HomeMy WebLinkAbout5901 Castle Hayne Road - Reagan Retail - TRC Comments
Reagan Retail – 5901 Castle Hayne Road – TRC Review
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To: Robert Reagan, Jr. Reagan LLC
From: Zach Dickerson
Senior Planner
Date: October 2, 2024 TRC
PID#: R01109-001-001-000
Egov# SITECN-24-000038
Subject: 5901 Castle Hayne Road –Reagan Retail - TRC Review
The following comments have been received for the October 02, 2024, TRC meeting. Additional comments
may be made upon further review of subsequent revisions.
Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items
must be resubmitted prior to receiving preliminary plan approval.
Planning, Zach Dickerson 910-798-7450
1. General Comments
a. Zoning is B-2
b. Proposed use of retail and general office, allowed by right.
2. UDO Section 5.1, Parking and Loading
a. Parking is sufficient per the use. Thanks for including parking space size details.
b. As of June 17, 2024, any development requiring 25 or more parking spaces is required to
run conduit for Electric Vehicle Parking.
i. This is required for 20% of parking spaces, capping at 15 spaces.
ii. 66 parking spaces are shown on the site plan, 20% is 13 spaces.
iii. Please show on the site plan the 13 spaces to which the conduit will be run.
iv. Please note: Electric Vehicle Charging Stations are not required for developments
in New Hanover County- only conduit.
Reagan Retail – 5901 Castle Hayne Road – TRC Review
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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. For the trees planned to be removed on site, please apply for a Tree Removal Permit.
b. Please refer to UDO Section 5.3 for Tree Retention Standards.
5. UDO Section 5.4, Landscaping and Buffering
a. Landscaping calculations look good.
b. Please detail types of trees to be planted in street yard and parking lot landscaping.
c. Please detail what type of Opaque buffer will be used, be it all vegetation, berm and
vegetation or fencing and vegetation.
d. Detailing numbers of trees to be planted in street yard or parking lot landscaping will
confirm if the 15 trees planted/retained per acre disturbed requirement is met.
6. UDO Section 5.5, Lighting
a. Please note that a lighting plan is not required for TRC approval, but will be required prior
to issuance of construction plan approvals.
b. Please refer to UDO Section 5.5 for Lighting Standards.
7. UDO Section 5.6, Signs
a. For any signs on the site, please submit for a sign permit, referencing Section 5.6 of the
UDO for standards.
8. UDO Section 5.7, Conservation Resources
a. Per the New Hanover County Conservation Resource map, there are no Conservation
Resources on this property.
NHC Fire Services, Ray Griswold 910-798-7448
1. Fire Finals required.
2. Portable Fire Extinguishers per NFPA 10
3. Section 510 Study Required- Emergency First Responder Radio coverage
4. Sprinkler & Fire Alarm permitting required.
Reagan Retail – 5901 Castle Hayne Road – TRC Review
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NHC Engineering, Galen Jamison 910-798-7072
1. A land disturbing issued by the County is required for this project. Please digitally submit the
permit application documentation with requisite review fees for County issued permit directly
to gjamison@nhcgov.com. Application and forms can be found at
https://www.nhcgov.com/249/Sediment-Erosion-Control.
2. A County stormwater 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 however the application form is not required as the
information will be gathered by the COAST portal.
3. Please contact the State for the stormwater permit requirements. It is assumed a high density
permit will be obtained.
NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site plan reflects connection to public water & sewer. Infrastructure must maintain setbacks to
septic systems located at 3913 and 3909 Lynn Ave.
NHC Addressing, Katherine May 910-798-7443
1. Suites will need unit addresses. Please contact planning for addresses following TRC approval.
NHC Soil & Water, Brian Dadson 910-798-7138
1. See attachment.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
1. CFPUA TRC Comments provided are preliminary comments only.
2. Utility Plan review required by CFPUA.
3. 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.
4. CFPUA water and sewer available. Per CFPUA ordinance and design manual, Corner lots are
required to extend the main along the frontage of each road.
NCDOT, Nick Drees 910-343-3915
1. See attachment.
Reagan Retail – 5901 Castle Hayne Road – TRC Review
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WMPO, Greer Templer 910-341-0107
1. See attachment.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. No comment
Comments not received at this time from:
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
USACE, Rachel Capito
NCDEMLR, Dan Sams
DCM, Tanya Pietila
TO: New Hanover County Planning Department, September 20th, 2024
FROM: Dru Harrison, Director
RE: Reagan Retail - 5901 Castle Hayne Road
I HAVE REVIEWED THIS PLAN AS REQUESTED AND HAVE THESE COMMENTS: The soils are predominantly Kenansville fine sand (Ke) and
Lynchburg fine sand (Ls).
According to the booklet, “Wilmington/New Hanover Classification of soils for
Septic Tank Suitability”, Kenansville is a Class I soils and Lynchburg is a Class II soils.
The Soil Survey of New Hanover County lists Kenansville as well drained and Lynchburg as somewhat poorly drained.
Lynchburg is on the Hydric Soils “B” list, which means it may contain areas of wetland. It should be noted, according to the Soil Survey of New Hanover County, the
limitation for dwellings with or without basements and for small commercial buildings is severe for all the soils on this site. The limitations are due to flooding
and/or wetness. An adequate drainage and maintenance plan is needed for suitable housing.
The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the NC Department of Environmental Quality, Water Quality Division, has state
jurisdiction over 401 Permits under the Clean Water Act. Before disturbing possible wetland areas, developers should contact these agencies to stay in compliance with State and Federal regulations.
United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
New Hanover
County, North
Carolina
Reagan Retail - 5901 Castle
Hayne Road
Natural
Resources
Conservation
Service
September 20, 2024
Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/
portal/nrcs/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil
Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?
cid=nrcs142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2
alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity
provider and employer.
3
Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................5
Soil Map..................................................................................................................8
Soil Map................................................................................................................9
Legend................................................................................................................10
Map Unit Legend................................................................................................11
Map Unit Descriptions.........................................................................................11
New Hanover County, North Carolina.............................................................13
Ke—Kenansville fine sand, 0 to 3 percent slopes.......................................13
Ls—Lynchburg fine sandy loam, 0 to 2 percent slopes, Atlantic Coast
Flatwoods..............................................................................................14
References............................................................................................................16
4
How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil-vegetation-landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
5
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil-landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil-landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field-observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
Custom Soil Resource Report
6
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.
Custom Soil Resource Report
7
Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
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Custom Soil Resource Report
Soil Map
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233140 233160 233180 233200 233220 233240 233260 233280 233300 233320 233340
233120 233140 233160 233180 233200 233220 233240 233260 233280 233300 233320 233340
34° 21' 24'' N
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Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
0 45 90 180 270
Feet
0 15 30 60 90
Meters
Map Scale: 1:1,020 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:15,800.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: New Hanover County, North Carolina
Survey Area Data: Version 25, Sep 13, 2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 8, 2022—Dec 1,
2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
10
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Ke Kenansville fine sand, 0 to 3
percent slopes
1.1 40.3%
Ls Lynchburg fine sandy loam, 0 to
2 percent slopes, Atlantic
Coast Flatwoods
1.6 59.7%
Totals for Area of Interest 2.7 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
Custom Soil Resource Report
11
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
Custom Soil Resource Report
12
New Hanover County, North Carolina
Ke—Kenansville fine sand, 0 to 3 percent slopes
Map Unit Setting
National map unit symbol: 3wr6
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost-free period: 200 to 280 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Kenansville, moderately wet, and similar soils:90 percent
Minor components:2 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Kenansville, Moderately Wet
Setting
Landform:Stream terraces
Landform position (three-dimensional):Tread
Down-slope shape:Convex
Across-slope shape:Convex
Parent material:Loamy alluvium over sandy alluvium
Typical profile
Ap - 0 to 8 inches: fine sand
E - 8 to 24 inches: fine sand
Bt - 24 to 36 inches: sandy loam
BC - 36 to 42 inches: loamy sand
C - 42 to 84 inches: sand
Properties and qualities
Slope:0 to 3 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Well drained
Runoff class: Very low
Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high
(0.57 to 5.95 in/hr)
Depth to water table:About 48 to 72 inches
Frequency of flooding:None
Frequency of ponding:None
Available water supply, 0 to 60 inches: Low (about 4.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2s
Hydrologic Soil Group: A
Ecological site: F153BY030NC - Dry Loamy Rises and Flats, F153AY030NC - Dry
Loamy Rises and Flats
Hydric soil rating: No
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13
Minor Components
Muckalee, undrained
Percent of map unit:2 percent
Landform:Flood plains
Down-slope shape:Concave
Across-slope shape:Linear
Ecological site:F153AY090NC - Flooded Mineral Soil Floodplains and Terraces,
F153BY090NC - Flooded Mineral Soil Floodplains and Terraces
Hydric soil rating: Yes
Ls—Lynchburg fine sandy loam, 0 to 2 percent slopes, Atlantic Coast
Flatwoods
Map Unit Setting
National map unit symbol: 2vx8k
Elevation: 0 to 100 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 64 to 70 degrees F
Frost-free period: 200 to 310 days
Farmland classification: Prime farmland if drained
Map Unit Composition
Lynchburg and similar soils:82 percent
Minor components:18 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Lynchburg
Setting
Landform:Marine terraces
Landform position (three-dimensional):Tread
Down-slope shape:Linear
Across-slope shape:Linear
Parent material:Loamy marine deposits
Typical profile
Ap - 0 to 6 inches: fine sandy loam
E - 6 to 13 inches: fine sandy loam
Bt - 13 to 21 inches: sandy clay loam
Btg - 21 to 45 inches: sandy clay loam
BCg - 45 to 63 inches: sandy clay loam
Properties and qualities
Slope:0 to 2 percent
Depth to restrictive feature:More than 80 inches
Drainage class:Somewhat poorly drained
Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table:About 6 to 18 inches
Custom Soil Resource Report
14
Frequency of flooding:None
Frequency of ponding:None
Available water supply, 0 to 60 inches: Low (about 5.1 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: B/D
Ecological site: F153AY040NC - Moist Loamy Rises and Flats, F153BY040NC -
Moist Loamy Rises and Flats
Hydric soil rating: No
Minor Components
Goldsboro
Percent of map unit:8 percent
Landform:Broad interstream divides on marine terraces, flats on marine terraces
Landform position (three-dimensional):Talf
Down-slope shape:Linear
Across-slope shape:Linear
Ecological site:F153BY040NC - Moist Loamy Rises and Flats, F153AY040NC -
Moist Loamy Rises and Flats
Hydric soil rating: No
Rains, undrained
Percent of map unit:5 percent
Landform:Broad interstream divides on marine terraces, flats on marine terraces,
carolina bays on marine terraces
Landform position (three-dimensional):Dip, talf
Down-slope shape:Linear
Across-slope shape:Linear
Ecological site:F153AY060NC - Wet Loamy Flats and Depressions,
F153BY060NC - Wet Loamy Flats and Depressions
Hydric soil rating: Yes
Rains, drained
Percent of map unit:5 percent
Landform:Broad interstream divides on marine terraces, flats on marine terraces,
carolina bays on marine terraces
Landform position (three-dimensional):Dip, talf
Down-slope shape:Linear
Across-slope shape:Linear
Ecological site:F153AY060NC - Wet Loamy Flats and Depressions,
F153BY060NC - Wet Loamy Flats and Depressions
Hydric soil rating: Yes
Custom Soil Resource Report
15
References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/national/soils/?cid=nrcs142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/
home/?cid=nrcs142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
16
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/soils/scientists/?cid=nrcs142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?
cid=nrcs142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf
Custom Soil Resource Report
17
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: Reagan Retail & Office Center – 5901 Castle Hayne 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.
• Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for
required documents and site plan information.
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
An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths
installed within the NCDOT right-of-way (form 16.6).
Site Plan Comments:
Hydraulic calculations and associated plan sheets will need to be submitted for the site.
• This will be reviewed by the NCDOT Hydraulics Unit.
Include/update the NCDOT Standard Drawings (2024) that are applicable to the
development.
Sight Triangles and Sight Distance:
• No obstructions shall be placed within the NCDOT sight triangles.
• Show and label the stopping sight distance.
• No obstructions shall be placed within the stopping sight distance.
• 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.
Label the internal protection stem length for the proposed driveway connection.
• Measured from the right-of-way line.
Parking Lot Design:
• It is recommended that the first 2-3 parking spaces at the ingress on Castle Hayne
Road be removed as this will negatively impact traffic flow.
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 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
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/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
SID
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n/fCIRCLE K STORES INCBK 6634, PG 1085Zoning: B-2Use: VACANT
n/f JEFFREY SUTTON HEIRS ETALBK 9908, PG 0318Zoning: B-2Use: COMMERCIAL
n/fTONI L SUTTONBK 5240, PG 0048Zoning: B-2Use: COMMERCIAL
n/fMCCLURE MEMORIAL PRESBYTERIANBK 1708, PG 0544Zoning: B-2Use: CHURCH
n/f NEFTALI BALDERAMA GARCIABK 6283, PG 2899Zoning: RAUse: Single Family Residence
n/fHILLSBOROUGH STREET LLCBK 6472, PG 1344Zoning: B-2Use: COMMERCIAL
n/fCAROLINE L. BORDEAUXBK 3665, PG 0818Zoning: RAUse: Single Family Residence
n/fSIMON P PARKINBK 1536, PG 2092Zoning: B-2Use: Single Family Residence
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PROPERTY LINEADJOINERSTREE PROTECTION FENCELIMITS OF DISTURBANCE
TREES TO BE REMOVED
LEGEND
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2024-007
CLIENT INFORMATION:Reagan, LLC303 Fox Lake Dr.Clinton, NC 28328
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SITE DATA
PARCEL ID: R01109-001-001-000
CURRENT ZONING: B-2
PROJECT ADDRESS: 5901 CASTLE HAYNE RD.CASTLE HAYNE, NC 28429
CURRENT OWNER: REAGAN LLC303 FOX LAKE DR. CLINTON, NC 28328
TOTAL ACREAGE IN PROJECT BOUNDARY 75,707 S.F. (± 1.74 ac.)
EXISTING ONSITE IMPERVIOUS AREAS: (SITE IS VACANT)
SOILS TYPE: Ke (Kenansville fine sand)Ls (Lynchburg fine sandy loam)(Per NHC GIS Soil Map)
NOTES:1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LANDDEVELOPMENT CODE.2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTYREGULATIONS.3. EXISTING SURVEYING PERFORMED BY STEVEN L. BUIE, PLS, L-3402.4. SITE IS LOCATED IN ZONE "X" PER FRIS ON FIRM MAP NUMBER370168 3232 K,EFFECTIVE DATE FEBRUARY 16, 2007.5. NO WETLANDS, SURFACE WATERS, PROTECTED VEGETATED SETBACKS OR RIPARIANBUFFERS EXIST ON SITE.6. PRIOR TO CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, ANY WELLS THAT AREEXISTING MUST BE PROTECTED AROUND EACH WELL HEAD/CASING AND CAPPED.7. ALL PINE TREES ARE ASSUMED TO BE LOBLOLLY PINES. ALL GUM TREES AREASSUMED TO BE SWEET GUMS. CONTRACTOR TO VERIFY SPECIES PRIOR TO CUTTING.
TREE PRESERVATION NOTES:1. PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, APPROVED TREEPROTECTION FENCING, SUCH AS SAFETY BARRIER FENCING, A WOODEN SLAT SNOWFENCE OR WIRE FENCE, SHALL BE INSTALLED AROUND PROTECTED TREES OR TREESTANDS LOCATED IN CONSTRUCTION AREAS OR OTHER SITE AREAS THAT WILL BEDISTURBED BY CONSTRUCTION ACTIVITIES. THE FENCING SHALL BE A MINIMUM OFFOUR FEET IN HEIGHT AND BE OF DURABLE CONSTRUCTION. TREE PROTECTIVEFENCING SHALL REMAIN IN PLACE THROUGH COMPLETION OF CONSTRUCTIONACTIVITIES.2. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTEDWITHIN THE TREE PROTECTION FENCING.3. IF AN EXISTING TREE RETAINED TO COMPLY WITH THE STANDARDS OF THIS SECTIONIS DESTROYED, SUBSTANTIALLY DAMAGED, OR DIES AS A RESULT OF NEGLIGENCE ONTHE PART OF THE PROPERTY OWNER WITHIN THREE YEARS AFTER COMPLETION OFCONSTRUCTION, THEN REPLACEMENT TREES SHALL BE PLANTED ON THE SITE WITHA TOTAL DIAMETER EQUAL TO TWICE THE DIAMETER OF THE RETAINED TREE. AMINIMUM GROWING AREA OF 144 SQUARE FEET SHALL BE PROVIDED FOR EACHREPLACEMENT TREE. IF THE PLANNING DIRECTOR DETERMINES IT IS INFEASIBLE ORFOR REPLACEMENT TREE(S) TO BE ACCOMMODATED ON THE SITE, THEN A PAYMENTMAY BE MADE TO THE COUNTY’S TREE IMPROVEMENT FUND EQUIVALENT TO THEPRICING STANDARDS IN THE COUNTY FEE SCHEDULE.
60'30'15'30'0'
Scale: 1"=30'
MITIGATION REQUIRED FOR REMOVAL OFSIGNIFICANT TREES
QTY SIZE TYPE
REPLACEMENTINCHES236"PINE 144.00
128" PINE56.00
126" OAK52.00
TOTAL REPLACEMENT INCHES 252
CREDITS FOR PRESERVED TREES
QTY DBH INCHES TYPE DOCUMENTEDINCHES SIGNIFICANTINCHES CREDITS
1 26" PINE 26 0.00124"PECAN 24 0.00136"OAK 36 0.00
121" OAK 210.00
118" OAK 180.00
1 15"OAK 15 22.50
212" OAK24 36.00
1 11"OAK 11 16.50
1 8" OAK 8 12.00
1 16" PINE 16 24.00
TOTAL INCHES PRESERVEDTREES 74 39
TOTAL CREDITS FOR PRESERVEDTREES 111.0
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15'
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INV.15.66'
INV.15.60'
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INV.OUT=14.67' (N)INV.IN=14.74' (S)RIM=17.52'SSMH D/WGRAV.
D/WCONC.
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n/fCIRCLE K STORES INCBK 6634, PG 1085Zoning: B-2Use: VACANT
n/f JEFFREY SUTTON HEIRS ETALBK 9908, PG 0318Zoning: B-2Use: COMMERCIAL
n/fTONI L SUTTONBK 5240, PG 0048Zoning: B-2Use: COMMERCIAL
n/fMCCLURE MEMORIAL PRESBYTERIANBK 1708, PG 0544Zoning: B-2Use: CHURCH
n/f NEFTALI BALDERAMA GARCIABK 6283, PG 2899Zoning: RAUse: Single Family Residence
n/fHILLSBOROUGH STREET LLCBK 6472, PG 1344Zoning: B-2Use: COMMERCIAL
n/fCAROLINE L. BORDEAUXBK 3665, PG 0818Zoning: RAUse: Single Family Residence
n/fSIMON P PARKINBK 1536, PG 2092Zoning: B-2Use: Single Family Residence
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PROP. BYPASS STRUCTURE(SEE DETAIL)
(1) 8"X6" TEE(1) 6" DELINEATION VALVE LOCATED 18" INSIDE R/W(1) 6" C-900 PVC PRIVATE FIRE LINE(1) 6" WATTS MODEL# LF957 RPDA
(2) 45° BENDS(1) 8"G.V.
2" WATER SERVICE (36" MIN. BURY)
R2
5
'
8" FIRE SERVICE (36" MIN. BURY)
(1) F.H. ASSY
F.D.C. LOCATED ON CORNER OF BUILDING
PROP. PUBLIC U.E.
10'
PPES
PPES
RC
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RCP
R25'
RCP
EXISTINGBUILDING
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SITE DATA
PARCEL ID: R01109-001-001-000
CURRENT ZONING: B-2
PROJECT ADDRESS: 5901 CASTLE HAYNE RD.CASTLE HAYNE, NC 28429
CURRENT OWNER: REAGAN LLC303 FOX LAKE DR. CLINTON, NC 28328
TOTAL ACREAGE IN PROJECT BOUNDARY 75,707 S.F. (± 1.74 ac.)
PROPOSED USE: RETAIL (1st Floor) &GENERAL OFFICE (2nd Floor)
BUILDING SIZE: 26,400 S.F. GFA TOTAL (13,200 S.F. FOOTPRINT)
BUILDING HEIGHT: 2-STORY/ ±28'
CALCULATION FOR BUILDING COVERAGE:PROPOSED COVERAGE 13,200 S.F. ÷ 75,707 S.F. = 17.4%
BUILDING SETBACKS:
FRONT: REQUIRED= 25' PROPOSED= 79'SIDE: REQUIRED= 0' Interior/25' Street PROPOSED= 67' / 26'REAR: REQUIRED= 35' To Res. Use PROPOSED= 36'
PROPOSED IMPERVIOUS AREAS:BUILDINGS 13,200 S.F.ASPHALT PARKING/DRIVE AREA 27,520 S.F.CONCRETE SIDEWALK, C.&G., ETC. 5,385 S.F.FUTURE 3,895 S.F.TOTAL 50,000 S.F (66.0%)
PARKING REQUIRED:RETAIL SALES USE: (2.5/1,000 sf)13,200 SF/1000*2.5 = 33 SPACES
GENERAL OFFICE USE: (2.5/1,000 sf)13,200 SF/1000*2.5 = 33 SPACES
TOTAL PARKING REQUIRED: 66 SPACES (3 ADA)
PARKING PROVIDED: 66 SPACES (3 ADA)
PARKING LOT INTERIOR LANDSCAPINGREQUIRED 27,520 S.F. * 8% 2,202 S.F.PROVIDED 2,740 S.F.
FOUNDATION PLANTINGS:
NORTH FACADE: 60 LF X 20' FACADE X 12%REQUIRED: 144 S.F.PROVIDED: 255 S.F.
EAST FACADE: 220 LF X 20' FACADE X 12%REQUIRED: 528 S.F.PROVIDED: 580 S.F.
STREETYARD CASTLE HAYNE RD.: (25 S.F./LF FRONTAGE. 12.5' MIN./37.5' MAX. WIDTHS)330 LF FRONTAGE 330- 25 LF DRIVEWAY = 305 LF FRONTAGEREQUIRED: 25' X 305 LF 7,625 S.F.PROVIDED: 7,758 S.F.
STREETYARD LYNN AVE.: (12.5 S.F./LF FRONTAGE. 6.25' MIN./18.75' MAX. WIDTHS)175 LF FRONTAGE 175- 19 LF DRIVEWAY = 156 LF FRONTAGEREQUIRED: 12.5' X 156 LF 1,950 S.F.PROVIDED: 2,030 S.F.
EXISTING SEWER AND WATER DEMAND: 0 GPD
PROPOSED SEWER AND WATER DEMAND: 2,420 GPD
ESTIMATED TRIP GENERATION (Per Trip Generation Manual):13,200 SF RETAIL SHOPPING CENTER (ITE CODE 820)AM PEAK: 13 PM PEAK: 49 DAILY: 567
13,200 SF GENERAL OFFICE (ITE CODE 710)AM PEAK: 20 PM PEAK: 19 DAILY: 143
PROJECT TOTAL: AM PEAK: 33 PM PEAK: 68 DAILY: 710
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2024-007
CLIENT INFORMATION:Reagan, LLC
303 Fox Lake Dr.Clinton, NC 28328
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HOLLY SHELTER RD.
DEVELOPMENT NOTES:1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND DEVELOPMENT CODE.2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.3. NO SIGNS ARE PROPOSED AT THIS TIME. ANY FUTURE PROPOSED SIGN IS SUBJECT TO SECTION 5.6. OF THE UDO.4. RUNOFF FROM ALL IMPERVIOUS SURFACES, INCLUDING ROOF DRAINS, TO BE DIRECTED TO PROPOSED UNDERGROUNDINFILTRATION SYSTEM.
FIRE & SAFETY NOTES:1. CONSTRUCTION TYPE: II-B (COMMERCIAL)2. PROPOSED BUILDING TO BE SPRINKLED.3. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMESDURING CONSTRUCTION.4. BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE "2018 NC FIRE CODE APPENDIXJ" REQUIREMENTS.5.CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL COMMERCIAL BUILDINGS THATDEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET THEREQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE.6. ANY DRIVEWAY GATE TO BE SIREN ACTIVATED AND HAVE KNOX KEY OVERRIDE.7.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH STORZ QUICK CONNECTS ON A 4.5 INCH STEAMERIN COMPLIANCE WITH NHC FIRE SERVICE REQUIREMENTS.8. NO OBSTRUCTIONS WITHIN 36" AROUND A FIRE HYDRANT, INCLUDING BUT NOT LIMITED TO, STREETSIGNS, LANDSCAPING AND UTILITY POLES AND BOXES.9. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THEJOB SITE.10. FIRE APPARATUS ACCESS ROADS SHALL PROVIDE A CLEAR VERTICAL CLEARANCE OF 14 FEET INCLUDING TREES,CANOPIES, BRIDGES, ETC.11. DURING CONSTRUCTION, PREMISES IDENTIFICATION IS REQUIRED, AND MAY BE TEMPORARY IN NATUREPROVIDED IT IS LEGIBLE AND WEATHER RESISTANT.12. PREMISES IDENTIFICATION IS REQUIRED. ADDRESS NUMBERS ARE REQUIRED ON THE STREET SIDE. NUMBERSSHALL NOT BE LESS THAN 6 INCHES TALL AND ¾ INCHES WIDE, MUST BE WEATHER RESISTANT, AND CONTRASTIN COLOR AGAINST THEIR BACKGROUND.
PROPERTY LINERIGHT OF WAYEXISTING EDGE OF PAVEMENTEASEMENTPROPOSED WATERLINEPROPOSED FIRE LINEPROPOSED SANITARY SEWER LINERUNOFF DIRECTION
SPOT ELEVATION
PARKING LOT LANDSCAPING
STREETYARD LANDSCAPING
FOUNDATION PLANTINGS
LEGEND
25.5
60'30'15'30'0'
Scale: 1"=30'
UTILITY NOTES:1. EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLYAVAILABLE TO THE SITE FROM CAPE FEAR PUBLIC UTILITYAUTHORITY PUBLIC MAINS.2. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV,GAS & TELEPHONE SHALL BE INSTALLED UNDERGROUND.3. ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUATECHNICAL SPECIFICATIONS & STANDARDS.4. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROLREQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTILALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR"FINAL APPROVAL.". CALL 332-6558 FOR INFORMATION.5. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUAWILL NEED TO BE ON THE LIST OF APPROVED DEVICES BYUSCFCCCHR OR ASSE.6. IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HESHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE AREDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICEON THE DEVELOPER'S SIDE OF THE WATER METER BOX.7. WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPESARE TO BE MARKED WITH NO. 10 INSULATED, SINGLE-STRANDCOPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH DUCTTAPE. THIS IS TO BE ACCESSIBLE IN ALL VALVES AND METER BOXESTO AID IN FUTURE LOCATION OF FACILITIES.8. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEELSEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFICAREAS.9. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE ATRIGHT-OF-WAY LINE. SERVICES IN CUL-DE-SACS ARE REQUIRED TOBE PERPENDICULAR OR MUST ORIGINATE IN MANHOLE ANDTERMINATE AT RIGHT-OF-WAY LINE.10. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BECONSTRUCTED OF CLASS 50 D.I.P. WITH PROTECTO 401 CERAMICEPOXY LINING.11. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THEFRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS.12. NO FLEXIBLE COUPLINGS SHALL BE USED.13. ALL STAINLESS STEEL FASTENERS SHALL BE 316.14. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION ANDPROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION.CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTOR IS RESPONSIBLEFOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB &GUTTER, PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURINGCONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO ATLEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINALITEM.15. THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADEWILL NEED TO BE ESTABLISHED. * POWER WILL PLACE THEIRCABLE FIRST - APPROXIMATELY 3' DEEP. * BELLSOUTH & CABLE TVWILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2' DEEP.16. 3' SEPARATION BETWEEN JOINTS, FITTINGS, SERVICE SADDLES ANDWYES ARE REQUIRED FOR SS AND WATER TAPS.17. ANY EXISTING SEWER AND WATER SERVICES NOT BEING UTILIZEDARE TO BE ABANDONED TO THE MAIN PER CFPUA STANDARDS.18. SOLID WASTE DISPOSAL IS BY PRIVATE DUMPSTER SERVICE.
C-3 4
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REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2024-007
CLIENT INFORMATION:Reagan, LLC303 Fox Lake Dr.Clinton, NC 28328
OF 7
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CASTLE AVE.
HOLLY SHELTER RD.
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BOTH ON AND ADJACENT TO THE SITE.2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE,ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL RECOMMENDATIONS.7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BERESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE PROPERLY PERMITTED FACILITY AS REQUIRED.9. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TODETERMINE THE EXACT ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES AT ALL CROSSINGS PRIOR TO COMMENCING TRENCH EXCAVATION. IF ACTUALCLEARANCES ARE LESS THAN INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. ANYCONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.10. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED. CALL "NC ONE-CALL" AT LEAST 48 HOURS BEFORECOMMENCING CONSTRUCTION.11. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANYEXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATEPERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.12. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITHAPPROPRIATE PERSONNEL.13. CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.14. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TOTHE ENGINEER PRIOR TO INSTALLATION.15. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.16. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND CFPUA CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEESSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.17. ALL BACKFILL FROM UTILITY INSTALLATION MUST BE COMPACTED OR AMENDED TO PROVIDE TRAFFIC BEARING CAPACITY. GEOTECHNICAL ENGINEER TO BECONSULTED AT CONTRACTORS COST AS NECESSARY.18. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALLAREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.19. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.20. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TESTWILL BE PAID FOR BY THE CONTRACTOR.21. ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.
8" CONCRETE PAD
W/CROSS-BRACINGENCLOSURE GATES
6X6 - 6/6 W.W.F.AT 3000 PSI W/
WOOD SIDINGHORIZONTAL(TREATED)4"X4" POSTSFOOTINGSCONCRETE
2"X6" CAP
PAVEMENTASPHALT
10'
4"X4" POSTS
DUMPSTER PAD & ENCLOSURE DETAIL
ELEVATIONS
PLAN
NTS
PROPOSED DRIVEWAY GRADE
2% MIN SLOPE
6' MIN FROM EX. EOP
TYPICAL DRIVEWAY GRADING SECTION
NTS
EX. ROAD ±2% SLOPE
NTS
2" SF9.5A
8" ABC
PAVEMENT SECTION
COMPACTEDSUBGRADE1-1/2"R(TYP)
WHITE SYMBOL ON BLUE BACKGROUND
LEGEND AND BORDER - GREENBACKGROUND - WHITE
12"
3/8"(TYP)
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
12"
COLORS
1-1/2"R(TYP)
LEGEND AND BORDER - GREENBACKGROUND - WHITE
18"
3/8"(TYP)
TO READ "VAN ACCESSIBLE".BOLT TO WD. POST WITH 3/8" CANDIUMPLATED NUTS, BOLTS & WASHERS
9" x 1'-6" x .080 STD ALUM. SIGN
NUTS, BOLTS & WASHERS.
9" x 1'-0" x .080 STD ALUM. SIGNTO READ "MAXIMUM PENALTY $250,GS 20-37.6". BOLT TO WD. POSTWITH 3/8" CANDIUM PLATED
PRESSURE TREATED 4"x4" POST.FINISHEDGRADE
HANDICAPPED PARKING SIGN
WITH IDENTIFICATION SYMBOL.
1'-6" x 1'-0" x .080 STD. ALUM.
TO READ "RESERVED PARKING"
BOLT TO WD. POST W/ 3/8" CANDIUMPLATED NUTS, BOLTS & WASHERS.
TYPICAL HANDICAPPED SIGN DETAIL
NTS
R7-8a Sign(no arrows)
R7-8d Sign R7-8P Sign
MIN. 12-1/2 GA.INTERMEDIATE WIRES
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
36" IN WIDTH. FABRIC SHALL BE FASTENED
SELF-FASTENER STEEL ANGLE TYPE.
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
TEMPORARY SILT FENCE
NTS
SPACING.
ENGINEER.
NOTES:
VARIES (6'-8' MIN.)AS DIR. BY ENG.
STEEL POST
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TEMPORARY GRAVELCONSTRUCTION ENTRANCE
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A
D
COARSE AGGREGATE2" - 3"
6" MIN.REQU
I
R
E
D
AS
50' MI
N
.
12' M
I
N
.
GEO FABRIC LINER
CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OFNOTE:
ENTRANCE. WHICHEVER IS GREATER.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS
4' MAX.
NCDOT #5 OR # 57WASHED STONE
19-GAUGE HARDWARE CLOTH(1/4 MESH OPENINGS)
FILTEREDWATER
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(12 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OFANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FORSUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUTTHE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE ASNEEDED.
MAINTENANCE:
CONSTRUCTION SPECIFICATIONS:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHINGTHE INLET.2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUNDSURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THEPERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE MESHUNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPEWITH A HEIGHT OF 16 INCHES AROUND THE WIRE, ANDSMOOTH TO AN EVEN GRADE.5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEENSTABILIZED, REMOVE ACCUMULATED SEDIMENT, ANDESTABLISH FINAL GRADING ELEVATIONS.6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITHGROUNDCOVER.
4" CONC. SIDEWALKw/6x6-10/10 W.W.M.
4"8"
x xxx
x ASPHALT
TURNDOWN SIDEWALK
NTS
CLASS A CONC.
7"1/8"R
1"3"R
6"
1 1/2"R
3"R
1'-
0
"
2'-0"1'-6" 6"
ASPHALT
DRAINAGE AWAY FROM CURB
CLASS A CONC.
24" CURB SECTION
NTS
ASPHALT
7"
2'-0"
3"R
1'-6"
1/8"R
1"
6"
6"1'-0
"
DRAINAGE TOWARD CURB
SHALL SLOPE AWAY AS SHOWNAWAY FROM CURB, GUTTERWHERE RUNOFF IS DIRECTED
SLOPE
SLOPE
1 1/2"R
3"R
SIDEWALK
SECTION A-A
4' min
SECTION B-B
A
A
BB
1.5±0.5%1.0-8.3% (30"MAX RISE)
10% MAX (X=36"MIN)8.3% MAX (X<36") (FOR ALTERATIONS
RAMP CURB AND GUTTER
WARNING DOMES
2' MIN
1.6-2.4" (TYP)
RAMP WIDTH
0.2"
Flare
WARNING DOMES
4'
FLARE
2.
1.6-2.4" (TYP)
TRUNCATED DOMESBASE DIAMETER0.9-1.4"TOP DIAMETER 50-60%OF BASE (TYP)
LANDING
NTS
WHEEL CHAIR RAMP DETAIL
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: 9/19/2024
Subject: 5901 Castle Hayne Road - Reagan Retail
Comments:
• New Hanover County Bicycle and Pedestrian Priorities Plan Amendment: proposed
project on Castle Hayne Road, south of site.
NCDOT Projects: N/A
WMPO 2045 Projects: N/A
New Hanover County: N/A
TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is required. This is because
PM peak hour trips exceed the threshold of 100.
Land Use (ITE Code) Intensity Unit 24 Hour
Volumes
AM Peak
Hour Trips
PM Peak
Hour Trips
General Office Building
(710) 13,200 SF 199 29 31
Strip Retail Plaza (822) 13,200 SF 719 31 87
Total 918 60 118