128
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126
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124 123
135
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133
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144
143
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153
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151
150
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122
121 120
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118 117
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115
114
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112
111
110
109
108
107
106
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15
14
13
12
11
10
9
8
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6
5
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2
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230
229
228
227
226
225
224
192
193
194
195
196
197
191
190
189
188
187
186
185
184
183
182
181
180
179
178
177
176
175
174
173
172
223
222
221
220
219
218
217
216
215
214
213
212
211
210209208207
206
205
204
203
202
201
200
199
198
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VICINITY MAP
NOT TO SCALE
NORTH
140
SITE
HERMITAGE RD
OPEN SPACE
REQUIRED OPEN SPACE: ± 807.6 AC (20% X 4038 AC)
PROVIDED OPEN SPACE:± 3,089.81 AC TOTAL PHASE 1;
± 3,072.46 AC WETLANDS, ±17.35 AC
AMENITY IN PHASE 1 (76.5% OF SITE)
INCLUDES AMENITY, WETLANDS);
NHC'S COD CONSERVATION AREA
PRESERVED AS PART OF OPEN SPACE
PARKING REQUIREMENTS
ALL SINGLE FAMILY RESIDENTIAL LOTS WILL HAVE ON LOT PARKING FOR 2 OR MORE CARS
AMENITY:
TOTAL REQUIRED: NO REQUIREMENTS SPECIFIED IN UDO
TOTAL PROVIDED: 171 SPACES
RA PERFORMANCE RESIDENTIAL DIMENSIONAL DATA:
SITE DIMENSIONS PER PERFORMANCE RESIDENTIAL STANDARDS
MULTI-FAMILY APARTMENTS REQUIRED PER RA ZONING DISTRICT
PERIMETER SETBACK: 20' MIN; ALL LOCATIONS WILL EXCEED THIS BUFFER
BUILDING HEIGHT MAXIMUM: 40' HT MAX.
BUILDING SEPARATION 10' MIN.
FRONT SETBACK: 5' MIN
SIDE SETBACK: 5' MIN
REAR SETBACK: 10' MIN.
LANDSCAPING & BUFFERING NOTES
1. STREETYARDS SHALL BE PROVIDED ALONG CASTLE HAYNE ROAD THE NEW HANOVER COUNTY
UDO
2. THE SITE IS SURROUNDED BY WATER AND WETLANDS ON 3 SIDES OF THE PROPERTY.
VEGETATION WILL REMAIN IN THESE AREAS WITH SELECTIVE CLEARING TO REMOVE DEAD/DYING
MATERIAL AND MAINTAIN VIEW CORRIDOR TO CREEKS AND RIVER AS WELL AS PROMOTE WATER
ACCESS WHERE POSSIBLE.
3. BUFFERS TO EXISTING RESIDENTIAL AREAS WILL FAR EXCEED MINIMUM AMOUNT REQUIRED. THE
WIDTH VARIED, BUT WILL INCORPORATE EXISTING VEGETATION AND ENHANCED LANDSCAPE AS
NEEDED.
SITE INFORMATION
PROJECT LOCATION: SLEDGE ROAD AT CASTLE HAYNE ROAD
CASTLE HAYNE, NC 28429
PROPERTY OWNERS: SJM HILTON, LLC
BFM HILTON, LLC
ESW HILTON, LLC
DSF HILTON, LLC
JFM HILTON, LLC
PARCEL PINS &DEED BK: R00900-001-001-000 (23.01 AC)
R00900-001-002-000 (23.01 AC)
D.B. 6486, PG. 1782
TOTAL PROJECT SITE AREA: ± 4,038 ACRES
SINGLE FAMILY RESIDENTIAL: ± 4038 MAX UNITS ALLOWED BY-RIGHT
PHASE 1 TOTAL SINGLE FAMILY UNITS :230 LOTS PROPOSED THIS PHASE 1
CURRENT ZONING: RA
PROPOSED USE: RESIDENTIAL
FUTURE LAND USE CLASSIFICATION: COMMUNITY MIXED USE, RURAL RESIDENTIAL, CONSERVATION
FLOOD INFORMATION: PORTIONS OF THE SUBJECT PARCELS ARE LOCATED IN ZONE AE 8 BFE AND ZONE X
– MINIMAL FLOOD RISK – AS SHOWN BY FEMA MAP NUMBERS 3720320200K,
3720321000K, 3720321100K, 3720321200K, 3720322000K, 3720322100K, 3720322200K,
3720323100K BEARING AN EFFECTIVE DATE OF FEBRUARY 16, 2007.
WETLAND: INFORMATION: A WETLAND DELINEATION PREPARED BY SEGI ENGINEERING AND IS IN THE REVIEW
PROCESS.
SIDEWALKS
1. SIDEWALKS SHALL BE PROVIDED IN ACCORDANCE WITH THE NEW HANOVER COUNTY UDO. ALL
PROJECT ROADS IN RIGHTS OF WAY SHALL HAVE A 5' WIDE SIDEWALK, MINIMUM, ON ONE SIDE OF THE
ROAD.
WASTE DISPOSAL
WASTE DISPOSAL WILL BE INDIVIDUAL CARTS AT RESIDENCES EXCEPT DUMPSTERS AT AMENITY CAMPUS..
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 TRASH RECEPTACLE.
DEVELOPMENT NOTES:
1. REFER TO DEVELOPMENT'S MASTER PLAN FOR FULL PHASING INFORMATION.
2. PHASE 1 INCLUDES 4 NEIGHBORHOOD SECTIONS AND THE MAIN AMENITY CAMPUS.
3. CONSTRUCTION PHASING WILL BE ALIGNED WITH PENDING PHASED TIA WITH NO MORE THAN 100 HOMES PROPOSED FOR
CONSTRUCTION PRIOR TO A SECONDARY ACCESS ROAD BEING INSTALLED. DEVELOPER WILL WORK WITH NHC FIRE
MARSHAL'S OFFICE TO FURTHER IDENTIFY TIMING AND CONSTRUCTION OF ENTRANCE ROAD.
4. ALL PROJECT ROADS WILL BE PRIVATE, BUILT TO NEW HANOVER COUNTY PRIVATE ROAD STANDARDS UNLESS OTHERWISE
NOTED.
5. SOME NEIGHBORHOODS MAY BE GATED. ALL WILL BE EQUIPPED WITH SIREN ACTIVATED OR KNOX BOX/LOCK EQUIPMENT
AND WILL BE APPROVED BY NHC FIRE STAFF PRIOR TO INSTALLATION.
6. ALL FUTURE PHASES OF DEVELOPMENT WILL BE SUBMITTED FOR REVIEW AND PERMITTING.
7. MASTER DECLARATIONS AND COVENANTS WILL BE DEVELOPED AND FILED WITH NHC.
8. AMENITY CAMPUS WILL BE PHASED WITH THE PRIMARY CLUBHOUSE AND SALES OFFICE DEVELOPED IN THIS FIRST PHASE OF
DEVELOPMENT.
9. ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6 OF THE UDO.
10. ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO.
11. A TRAFFIC IMPACT ANALYSIS IS IN PROGRESS AND ALL NCDOT/ WMPO APPROVED TRAFFIC IMPROVEMENTS WILL BE
INSTALLED BY THE DEVELOPER IN THE SEQUENCE DETERMINED BY THE FINAL TIA APPROVAL.
12. THE SITE'S UPLANDS ARE IN FORESTRY MANAGEMENT BY PREVIOUS OWNER. AS SUCH, NO SPECIMEN TREES WERE FOUND
IN PROPOSED DEVELOPMENT UPLAND AREAS; ALL OTHER TREES IN WETLANDS, ETC. WILL BE PRESERVED.. A TREE
REMOVAL PERMIT WILL BE SUBMITTED FOR ANY SIGNIFICANT/REGULATED TRESS REQUIRING REMOVAL OR MITIGATION.
12. CFPUA TO SUPPLY WATER AND SEWER. DEVELOPER TO CONSTRUCT UTILITY EXTENSIONS TO SERVE PROPERTY.
24' DRIVE AISLE18' PARKING STALL 18' PARKING STALL
FINISHED GRADE
1.5'1.5'
6"6"
24" CURB
GUTTER
STD.ASPHALT
PAVEMENT
1.0% 1.0%
SL
E
D
G
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R
D
CR
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A
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PRIVATE
PRIVATE
GE
PROPERTY BOUNDARY LINE
PHASE LINE
ADJOINING BOUNDARY LINE
RIGHT OF WAY
CONTOUR LINE
WATER LINE
SEWER LINE
FIRE LINE
FIRE HYDRANT
STREETLIGHT
LEGEND
55
W W W W
SS SS SS
FIRE FIRE
5' CONCRETE
SIDEWALK;
SEE PLAN FOR
LOCATIONS
APPLIES TO AMENITY PARKING
20' ON WAY OR 24' TWO WAY
DRIVEWAY1/4" PER FT
MODIFIED VALLEY CURB
1'
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
5'1'
1'1'
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING
SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE
AVAILABILITY OF SOILS DATA.
SLOPES= 3:1
24' PRIVATE ROAD
1/2" PER FT1/4" PER FT
MODIFIED VALLEY CURB
1'
50' PRIVATE R/W
6"-B25.0B BASE
1/4" PER FT
6" STONEUNDER CURBING
1.5"-SF9.5A SURFACE
7'12'5'1'
1'1'
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING
SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE
AVAILABILITY OF SOILS DATA.
SLOPES= 3:1
VARIES
1/2" PER FT1/4" PER FT
MODIFIED VALLEY CURB
SLOPES= 3:1
1'
VARIABLE WIDTH PRIVATE R/W
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING1.5"-SF9.5A SURFACE
VARIES VARIES1'
1'1'
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVINGSECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE
AVAILABILITY OF SOILS DATA.
5' WIDE SIDEWALK
VARIES 11'11'
6" STANDARD CURBFOR MEDIAN
2'2'
DRIVEWAY
5' SIDEWALK; SEE
PLAN FOR
LOCATION
5'
SIDEWALK;
SEE PLAN
FOR
LOCATION
1/4" PER FT
11'
26' COLLECTOR ROAD
CONNECTION TO FUTURE DEVELOPMENT TO
USE EXISTING WETLAND CROSSING TYP;
NOT IN THIS PHASE
20' WIDE X 70' DEEP TEMPORARY FIRE
TURNAROUND UNTIL FUTURE ROAD
CONNECTIONS ARE CONSTRUCTED, TYP.
EXISTING VEGETATED AREA OUTSIDE OF
WETLANDS TO BE USED FOR NATURE
TRAILS WHEN POSSIBLE & LINK TO
COMMUNITY-WIDE SIDEWALK/ TRAIL
SYSTEM; LOCATIONS MAY VARY, TYP.
LOTS 1-15 MODEL HOMES
MAIL KIOSK WITH PULL-OFF, TYP.
LARGE ESTATE LOTS RANGE IN SIZE FROM +
±0.5 - 2 AC LOTS, TYP.
ALL LOTS IN PHASE 1 ARE MIXED
STREETSCAPES WITH LOT WIDTHS VARYING
FROM 40' WIDE TO 70' WIDE; LOT DEPTHS
VARY FROM 115' - 135' DEEP. SMALLEST LOT
AREA: 4,600 SF, LARGEST LOT AREA: + 2 AC
SEE MASTER PLAN FOR BREAKDOWN
WETLAND AND STREAM CORRIDOR AND
OPEN SPACE EITHER SIDE PROVIDE NATURE
PARK AS DIVISION BETWEEN PHASE 1 AND
FUTURE PHASE 3
POTENTIAL JURISDICTION AL DITCH PER
SEGI WETLAND DELINEATION; IMPACTS ARE
MINIMIZED TO ALL WETLANDS, DITCHES AND
STREAMS; ALL REMAIN UNLESS SHOWN
OTHERWISE AS ROAD CROSSINGS
STORMWATER POND, TYP.
FUTURE SLEDGE ROAD EXTENSION
END OF SLEDGE ROAD PHASE 1
COMMUNITY PARK AND TRAIL HEAD
ENTRY PARKING AREA FOR GATEHOUSE
GUARDHOUSE & MAIN RESIDENTIAL
NEIGHBORHOOD GATES
PRIVATE DRIVE PULLING HOMES OFF MAIN
COLLECTOR ROAD THROUGH COMMUNITY
ROA
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ROA
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LANDSCAPE CORRIDOR ALONG MAIN
ENTRANCE ROADWAY
171 PARKING SPACES FOR AMENITY
CAMPUS AND SALES OFFICE
PHASE 1 AMENITY CLUBHOUSE & SALES
OFFICE TO BE CONSTRUCTED; FUTURE
BUILDINGS AND RECREATION AREAS TO
FOLLOW IN FUTURE PHASES; TOTAL
AMENITY CAMPUS + 17 ACRES
WETLANDS, TYP.
PHASE 1 POOL
DROP OFF AND SHORT-TERM PARKING
INDIA
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RESIDENTIAL, TYP.
EXISTING VEGETATED WETLAND BUFFER
ALONG BROADWATER BRANCH TO REMAIN.
ADDITIONAL LANDSCAPE AROUND AMENITY
MAY BE ADDED TO INCREASE BUFFER
WHERE NEEDED; BUFFER WIDTH VARIES
FROM 50' - 300'+
ROAD CONNECTION TO FUTURE PHASE 2 DEVELOPMENT
23355.PE
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GEOGRID OR GRAVEL ROAD BASE
CONSTRUCTED TO HANDLE EMERGENCY
VEHICLES UP TO 86,000 LBS
SUBGRADE, MINIMAL COMPACTION
GEOTEXTILE FABRIC
NOTE: THE NEWLY CONSTRUCTED PORTION OF
SECONDARY ACCESS ROAD THROUGH WOODED
AREA COULD BE GEOGRID WITH GRAVEL
TOP WITH SOIL AND SOD TO MAKE
REINFORCED ROAD EDGE BLEND INTO
LANDSCAPE; MARKINGS TO INDICATE
ROAD LOCATION TO BE APPROVED BY
NHC FIRE MARSHAL'S OFFICE PRIOR TO
INSTALLATION
FUTURE RESORT
STYLE POOL
0
SCALE:
600'400'200'
1"=200'
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
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WET
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WET
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WET
WET
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WET
WET
WET
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WETWET WET WET WET WET WET WET
WET
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WET WET WET
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WETWET
WET
WET WET WET
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WET
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WET
WET
WET
WET
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WET
WET
WET
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WET
WET
WET
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WET
PHASE
2
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PHA
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FUTURE
DEVELOPMENT
PARK
FUTURE
DEVELOPMENT
PHA
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PHASE
2
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W
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W
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
HE
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
14'0
9
"
E
22'L13 S 71°2
9
'
2
1
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E
84.35'
S 6
1
°
1
9
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2
0
"
E
85.
9
3
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9
2
.
2
7
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4
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8
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0
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9
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1
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3
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ACCESS EASEMENT
D.B. 6486, PG. 1782
12
1
.
1
8
'
ACCESS & DRAINAGE EASEMENTS
D.B. 806, PG. 729
D.B. 856, PG. 800
S
4
7
°
2
3
'
0
4
"
E
W
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FM
FM
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FM
FM
FM
FM
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FM
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FM
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FM
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F
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FM
FM
FM
FM
FM
FM
W
W
W
W
W
W
W
W
W
N O R T H
0
SCALE:
PROPERTY BOUNDARY LINE
PHASE LINE
ADJOINING BOUNDARY LINE
RIGHT OF WAY
CONTOUR LINE
WATER LINE
SEWER LINE
FIRE LINE
FIRE HYDRANT
STREETLIGHT
LEGEND
55
W W W W
SS SS SS
FIRE FIRE
1"=200'
200' 400' 600'
SECONDARY ACCESS ROAD CONNECTING TO DEKKER RD; SIREN OR KNOX BOX GATED ROAD
FOR EMERGENCY ACCESS ONLY; DEVELOPER TO WORK WITH COUNTY FIRE MARSHAL TO
DESIGN TO COUNTY AND STATE STANDARDS; SEE DETAIL SHEET C-2.0
N O R T H
MAIN PROJECT ACCESS
ROAD; REALIGN EXISTING
SLEDGE ROAD; CONSTRUCT
TO COUNTY ROAD
STANDARDS
EXISTING SLEDGE ROAD IMPROVED WITHIN EXISTING ACCESS & UTILITY
EASEMENT; ROAD WILL BE DESIGNED & CONSTRUCTED IN ACCORDANCE WITH
PENDING NCDOT REVIEW/APPROVAL OF TIA
ENTRY MEDIAN WITH MONUMENT SIGN OUTSIDE OF CASTLE HAYNE RIGHT OF WAY
ENTRY MONUMENT STRUCTURE & SIGN WITH LANDSCAPE
SURROUNDING; PERMITTED SEPARATELY
SLEDGE ROAD REALIGNED WITHIN A NATURAL & LANDSCAPED CORRIDOR
SIREN OR KNOX BOX GATES SO NO THROUGH TRAFFIC USES SECONDARY ACCESS ROAD.
PRIMARY COMMUNITY ACCESS - SLEDGE ROAD AT CASTLE HAYNE ROAD
SCALE: 1" = 60'
ENTRY MONUMENT STRUCTURE & SIGN WITH LANDSCAPE
SURROUNDING; PERMITTED SEPARATELY
UTILITY EXTENSIONS ANTICIPATED THESE LOCATIONS; PENDING CFPUA
REVIEW AND COORDINATION
PRELIMINARY DESIGN FOR SITE MAIN ENTRANCE INCLUDES FULL
MOVEMENT INGRESS, DEDICATED LEFT & RIGHT TURN LANES; TIA
APPROVAL WILL DICTATE FINAL DESIGN REQUIREMENTS AND NCDOT
WILL REVIEW AND APPROVAL DRIVEWAY DESIGN
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STREETLIGHT, TYP.
MAIN RESIDENTIAL
ENTRANCE, TYP.
IMPROVED &
REALIGNED SLEDGE
ROAD, TYP.
LANDSCAPE BUFFER &
TRAIL AREA BETWEEN ROW
AND PROPERTY LINE
SHARED PROPERTY LINE
WITH GE
WETLANDS ALONG EXISTING CREEK
PHASE LINE, TYP.
EXISTING OLD
POWERLINE
EASEMENT TO BE
ABANDONED IF
THIS AREA
DEVELOPED IN
FUTURE
FUTURE RESIDENT'S ACCESS; GATED
MAIN ENTRANCE
GATEHOUSE,, TYP.