HomeMy WebLinkAboutEdgewater Phase 2 Combined Comments 12-17-2025
Edgewater Senior – Major Subdivision – TRC Review
Page | 1
To: Michael Craig Stevens, cstevensfinehomes.com
From: Katherine May, Development Review Planner
Date: December 17th TRC Review
PID#: R03700-004-009-003
Egov# SUBPP-25-0035
Subject: Edgewater Senior - Preliminary Plan TRC Review
Technical Review Committee (TRC) General Information
The TRC is a staff-level group of local government officials that reviews projects for compliance with
the local regulations administered by each respective review agency. Voluntarily participating state
agencies may also provide comments. And general information and non-binding recommendations
about the site may also be provided by government agencies.
The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an
opportunity for applicants to speak with county staff and any voluntarily participating state or
federal agencies about the review comments they have been provided.
No voting is involved in the TRC process, and no final approvals or denials are made at the TRC
meetings. Following the TRC meeting, applicants are responsible for updating their plans to address
review comments. Those revised plans need to be resubmitted to the assigned case planner. The
case planner will facilitate additional reviews until all comments have been addressed, and the
necessary departments have stated the plans comply with the applicable minimum requirements
for development.
Following any future TRC approval, the project is required to obtain additional permits to include a
zoning compliance permit for the site. Applicants are also responsible for coordinating with state
and federal agencies for compliance with any additional requirements. Any activity on the property
that is not approved as part of the TRC review and zoning compliance permit will be considered a
violation of the UDO and subject to enforcement action under Article 12 Violations and
Enforcement.
Edgewater Senior – Major Subdivision – TRC Review
Page | 2
The following comments have been received for the December 17, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Planning, Katherine May 910-798-7443
Compliance with local zoning requirements
1. General Comments
a. The zoning district is conditional R-5 and the proposed housing type is single family
for seniors.
b. This is a performance subdivision.
i. Density for Performance Residential: R-5 allows a maximum density of 8
dwelling units per acre.
ii. There are no wetlands or Class IV soils on the property.
iii. Need to show density calculations. Example:
1. Total site acreage = 12.5 acres
2. R-5 allows maximum 8 dwelling units per acre under performance
residential subdivision.
3. 12.5 * 8 = 96.4 (96)
4. Proposed unit count is 38, which is 58 fewer units than the maximum
allowed.
c. The project is associated with rezoning case Z25-05 which was approved by the
Board of Commissioners on July 2, 2025.
d. The conditions of the rezoning are shown on the site plan, however there is a minor
spelling error in condition 5: Whcich (Which)
e. The mailbox is missing from the plan. Cluster-style mailbox kiosks shall be provided
as required by the U.S. Postal Service. A paved area with ingress/egress to allow
vehicles to pull off, park, and re-enter the roadway safely shall be required for each
kiosk area. Kiosks shall be located in areas that will best allow for vehicle parking,
which shall be designed so as not to create pedestrian or vehicle safety issues.
f. Why is phase 2 being submitted before phase 1? The main access is included in
phase 1. Please consider moving the phase line to include the main entrance road
for this submittal.
Edgewater Senior – Major Subdivision – TRC Review
Page | 3
g. Staff recommend including the location of traffic calming devices on the preliminary
plans. Installation of traffic calming devices are not required, but including potential
locations on the plan ensures the future HOA / owners will have the opportunity to
install them without conducting a traffic study.
2. UDO Section 5.1, Parking and Loading
a. For Senior Living: Independent Living Retirement Community, the required off-street
parking is 1.5 parking spaces per dwelling unit plus 2 parking spaces per 1,000 sq ft
of nonresidential space. Please update the notes to reflect this.
b. Will street parking be allowed? If so, will it be allowed on both sides of the road?
c. The notes indicate no speed calming devices shall be installed.
3. UDO Section 5.2, Traffic, Access and Connectivity
a. Please note that no building permit for any structure shall be issued which requires
NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval.
Evidence of approval shall accompany the application for building permit.
4. UDO Section 5.3, Tree Retention
a. The site looks to be mostly cleared of trees already. Can you confirm no additional
trees are being removed?
b. Note: Land disturbance permits can be issued by county Engineering before a Tree
Removal Permit is approved by Planning. However, any trees removed before the
Tree Removal Permit is issued may result in enforcement action under Section 5.3.2
of the Unified Development Ordinance to include prohibiting any development of
the site for 3 to 5 years.
5. UDO Section 5.4, Landscaping and Buffering
a. Landscape plan for the amenity area is missing. Please submit as soon as possible.
The fence and associated vegetation must be in accordance with condition 5 of
rezoning case Z25-05.
6. UDO Section 5.5, Lighting
a. Please note under 5.5.2.A that a lighting plan is not required for single-family
residential projects and the county does not require streetlights, however a lighting
plan is required for any amenity area.
7. UDO Section 5.6, Signs
Edgewater Senior – Major Subdivision – TRC Review
Page | 4
a. I do not see the monument or other neighborhood signs on the plan. Please include
these. Location must be outside of the sight triangles.
b. For any signs on the site, a separate sign permit must be submitted and reviewed by
the county for compliance with Section 5.6 of the UDO for standards at or after the
submittal of the separate zoning compliance and construction permits for the
primary building or use.
8. UDO Section 5.7, Conservation Resources
a. There are no known Conservation Resources on the site.
9. UDO Section 5.8, Open Space Requirements
a. The required open space for performance residential is 20% which is accurately
noted on the plan.
10. UDO Article 6, Subdivision Design and Improvements.
a. Sidewalks are shown on both sides of the street.
b. All blocks are less than 1,000 feet which meets the requirement.
c. The link to node ratio is listed on the plan and meets the requirement.
11. UDO Article 9, Flood Damage Prevention
a. A small portion of the parcel is in the AE flood zone. The flood panel number in FRIS
is 3169.
b. Retention pond is still going to meet the definition of development and will be
required to obtain a floodplain development permit prior to development.
c. Any proposed fill must be evaluated in accordance with Section 9.8.2 E of the UDO.
d. All other applicable provisions of Article 9 will apply.
NHC Fire Services, David Stone 910-798-7458
Compliance with the NC Fire Code
1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be
submitted along with the building plans for review to New Hanover County Building Safety.
This shall include the complete set of civil plans. Failure to submit the comments or
complete set of civil plans will result in a resubmittal for review for verification of
compliance.
Edgewater Senior – Major Subdivision – TRC Review
Page | 5
2. Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire
code and Appendix B to include pertinent information. Fire flow test shall be conducted in
accordance with NFPA 291 and NCFC 507.4.
3. All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST side
discharges and a 5 inch pumper nozzle with a 5 inch STORZ connection. Further information
on the technical specifications is available from the fire code official or Cape Fear Public
Utility Authority.
4. All fire hydrants shall be installed so they are visible from the fire apparatus access road with
unobstructed access and a clear space no less than 36 inches in all directions. They shall be
protected from vehicle impact by curbing, guard posts or other means approved by the fire
code official. They shall be oriented with the large discharge facing the nearest street. All
discharges shall meet the NFPA requirements for distance above grade.
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. A County stormwater and land disturbing permit issued by the County is required for this
project. Please digitally submit the permit applications documentation with requisite review
fees to the COAST online permit portal (https://newhanovercountync-
energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at
https://www.nhcgov.com/251/Stormwater-Permitting and
https://www.nhcgov.com/249/Sediment-Erosion-Control.
2. How will the site be accessed as phase 1 roadway hasn’t been submitted.
3. Please contact the State for their stormwater permit requirements. It is anticipated a new
high density permit will be required.
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Site plan reflects connection to public sewer. An existing septic system is present at 226
Edgewater Club Rd. Septic tank is identified on plans, sheet C2. Septic tank shall be properly
abandoned by pumping, crushing and filling. Proposed infrastructure does not violate
setbacks to adjacent properties septic systems or well heads.
2. A County stormwater and land disturbing permit issued by the County is required for this
project. Please digitally submit the permit applications documentation with requisite review
fees to the COAST online permit portal (https://newhanovercountync-
Edgewater Senior – Major Subdivision – TRC Review
Page | 6
energovpub.tylerhost.net/apps/selfservice#/home). Applicable forms can be found at
https://www.nhcgov.com/251/Stormwater-Permitting and
https://www.nhcgov.com/249/Sediment-Erosion-Control.
3. How will the site be accessed as phase 1 roadway hasn’t been submitted.
4. Please contact the State for their stormwater permit requirements. It is anticipated a new high
density permit will be required.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Please submit street name proposals with alternatives prior to TRC approval.
2. Please contact me for address assignments following TRC approval.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
Public water and sewer
1. CFPUA TRC Comments provided are preliminary comments only.
2. CFPUA is moving toward becoming paperless. When ready to submit plan review package,
upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-
Plan-Review-103.
3. CFPUA water and sewer available via mainline extensions.
4. Capacity is dependent on the analysis of the pipe collection system (gravity and force mains).
5. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE
Application Form and a Preliminary Plan, this determination does not guarantee capacity.
6. Capacity is issued to projects on a first come, first serve basis, when capacity is available, the
plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the
Authority.
NCDOT, Nick Drees 910-343-3915
Driveway access and state road improvements
1. Please see attached comments.
Edgewater Senior – Major Subdivision – TRC Review
Page | 7
WMPO, Caitlin Cerza 910-473-5130
New Hanover County contracted traffic engineering services comments:
1. Please see attached comments.
Army Corps of Engineers, Brad Shaver 910-251-4611
Requirements if wetlands are impacted
1. No comments.
Project information also provided to the following state agencies and non-regulatory local
agencies for their awareness:
New Hanover County Emergency Management
New Hanover County Schools
NC Department of Environmental Quality (DEQ)
NC DEQ Division of Coastal Management
NC DEQ Division of Energy, Mineral, and Land Resources
New Hanover County Sustainability Manager
New Hanover County Soil & Water Conservation
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: December 2, 2025
Subject: Edgewater Club Village Phase 2
NCDOT Projects:
• N/A
WMPO 2050 MTP Projects:
• N/A
New Hanover County Projects:
• N/A
TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required.
Land Use (ITE Code) Intensity Unit 24 Hour
Volumes
AM Peak
Hour Trips
PM Peak
Hour Trips
Single family Detached
Housing (210) 38 Dwelling
Units 414 31 40
Low-Rise Residential with
Ground Floor Commercial
(230)
44 Dwelling
Units 151 19 16
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
JOSH STEIN DANIEL H. JOHNSON
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
Memorandum
DATE: December 3, 2025 TO: New Hanover County Technical Review Committee
SUBJECT: Edgewater Senior Performance Residential – 226 Edgewater Club 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 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
Site Plan Comments:
Driveway Plan Requirements:
• 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.
• Driveway Profile - In shoulder sections, maintain minimum 2% fall from edge of
travel way for required shoulder width distance (6’ minimum).
• Show grades at the centerline, edge of pavement, and within the proposed
driveway.
• Show the driveway profile with the proposed storm drainpipe.
o Select the appropriate type of drainage pipe for the amount of available
coverage.
• Refer to the NCDOT Roadway Design Manual for help with the design of any
roadway improvements.
o Figure 8-10 Recommended Treatment for Turn Lanes.
Drainage/Stormwater Conveyance:
• If the drainage does not naturally flow to the NCDOT right of way the historic
drainage pattern should be maintained.
Right of Way and/or Easement Dedication:
• Additional right of way and/or easements may be necessary to construct the right
turn lane and modify the drainage.
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.
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.
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
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.
Gated Entrances:
• Show and label any proposed gates with distances to the right of way line.
Internal Stem Protection:
• Label the internal protection stem length for the proposed driveway connection.
o Measured from the right-of-way line.
RB
S
RB
S
RB
S
RB
S
GRAVEL DRIVEWAY
GRAVEL DRIVEWAY
GRAVEL
DRVWY
GRAVEL DRIV
E
W
A
Y
RB
S
CO
N
C
R
E
T
E
CU
R
B
&
G
U
T
T
E
R
ED
G
E
O
F
P
A
V
E
M
E
N
T
CEN
T
E
R
L
I
N
E
O
F
P
A
V
E
M
E
N
T
ED
G
E
O
F
P
A
V
E
M
E
N
T
EIR
EIP
EIP
EIR
EIR
CON
C
R
E
T
E
S
I
D
E
W
A
L
K
EIR
EIP
EIP
EIP
CONCRETE
S
I
D
E
W
A
L
K
CONCRETE
SIDEWALK
SIG
N
ED
G
E
W
A
T
E
R
C
L
U
B
R
O
A
D
-
S
.
R
.
#1
4
0
2
60
'
R
/
W
(
P
U
B
L
I
C
)
2
3
1
10
9
8
7
6
5
4
11
0+0
0
1+0
0
2+
0
0
3+0
0
4+00
5+00
6+00
7+00
8+00
9+00
10+
0
0
11+
0
0
11+
4
7
Club-house
1
7
171819
OpenSpace
2
3
4
5
6
8
9
10
11
16
15
14
1312
20
21
22 23
24
25
38
37
36
35
29
30
31
32
33
34
27
28
OpenSpace
OpenSpace
OpenSpace
OpenSpace
Open
Space
26
PO
O
L
Open
Space
OpenSpace
SW POND #1
SW POND #2
EDGEWATER SENIOR
PERFORMANCE RESIDENTIAL
300 EDGEWATER CLUB ROAD
NEW HANOVER COUNTY, NC
NOVEMBER 17, 2025
C0: COVER SHEET
SURVEY
C1: OVERALL SITE PLAN
I1: INVENTORY SITE PLAN
C2: TREE REMOVAL PLAN
C3.1: GRADING, DRAINAGE, & EROSION CONTROL PLAN
C3.2: GRADING, DRAINAGE, & EROSION CONTROL PLAN
C3.3: PRE-DEVELOPMENT DRAINAGE AREAS
C3.4: POST-DEVELOPMENT DRAINAGE AREAS
C4.1: UTILITY PLAN
C4.2: UTILITY PLAN
PR1: UTILITY PLAN & PROFILE
PR2: UTILITY PLAN & PROFILE
C5.1: LAYOUT PLAN
C5.2: LAYOUT PLAN
C5.3: PHASE 1 DRIVEWAY LAYOUT PLAN
C5.4: OPEN SPACE PLAN
C6.0-C6.4: NOTES & DETAILS
CFPUA NOTES & DETAILS
INDEX OF SHEETS
OWNER/DEVELOPER:McCLAMMY FARMS, LLCGERALD DEAN HARDISON, MANAGER2922 ORVILLE WRIGHT WAY, SUITE 110WILMINGTON, NC 28405(910) 262-8525
C0
25024
PREL
I
M
I
N
A
R
Y
NOR T H CAROLI
N
A
T
. JASON C L A RK
PR O F E S SIO
N
A
L
ENGIN E E R
S E A L030869
SURVEYOR:TRANSYSTEMS101 AUTUMN HALL DR., SUITE 210WILMINGTON, NC 28403
(910) 523-5715
SCALE: 1"=150'
2602 IRON GATE DR., SUITE 102
WILMINGTON, NC 28412
PHONE (910) 343-9653
Tunstall Consulting Engineers PLLC
Licence #P-3152
NTS
*SITE
BED
D
O
E
S
D
R
GR
A
N
G
E
S
T
BLU
E
P
O
I
N
T
D
R
PORTER
S
N
E
C
K
R
D
E
D
G
E
W
A
T
E
R
C
L
U
B
R
D
CAP
T
A
I
N
D
E
X
T
E
R
WYN
D
GRENEZAY RD
E
V
E
R
E
T
T
S
C
R
E
E
K
D
R
LOCATION MAP
S
L
O
P
E
T
O
P
SLOP
E
T
O
P
DITCH TOP
DITCH TOP
DIT
C
H
T
O
P
DIT
C
H
T
O
P
SL
O
P
E
T
O
P
OH
E
OHE
OH
E
OHE
OHE
OHE
OHE
OHE
OHE OHE
O
H
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE
OHE
OH
E
OHE
OH
E
OH
E
OHE
OH
E
OHE
OH
E
OHE
OH
E
OHE
OHE
OH
E
OHE
OHE
OH
E
OHE
OH
E
OHE
OH
E
OHE
OHE
OH
E
OHE
OH
E
OHE
OH
E
OHE
OHE
OHE
OHE
OHE OHE
OH
E
OH
E
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
ED
G
E
W
A
T
E
R
C
L
U
B
R
O
A
D
-
S
.
R
.
#
1
4
0
2
60
'
R
/
W
(
P
U
B
L
I
C
)
RB
S
WA
T
E
R
S
T
O
N
E
-
P
H
A
S
E
B
M.
B
.
7
5
,
P
G
.
2
3
6
TR
A
C
T
B
WA
T
E
R
S
T
O
N
E
EX
E
M
P
T
S
U
B
D
I
V
I
S
I
O
N
M.
B
.
6
0
,
P
A
G
E
2
0
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
BO
A
R
D
O
F
E
D
U
C
A
T
I
O
N
D.
B
.
5
8
5
5
,
P
A
G
E
1
6
8
0
SW
A
N
S
O
N
G
PR
O
P
E
R
T
I
E
S
,
L
L
C
D.
B
.
6
3
6
8
,
P
A
G
E
2
3
1
0
LO
T
"
C
"
Mc
C
L
A
M
M
Y
S
U
R
V
E
Y
M.
B
.
4
2
,
P
A
G
E
3
2
8
MA
R
I
E
R
A
Y
N
O
R
D.
B
.
5
6
0
7
,
P
A
G
E
7
7
2
LO
T
"
B
"
Mc
C
L
A
M
M
Y
S
U
R
V
E
Y
M.
B
.
3
9
,
P
A
G
E
1
7
1
MA
R
K
H
.
J
U
N
G
E
R
S
D.
B
.
6
4
3
6
,
P
G
.
6
9
1
LO
T
"
D
"
Mc
C
L
A
M
M
Y
S
U
R
V
E
Y
M.
B
.
6
0
,
P
G
.
2
4
7
RB
S
RB
S
RB
S
"X" ON
HEADW
A
L
L
ELEV. 1
1
.
6
9
WINDIN
G
C
R
E
E
K
C
I
R
C
L
E
40
'
R
/
W
(
P
R
I
V
A
T
E
)
K
E
D
L
E
T
O
N
C
O
U
R
T
4
0
'
R
/
W
(
P
U
B
L
I
C
)
MOSS RI
D
G
E
C
O
U
R
T
40' R/W (P
U
B
L
I
C
)
WATERST
O
N
E
D
R
I
V
E
40' R/W (
P
U
B
L
I
C
)
GRAND HARVEST COURT
50' R/W (PRIVATE)
RI
P
R
A
P
BO
A
R
D
F
E
N
C
E
BOARD FENC
E
BO
A
R
D
F
E
N
C
E
BOARD F
E
N
C
E
SLO
P
E
BOT
T
O
M
BE
N
C
H
FL
O
O
D
Z
O
N
E
:
"
S
H
A
D
E
D
X
"
(0
.
2
%
A
N
N
U
A
L
F
L
O
O
D
R
I
S
K
)
FL
O
O
D
Z
O
N
E
:
"
A
E
"
BA
S
E
F
L
O
O
D
E
L
E
V
:
1
3
'
FL
O
O
D
Z
O
N
E
:
"
X
"
(M
I
N
I
M
A
L
F
L
O
O
D
R
I
S
K
)
F
L
O
O
D
Z
O
N
E
:
"
S
H
A
D
E
D
X
"
(0
.
2
%
A
N
N
U
A
L
F
L
O
O
D
R
I
S
K
)
FLOO
D
Z
O
N
E
:
"
S
H
A
D
E
D
X
"
(0.2%
A
N
N
U
A
L
F
L
O
O
D
R
I
S
K
)
FLOO
D
Z
O
N
E
:
"
X
"
(MINI
M
A
L
F
L
O
O
D
R
I
S
K
)
F
L
O
O
D
Z
O
N
E
:
"
A
E
"
B
A
S
E
F
L
O
O
D
E
L
E
V
:
1
3
'
F
L
O
O
D
Z
O
N
E
:
"
S
H
A
D
E
D
X
"
(
0
.
2
%
A
N
N
U
A
L
F
L
O
O
D
R
I
S
K
)
FL
O
O
D
Z
O
N
E
:
"
S
H
A
D
E
D
X
"
(0
.
2
%
A
N
N
U
A
L
F
L
O
O
D
R
I
S
K
)
FL
O
O
D
Z
O
N
E
:
"
X
"
(M
I
N
I
M
A
L
F
L
O
O
D
R
I
S
K
)
FL
O
O
D
Z
O
N
E
:
"
S
H
A
D
E
D
X
"
(0
.
2
%
A
N
N
U
A
L
F
L
O
O
D
R
I
S
K
)
FL
O
O
D
Z
O
N
E
:
"
X
"
(
M
I
N
I
M
A
L
F
L
O
O
D
R
I
S
K
)
FL
O
O
D
Z
O
N
E
:
"
S
H
A
D
E
D
X
"
(0
.
2
%
A
N
N
U
A
L
F
L
O
O
D
R
I
S
K
)
FL
O
O
D
Z
O
N
E
:
"
X
"
(M
I
N
I
M
A
L
F
L
O
O
D
R
I
S
K
)
SOIL DRIVEWAY
SOIL DRIVEWAY
DITCH BOTTOM
CO
N
C
R
E
T
E
AS
P
H
A
L
T
S
I
D
E
W
A
L
K
ASP
H
A
L
T
S
I
D
E
W
A
L
K
ASPHALT SI
D
E
W
A
L
K
ASP
H
A
L
T
S
I
D
E
W
A
L
K
SIDEWALK
SID
E
W
A
L
K
EX
I
S
T
I
N
G
DW
E
L
L
I
N
G
36.3'
30
.
0
'
2.0'
12.2'
18
.
1
'
9.9'
26.
1
'11.
6
'
12.3'
28.0'14
.
4
'
73.
1
'
76.
8
'
12
6
.
9
'
87.5'
98.9'
10.0'
10
.
2
'
DO
G
H
O
U
S
E
SA
T
E
L
L
I
T
E
PO
L
E
FL
A
G
PO
L
E
BR
I
C
K
W
E
L
L
H
O
U
S
E
OHE
OHE OHE OHE
OHE OHE OHE
OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OHE
OH
E
OHE
OH
E
OHE
OH
E
OHE
OH
E
OHE
OH
E
OHE OHE
CONC. DRIVEWAY
CONC. DRIVEWAY
CONC. DRIVEWAY
GRAVEL D
R
I
V
E
W
A
Y
CONC. DRIVEWAY
CONC. DRIVEWAY
CONC. DRIVEWAY
GRAVEL DRIVEWAY
GRAVEL
DRVWY
GRAVEL DRI
V
E
W
A
Y
DIT
C
H
B
O
T
T
O
M
IN
V
:
1
5
.
6
3
'
18
"
R
C
P
WATERSTONE DRIVE
IN
V
:
1
1
.
0
5
'
SLOPE BOTTOM
12
"
C
P
P
I
N
V
:
1
3
.
0
1
'
DIRI
M
:
1
5
.
5
6
'
12
"
C
P
P
I
N
V
:
1
3
.
0
5
'
WO
O
D
E
D
A
R
E
A
WOODE
D
A
R
E
A
UT
I
L
I
T
Y
E
A
S
E
M
E
N
T
TO
C
F
P
U
A
WI
D
T
H
V
A
R
I
E
S
D.
B
.
5
9
9
6
,
P
G
.
3
5
7
NE
W
1
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
50
'
A
C
C
E
S
S
A
N
D
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
TO
H
A
R
-
S
T
E
I
N
V
E
S
T
M
E
N
T
S
,
L
L
C
D.
B
.
5
9
9
6
,
P
G
.
3
5
7
EI
R
MP
EI
P
EI
P
EI
P
EI
P
EI
P
CO
N
T
R
O
L
C
O
R
N
E
R
EI
P
EI
P
EI
P
EI
P
EI
P
RB
S
CO
N
T
R
O
L
CO
R
N
E
R
RB
S
1
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
SH
E
D
SH
E
D
SHED
SHED
IN
V
:
5
.
8
2
'
IN
V
:
5
.
7
5
'
42"
R
C
P
RI
P
R
A
P
RIPRAP
RIP
R
A
P
S
L
O
P
E
T
O
P
S
L
O
P
E
B
O
T
T
O
M
SE
P
T
I
C
T
A
N
K
SL
O
P
E
T
O
P
SL
O
P
E
T
O
P
SLOPE TOP
SLOP
E
T
O
P
WOO
D
E
D
A
R
E
A
CO
N
C
R
E
T
E
CU
R
B
&
G
U
T
T
E
R
ED
G
E
O
F
P
A
V
E
M
E
N
T
CE
N
T
E
R
L
I
N
E
O
F
P
A
V
E
M
E
N
T
ED
G
E
O
F
P
A
V
E
M
E
N
T
10
'
N
O
N
-
E
X
C
L
U
S
I
V
E
U
T
I
L
I
T
Y
AN
D
M
A
I
N
T
E
N
A
N
C
E
E
A
S
E
M
E
N
T
D.
B
.
5
9
9
6
,
P
G
.
3
5
7
15
9
16
0
16
1
16
2
15
3
15
2
15
1
15
8
15
7
15
6
SW
A
N
S
O
N
G
PR
O
P
E
R
T
I
E
S
,
L
L
C
D.
B
.
6
3
6
8
,
P
A
G
E
2
3
1
5
LO
T
1
Mc
C
L
A
M
M
Y
S
U
R
V
E
Y
M.
B
.
4
2
,
P
A
G
E
3
2
8
OP
E
N
S
P
A
C
E
15
5
15
4
OP
E
N
S
P
A
C
E
WA
T
E
R
S
T
O
N
E
-
P
H
A
S
E
3
M.
B
.
7
0
,
P
G
.
4
1
41
42
43
44
45
46
47
48
49
OPEN S
P
A
C
E
WA
T
E
R
S
T
O
N
E
-
P
H
A
S
E
2
M.
B
.
6
5
,
P
G
.
1
5
0
14
7
OP
E
N
S
P
A
C
E
14
6
14
5
14
4
14
3
14
2
14
1
14
0
13
9
13
8
13
7
13
6
13
5
13
4
13
3
13
2
OP
E
N
S
P
A
C
E
12
7
12
8
T
R
A
C
T
B
WA
T
E
R
S
T
O
N
E
EX
E
M
P
T
S
U
B
D
I
V
I
S
I
O
N
M.
B
.
6
0
,
P
A
G
E
2
0
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
BO
A
R
D
O
F
E
D
U
C
A
T
I
O
N
D.
B
.
5
8
5
5
,
P
A
G
E
1
6
8
0
AM
E
N
I
T
Y
A
R
E
A
WA
T
E
R
S
T
O
N
E
PH
A
S
E
1
-
S
E
C
T
I
O
N
2
M.
B
.
6
4
,
P
G
.
2
8
2
OP
E
N
S
P
A
C
E
WA
T
E
R
S
T
O
N
E
PH
A
S
E
1
-
S
E
C
T
I
O
N
2
M.
B
.
6
4
,
P
G
.
2
8
2
SI
T
E
B
E
N
C
H
M
A
R
K
"X
"
O
N
R
E
T
A
I
N
I
N
G
W
A
L
L
EL
E
V
A
T
I
O
N
:
1
1
.
6
9
'
SI
T
E
B
E
N
C
H
M
A
R
K
TO
P
O
F
I
R
O
N
R
E
B
A
R
EL
E
V
A
T
I
O
N
:
1
7
.
1
9
'
CO
N
C
R
E
T
E
S
T
E
P
P
I
N
G
ST
O
N
E
S
I
D
E
W
A
L
K
HV
A
C
P
A
D
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL WL
WA
T
E
R
M
A
I
N
S
T
R
A
C
E
D
FR
O
M
C
F
P
U
A
D
A
T
A
S
H
E
E
T
WA
T
E
R
V
A
L
V
E
P
E
R
CF
P
U
A
D
A
T
A
S
H
E
E
T
WA
T
E
R
V
A
L
V
E
P
E
R
CF
P
U
A
D
A
T
A
S
H
E
E
T
WA
T
E
R
V
A
L
V
E
P
E
R
CF
P
U
A
D
A
T
A
S
H
E
E
T
SS
SS
SS
SS
SS
SS SS SS
SE
W
E
R
M
A
I
N
S
T
R
A
C
E
D
FR
O
M
C
F
P
U
A
D
A
T
A
S
H
E
E
T
SE
W
E
R
M
A
I
N
T
R
A
C
E
D
FR
O
M
C
F
P
U
A
D
A
T
A
S
H
E
E
T
SE
W
E
R
M
A
N
H
O
L
E
P
E
R
CF
P
U
A
D
A
T
A
S
H
E
E
T
SE
W
E
R
M
A
N
H
O
L
E
P
E
R
CF
P
U
A
D
A
T
A
S
H
E
E
T
SE
W
E
R
F
O
R
C
E
M
A
I
N
T
R
A
C
E
D
FR
O
M
C
F
P
U
A
D
A
T
A
S
H
E
E
T
SE
W
E
R
F
O
R
C
E
M
A
I
N
T
R
A
C
E
D
FR
O
M
C
F
P
U
A
D
A
T
A
S
H
E
E
T
ED
G
E
W
A
T
E
R
C
L
U
B
R
O
A
D
-
S
.
R
.
#
1
4
0
2
60
'
R
/
W
(
P
U
B
L
I
C
)
TRACT
B
WATER
S
T
O
N
E
E
X
E
M
P
T
S
U
B
D
I
V
I
S
I
O
N
HAR-ST
E
I
N
V
E
S
T
M
E
N
T
S
,
L
L
C
DEED B
O
O
K
6
4
1
2
,
P
A
G
E
1
3
3
5
UTILITY
E
A
S
E
M
E
N
T
TO CFP
U
AWIDTH
V
A
R
I
E
S
D.B. 59
9
6
,
P
G
.
3
5
7
50' AC
C
E
S
S
A
N
D
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
TO HA
R
-
S
T
E
I
N
V
E
S
T
M
E
N
T
S
,
L
L
C
D.B. 59
9
6
,
P
G
.
3
5
7
1
0
'
TRACT
A
WATER
S
T
O
N
E
E
X
E
M
P
T
S
U
B
D
I
V
I
S
I
O
N
MAP B
O
O
K
6
0
,
P
A
G
E
2
0
MCCL
A
M
M
Y
F
A
R
M
S
,
L
L
C
DEED B
O
O
K
6
0
5
3
,
P
A
G
E
2
3
9
9
EIR
EIPEIP
EIR
EIR
6.
5
'
W
O
O
D
F
E
N
C
E
DITCH T
O
P
S
18" RC
P
-
I
N
V
:
1
3
.
3
4
'
18" RCP
-
I
N
V
:
1
3
.
4
3
'
WATERST
O
N
E
D
R
I
V
E
50' R/W (P
U
B
L
I
C
)
PER M.B. 6
9
,
P
G
.
2
1
9
CO
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EIR
EIP
EIP
EIP
AREA
318,748
S
.
F
.(7.32 Ac
r
e
s
)
SLOPETOP
SLOPETOP
RIPRAP
12"CPP
I
N
V
:
4
.
2
5
'
12"CPP
I
N
V
:
4
.
3
0
'
12"CPP
I
N
V
:
9
.
8
8
'
12"CPP
I
N
V
:
9
.
9
5
'
SEWER
M
A
N
H
O
L
E
TOP: 14
.
0
8
'
SEWER
M
A
N
H
O
L
E
TOP: 1
8
.
6
3
'10"PV
C
(
N
E
)
I
N
V
:
-
2
.
6
7
'
10"PVC
(
S
W
)
I
N
V
:
-
2
.
7
0
'
SEWER
M
A
N
H
O
L
E
w/ AIR
R
E
L
E
A
S
E
V
A
L
V
E
TOP: 21
.
3
3
'TOP OF
P
I
P
E
:
1
6
.
6
8
'
SEWER
M
A
N
H
O
L
E
TOP: 18
.
5
2
'10"PVC
(
N
E
)
I
N
V
:
-
1
.
8
8
'
10"PVC
(
S
E
)
I
N
V
:
-
1
.
9
0
'
SEWER
M
A
N
H
O
L
E
TOP: 15
.
3
2
'
10"PVC
(
N
E
)
I
N
V
:
-
1
.
2
8
'
10"PVC
(
S
W
)
I
N
V
:
-
1
.
2
8
'
10"PVC
(
S
E
)
I
N
V
:
-
1
.
2
9
'
6.5
'
W
O
O
D
F
E
N
C
E
CONCRE
T
E
S
I
D
E
W
A
L
K
CONCRETE
SIDEWALK
OPEN
S
P
A
C
E
&
P
U
B
L
I
C
DRAIN
A
G
E
E
A
S
E
M
E
N
T
WATER
S
T
O
N
E
-
P
H
.
1
-
S
E
C
.
2
MAP B
O
O
K
6
4
,
P
A
G
E
2
8
1
-
2
8
2
MCCL
A
M
M
Y
F
A
R
M
S
,
L
L
C
DEED B
O
O
K
6
0
5
3
,
P
A
G
E
2
3
9
9
IRRIGAT
I
O
N
C
O
N
T
R
O
L
ELECTR
I
C
B
O
X
WATER
V
A
L
V
E
/
PUMP
C
O
N
T
R
O
L
WATER
M
E
T
E
R
&
(4) WA
T
E
R
V
A
L
V
E
S
ELECTR
I
C
P
E
D
E
S
T
A
L
AND LI
G
H
T
P
O
L
E
SIG
N
DROP I
N
L
E
TTOP: 12
.
9
3
'
15"RCP
I
N
V
:
9
.
0
5
'
DROP I
N
L
E
TTOP: 12
.
8
2
'FULL O
F
S
E
D
I
M
E
N
T
DROP I
N
L
E
TTOP: 15.
6
8
'
12"CPP
(
S
E
)
I
N
V
:
1
3
.
2
0
'
12"CM
P
(
S
)
I
N
V
:
1
2
.
1
6
'
12"CPPINV: 12.
6
7
'
DITCH
T
O
P
S
AND B
O
T
T
O
M
S
FO
FO
FO
FO
FO
FO
FO
DITCH T
O
P
S
DROP I
N
L
E
TTOP: 1
3
.
4
9
'TOP OF
S
E
D
I
M
E
N
T
:
8
.
1
9
'
FULL OF
W
A
T
E
R
A
N
D
D
I
R
T
TOP RC
P
:
7
.
3
4
'
BACK OF CURB
AP
P
R
O
X
I
M
A
T
E
FO
R
C
E
M
A
I
N
APPROXIMATEFORCE MAIN
APPROXIMATEFORCE MAIN
AP
P
R
O
X
I
M
A
T
E
FO
R
C
E
M
A
I
N
RIPRAP
14.2
13.4
15.2
8.3
10' UTIL
I
T
Y
E
A
S
E
M
E
N
T
M.B. 69,
P
G
.
9
5
DROP I
N
L
E
TTOP: 1
4
.
6
4
'FULL O
F
W
A
T
E
R
A
N
D
D
I
R
T
15"RCP
(
N
W
)
T
O
P
P
I
P
E
:
9
.
2
6
'
15"RCP
(
S
E
)
T
O
P
P
I
P
E
:
9
.
2
4
'
STORM
M
A
N
H
O
L
E
TOP: 18
.
9
8
'FULL O
F
W
A
T
E
R
/
S
E
D
I
M
E
N
T
15"RCP
(
N
)
T
O
P
O
F
P
I
P
E
:
1
0
.
2
8
'
15"RCP
(
S
)
T
O
P
O
F
P
I
P
E
:
1
0
.
2
3
'
STORM
M
A
N
H
O
L
E
TOP: 15
.
1
3
'
PIPE CO
N
F
I
G
U
R
A
T
I
O
N
PER CO
N
S
T
R
U
C
T
I
O
N
P
L
A
N
S
19
ED
G
E
W
A
T
E
R
C
L
U
B
R
O
A
D
-
S
.
R
.
#1
4
0
2
60
'
R
/
W
(
P
U
B
L
I
C
)
Ke
Cr
Ke
Cr
Ke
Ke
DE
V
E
L
O
P
E
R
:
PREL
I
M
I
N
A
R
Y
NOR T H CAROLI
N
A
T
. JASON C L A RK
PR O F E S SIO
N
A
L
ENGIN E E R
S E A L030869
I1
25024
License #P-3152
(9
1
0
)
2
6
2
-
8
5
2
5
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
0
5
29
2
2
O
R
V
I
L
L
E
W
R
I
G
H
T
W
A
Y
,
S
U
I
T
E
1
1
0
GE
R
A
L
D
D
E
A
N
H
A
R
D
I
S
O
N
,
M
A
N
A
G
E
R
Mc
C
L
A
M
M
Y
F
A
R
M
S
,
L
L
C
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
C
ED
G
E
W
A
T
E
R
S
E
N
I
O
R
IN
V
E
N
T
O
R
Y
S
I
T
E
P
L
A
N
30
0
E
D
G
E
W
A
T
E
R
C
L
U
B
R
O
A
D
SCALE: 1"=60'
26
0
2
I
R
O
N
G
A
T
E
D
R
.
,
S
U
I
T
E
1
0
2
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
1
2
PH
O
N
E
(
9
1
0
)
3
4
3
-
9
6
5
3
Tu
n
s
t
a
l
l
C
o
n
s
u
l
t
i
n
g
E
n
g
i
n
e
e
r
s
P
L
L
C
PROPERTY LINE
TEMPORARY SILT FENCE
DISTURBED AREA LIMITSLDLLDLLDLLDLLDL
SS SS SS SS SS
PROPOSED STORMDRAIN PIPE
PROPOSED CONTOUR
PROPOSED WATERLINE
13"PINE
13"PINE
TP TP TP TP TP TP TP TP TP
W W W W W W
SD SD SD SD SD
PROPOSED SANITARY SEWER
PROPOSED SPOT ELEVATION FLOW LINE
PROPOSED SPOT ELEVATION TOP OF CURB
PROPOSED SPOT ELEVATION FINISH GRADE
FLARED END SECTION WITH RIP-RAPENERGY DISSIPATOR
DROP INLET WITH INLET PROTECTION (DI)
PROPOSED FIRE HYDRANT
EXISTING CONTOUR
EXISTING TREE TO BE SAVED
EXISTING TREE TO BE REMOVED
TREE PROTECTION FENCING
X X TSF X X TSF X X TSF
CURB INLET WITH INLET PROTECTION (CI)
JUNCTION BOX (JB)
35
6
SIDEWALK
ASPHALT
INTERIORLANDSCAPING
HARDSCAPE MATERIAL
EDGEW
A
T
E
R
C
L
U
B
R
O
A
D
-
S
.
R
.
#
1
4
0
2
60
'
R
/
W
(
P
U
B
L
I
C
)
RB
S
WA
T
E
R
S
T
O
N
E
-
P
H
A
S
E
B
M.
B
.
7
5
,
P
G
.
2
3
6
TR
A
C
T
B
WA
T
E
R
S
T
O
N
E
EX
E
M
P
T
S
U
B
D
I
V
I
S
I
O
N
M.
B
.
6
0
,
P
A
G
E
2
0
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
BO
A
R
D
O
F
E
D
U
C
A
T
I
O
N
D.
B
.
5
8
5
5
,
P
A
G
E
1
6
8
0
SW
A
N
S
O
N
G
PR
O
P
E
R
T
I
E
S
,
L
L
C
D.
B
.
6
3
6
8
,
P
A
G
E
2
3
1
0
LO
T
"
C
"
Mc
C
L
A
M
M
Y
S
U
R
V
E
Y
M.
B
.
4
2
,
P
A
G
E
3
2
8
MA
R
I
E
R
A
Y
N
O
R
D.
B
.
5
6
0
7
,
P
A
G
E
7
7
2
LO
T
"
B
"
Mc
C
L
A
M
M
Y
S
U
R
V
E
Y
M.
B
.
3
9
,
P
A
G
E
1
7
1
MAR
K
H
.
J
U
N
G
E
R
S
D.
B
.
6
4
3
6
,
P
G
.
6
9
1
LO
T
"
D
"
McC
L
A
M
M
Y
S
U
R
V
E
Y
M.
B
.
6
0
,
P
G
.
2
4
7
RB
S
RB
S
RB
S
WINDING CREE
K
C
I
R
C
L
E
40' R/W (PRI
V
A
T
E
)
KEDLETO
N
C
O
U
R
T
40' R/W
(
P
U
B
L
I
C
)
MOSS RID
G
E
C
O
U
R
T
WATERS
T
O
N
E
D
R
I
V
E
40' R/W (P
U
B
L
I
C
)
GRAND HARVEST COURT
50' R/W (PRIVATE)
GRAVEL DRI
V
E
W
A
Y
GRAVEL DRIVEWAY
GRAVEL
DRVWY
GRAVEL DRIV
E
W
A
Y
WATERSTONE DRIVE
RB
S
RIPRAP
ED
G
E
O
F
P
A
V
E
M
E
N
T
CE
N
T
E
R
L
I
N
E
O
F
P
A
V
E
M
E
N
T
ED
G
E
O
F
P
A
V
E
M
E
N
T
15
9
16
0
16
1
16
2
15
3
15
2
15
1
15
8
15
7
15
6
SW
A
N
S
O
N
G
PR
O
P
E
R
T
I
E
S
,
L
L
C
D.
B
.
6
3
6
8
,
P
A
G
E
2
3
1
5
LO
T
1
Mc
C
L
A
M
M
Y
S
U
R
V
E
Y
M.
B
.
4
2
,
P
A
G
E
3
2
8
15
5
15
4
OP
E
N
S
P
A
C
E
WA
T
E
R
S
T
O
N
E
-
P
H
A
S
E
3
M.
B
.
7
0
,
P
G
.
4
1
42
43
44
45
46
47
48
49
OPEN S
P
A
C
E
OP
E
N
S
P
A
C
E
13
8
13
7
13
6
13
5
13
4
OP
E
N
S
P
A
C
E
TR
A
C
T
B
WA
T
E
R
S
T
O
N
E
EX
E
M
P
T
S
U
B
D
I
V
I
S
I
O
N
M.
B
.
6
0
,
P
A
G
E
2
0
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
BO
A
R
D
O
F
E
D
U
C
A
T
I
O
N
D.
B
.
5
8
5
5
,
P
A
G
E
1
6
8
0
AM
E
N
I
T
Y
A
R
E
A
WA
T
E
R
S
T
O
N
E
PH
A
S
E
1
-
S
E
C
T
I
O
N
2
M.
B
.
6
4
,
P
G
.
2
8
2
OP
E
N
S
P
A
C
E
WA
T
E
R
S
T
O
N
E
PH
A
S
E
1
-
S
E
C
T
I
O
N
2
M.
B
.
6
4
,
P
G
.
2
8
2
OP
E
N
S
P
A
C
E
12
6C
R
A
N
F
O
R
D
D
R
I
V
E
4
5
'
R
/
W
(
P
R
I
V
A
T
E
)
SI
T
E
B
E
N
C
H
M
A
R
K
TO
P
O
F
I
R
O
N
R
E
B
A
R
EL
E
V
A
T
I
O
N
:
1
7
.
1
9
'
WA
T
E
R
M
A
I
N
S
T
R
A
C
E
D
FR
O
M
C
F
P
U
A
D
A
T
A
S
H
E
E
T
WA
T
E
R
V
A
L
V
E
P
E
R
CF
P
U
A
D
A
T
A
S
H
E
E
T
WA
T
E
R
V
A
L
V
E
P
E
R
CF
P
U
A
D
A
T
A
S
H
E
E
T
WA
T
E
R
V
A
L
V
E
P
E
R
CF
P
U
A
D
A
T
A
S
H
E
E
T
SS
SS
SS
SS
SS
SS SS SS
ED
G
E
W
A
T
E
R
C
L
U
B
R
O
A
D
-
S
.
R
.
#
1
4
0
2
60
'
R
/
W
(
P
U
B
L
I
C
)
TRACT
B
WATER
S
T
O
N
E
E
X
E
M
P
T
S
U
B
D
I
V
I
S
I
O
N
MAP B
O
O
K
6
0
,
P
A
G
E
2
0
NEW H
A
N
O
V
E
R
C
O
U
N
T
Y
BOARD
O
F
E
D
U
C
A
T
I
O
N
DEED B
O
O
K
5
8
5
5
,
P
A
G
E
1
6
8
0
HAR-ST
E
I
N
V
E
S
T
M
E
N
T
S
,
L
L
C
DEED B
O
O
K
6
4
1
2
,
P
A
G
E
1
3
3
5
TRACT
A
WATER
S
T
O
N
E
E
X
E
M
P
T
S
U
B
D
I
V
I
S
I
O
N
MAP B
O
O
K
6
0
,
P
A
G
E
2
0
MCCL
A
M
M
Y
F
A
R
M
S
,
L
L
C
DEED B
O
O
K
6
0
5
3
,
P
A
G
E
2
3
9
9
EIR
EIPEIP
EIR
EIR
WATERST
O
N
E
D
R
I
V
E
50' R/W (P
U
B
L
I
C
)
PER M.B.
6
9
,
P
G
.
2
1
9
CO
N
C
R
E
T
E
S
I
D
E
W
A
L
K
EIR
EIP
EIP
EIP
RIPRAP
CONCRET
E
S
I
D
E
W
A
L
K
CONCRETE
SIDEWALK
OPEN S
P
A
C
E
&
P
U
B
L
I
C
DRAIN
A
G
E
E
A
S
E
M
E
N
T
WATER
S
T
O
N
E
-
P
H
.
1
-
S
E
C
.
2
MAP B
O
O
K
6
4
,
P
A
G
E
2
8
1
-
2
8
2
MCCL
A
M
M
Y
F
A
R
M
S
,
L
L
C
DEED B
O
O
K
6
0
5
3
,
P
A
G
E
2
3
9
9
ELECTRI
C
P
E
D
E
S
T
A
L
AND LI
G
H
T
P
O
L
E
SIG
N
FO
FO
FO
FO
FO
FO
FO
RIPRAP
ED
G
E
W
A
T
E
R
C
L
U
B
R
O
A
D
-
S
.
R
.
#1
4
0
2
60
'
R
/
W
(
P
U
B
L
I
C
)
2
3
1
10
9
8
7
6
5
4
11
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+00
5+00
6+00
7+00
8+0
0
9+0
0
10
+
0
0
11+
0
0
11+
4
7
Club-
hous
e
1
7
171819
Open
Spac
e
2
3
4
5
6
8
9
10
11
16
15
14
1312
2021
22 23
24
25
38
37
36
35
29
30
31
32
33
34
27
28
Open
Spac
eOpen
Spac
e
Open
Space
Open
Spac
e
Open
Spac
e
26
PO
O
L
Open
Spac
e
Open
Spac
e
SW POND #1
SW POND #2
DE
V
E
L
O
P
E
R
:
PREL
I
M
I
N
A
R
Y
NOR T H CAROLI
N
A
T
. JASON C L A RK
PR O F E S SIO
N
A
L
ENGIN E E R
S E A L030869
C1
25024
License #P-3152
(9
1
0
)
2
6
2
-
8
5
2
5
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
0
5
29
2
2
O
R
V
I
L
L
E
W
R
I
G
H
T
W
A
Y
,
S
U
I
T
E
1
1
0
GE
R
A
L
D
D
E
A
N
H
A
R
D
I
S
O
N
,
M
A
N
A
G
E
R
Mc
C
L
A
M
M
Y
F
A
R
M
S
,
L
L
C
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
C
ED
G
E
W
A
T
E
R
S
E
N
I
O
R
OV
E
R
A
L
L
S
I
T
E
P
L
A
N
30
0
E
D
G
E
W
A
T
E
R
C
L
U
B
R
O
A
D
SCALE: 1"=60'
26
0
2
I
R
O
N
G
A
T
E
D
R
.
,
S
U
I
T
E
1
0
2
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
1
2
PH
O
N
E
(
9
1
0
)
3
4
3
-
9
6
5
3
Tu
n
s
t
a
l
l
C
o
n
s
u
l
t
i
n
g
E
n
g
i
n
e
e
r
s
P
L
L
C
LEGEND
NTS
*SITE
BED
D
O
E
S
D
R
GR
A
N
G
E
S
T
BLU
E
P
O
I
N
T
D
R
PORTER
S
N
E
C
K
R
D
E
D
G
E
W
A
T
E
R
C
L
U
B
R
D
CAP
T
A
I
N
D
E
X
T
E
R
WYN
D
GRENEZAY RD
E
V
E
R
E
T
T
S
C
R
E
E
K
D
R
LOCATION MAP
SITE NOTES:
SITE DATA TABLE - PHASE 1EDGEWATER VILLAS
SITE DATA TABLE- PHASE 2 EDGEWATER SENIOR SINGLE FAMILY
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