S21-03 Application Package Revised 7.28.21Page 1 of 7
Special Use Permit Application – Updated 05-2021
NEW HANOVER COUNTY_____________________
DEPARTMENT OF PLANNING & LAND USE
230 Government Center Drive, Suite 110
Wilmington, North Carolina 28403
Telephone (910) 798-7165
FAX (910) 798-7053
planningdevelopment.nhcgov.com
SPECIAL USE PERMIT APPLICATION
This application form must be completed as part of a special use permit application submitted through the county’s
online COAST portal. The main procedural steps in the submittal and review of applications are outlined in the flowchart
below. More specific submittal and review requirements, as well as the standards to be applied in reviewing the
application, are set out in Section 10.3.5 of the Unified Development Ordinance.
*If the proposed use is classified as intensive industry, the applicant shall conduct a community information meeting in accordance with Section
10.2.3, Community Information Meeting.
1. Applicant and Property Owner Information
Applicant/Agent Name Owner Name (if different from Applicant/Agent)
Company Company/Owner Name 2
Address Address
City, State, Zip City, State, Zip
Phone Phone
Email Email
Public Hearing Procedures
(Optional)
Pre-Application
Conference
1*
Community Information Meeting
2
Application Submittal & Acceptance
3
Planning Director Review & Staff Report
(TRC Optional)
4
Public Hearing Scheduling & Notification
5
Planning Board Preliminary Forum
6
Board of Commissioners Hearing &
Decision
7
Post-Decision Limitations and Actions
Page 2 of 7
Special Use Permit Application – Updated 05-2021
2. Subject Property Information
Address/Location Parcel Identification Number(s)
Total Parcel(s) Acreage Existing Zoning and Use(s) Future Land Use Classification
3. Proposed Zoning, Use(s), & Narrative
Please list the proposed use(s) of the subject property, and provide the purpose of the special use permit and a
project narrative (attach additional pages if necessary).
4. Proposed Condition(s)
Please note: Within a special use permit proposal, additional conditions and requirements which represent greater
restrictions on the development and use of the property than the corresponding zoning district regulations may be
added. These conditions may assist in mitigating the impacts the proposed development may have on the surrounding
community. Please list any conditions proposed to be included with this special use permit application below. Staff,
the Planning Board, and Board of Commissioners may propose additional conditions during the review process that
meet or exceed the minimum requirements of the Unified Development Ordinance.
Page 3 of 7
Special Use Permit Application – Updated 05-2021
5. Traffic Impact
Please provide the estimated number of trips generated for the proposed use(s) based off the most recent version
of the Institute of Traffic Engineers (ITE) Trip Generation Manual. A Traffic Impact Analysis (TIA) must be
completed for all proposed developments that generate more than 100 peak hour trips, and the TIA must be
included with this application.
ITE Land Use:
Trip Generation Use and Variable (gross floor area, dwelling units, etc.)
AM Peak Hour Trips: PM Peak Hour Trips:
6. Criteria Required for Approval of a Special Use Permit
A use designated as a special use in a particular zoning district is a use that may be appropriate in the district, but
because of its nature, extent, and external impacts, requires special consideration of its location, design, and methods
of operation before it can be deemed appropriate in the district and compatible with its surroundings. The purpose is
to establish a uniform mechanism for the review of special uses to ensure they are appropriate for the location and
zoning district where they are proposed.
For each of the four required conclusions listed below, include or attach a statement that explains how any existing
conditions, proposed development features, or other relevant facts would allow the Board of County Commissioners to
reach the required conclusion, and attach any additional documents or materials that provide supporting factual
evidence. The considerations listed under each required conclusion are simply those suggested to help the applicant
understand what may be considered in determining whether a required conclusion can be met. Any additional
considerations potentially raised by the proposed use or development should be addressed.
1. The use will not materially endanger the public health or safety if located where proposed and approved.
Considerations:
• Traffic conditions in the vicinity, including the effect of additional traffic on streets and street intersections, and
sight lines at street intersections with curb cuts;
• Provision of services and utilities, including sewer, water, electrical, garbage collections, fire protection;
• Soil erosion and sedimentation;
• Protection of public, community, or private water supplies, including possible adverse effects on surface waters
or groundwater; or
• Anticipated air discharges, including possible adverse effects on air quality.
Page 4 of 7
Special Use Permit Application – Updated 05-2021
2. The use meets all required conditions and specifications of the Unified Development Ordinance.
3. The use will not substantially injure the value of adjoining or abutting property, or that the use is a public
necessity.
Considerations:
• The relationship of the proposed use and the character of development to surrounding uses and development,
including possible conflicts between them and how these conflicts will be resolved (i.e. buffers, hours of
operation, etc.).
• Whether the proposed development is so necessary to the public health, safety, and general welfare of the
community or County as a whole as to justify it regardless of its impact on the value of adjoining property.
Page 5 of 7
Special Use Permit Application – Updated 05-2021
4. The location and character of the use if developed according to the plan as submitted and approved will be in
harmony with the area in which it is to be located and in general conformity with the New Hanover County
Comprehensive Land Use Plan.
Considerations:
• The relationship of the proposed use and the character of development to surrounding uses and development,
including possible conflicts between them and how these conflicts will be resolved (i.e. buffers, hours of
operation, etc.).
• Consistency with the Comprehensive Plan’s goals, objectives for the various planning areas, its definitions of
the various land use classifications and activity centers, and its locational standards.
Page 6 of 7
Special Use Permit Application – Updated 05-2021
Staff will use the following checklist to determine the completeness of your application. Please verify all of the
listed items are included and confirm by initialing under “Applicant Initial”. If an item is not applicable, mark as
“N/A”. Applications determined to be incomplete must be corrected in order to be processed for further review;
Staff will confirm if an application is complete within five business days of submittal.
Application Checklist
Applicant
Initial
This application form, completed and signed
Application fee:
• $500; $250 if application pertains to a residential use (i.e. mobile home,
duplex, family child care home).
Traffic Impact Analysis (if applicable)
Conceptual Site Plan including the following minimum elements:
• Tract boundaries and total area, location of adjoining parcels and roads
• Proposed use of land, structures and other improvements
o For residential uses, this shall include number, height, and type of units;
area to be occupied by each structure; and/or subdivided boundaries.
o For non-residential uses, this shall include approximate square footage
and height of each structure, an outline of the area it will occupy, and
the specific purposes for which it will be used.
• Proposed transportation and parking improvements; including proposed rights-
of-way and roadways; proposed access to and from the subject site;
arrangement and access provisions for parking areas.
• All existing and proposed easements, required setbacks, rights-of-way, and
buffering.
• The location of Special Flood Hazard Areas.
• The approximate location of regulated wetlands.
• A narrative of the existing vegetation on the subject site including the
approximate location, species, and size (DBH) of regulated trees. For site less
than 5 acres, the exact location, species, and sized (DBH) of specimen trees must
be included.
• Any additional conditions and requirements that represent greater restrictions on
development and use of the tract than the corresponding general use district
regulations or additional limitations on land that may be regulated by Federal
or State law or local ordinance.
• Any other information that will facilitate review of the proposed special use
permit (Ref. Section 10.3.5, as applicable)
Applications for uses in the intensive industry category must also submit:
• Community meeting written summary
• A list of any local, state, or federal permits required for use
One (1) hard copy of ALL documents and site plan. Additional hard copies may be
required by staff depending on the size of the document/site plan.
One (1) digital PDF copy of ALL documents AND plans
Mail Processing Center
Federal Aviation Administration
Southwest Regional Office
Obstruction Evaluation Group
10101 Hillwood Parkway
Fort Worth, TX 76177
Aeronautical Study No.
2021-ASO-15785-OE
Page 1 of 4
Issued Date: 06/15/2021
Erik Brooks
CTG LLC
15720 Brixham Hill Avenue
Suite 300
Charlotte, NC 28277
** DETERMINATION OF NO HAZARD TO AIR NAVIGATION **
The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C.,
Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning:
Structure:Monopole The Cape Blvd CTG-NC 0010081
Location:Sea Breeze, NC
Latitude:34-04-22.77N NAD 83
Longitude:77-54-06.46W
Heights:7 feet site elevation (SE)
154 feet above ground level (AGL)
161 feet above mean sea level (AMSL)
This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a
hazard to air navigation provided the following condition(s), if any, is(are) met:
It is required that FAA Form 7460-2, Notice of Actual Construction or Alteration, be e-filed any time the
project is abandoned or:
_____ At least 10 days prior to start of construction (7460-2, Part 1)
__X__ Within 5 days after the construction reaches its greatest height (7460-2, Part 2)
Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/
lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory
circular 70/7460-1 M.
This determination expires on 12/15/2022 unless:
(a)the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual
Construction or Alteration, is received by this office.
(b)extended, revised, or terminated by the issuing office.
(c)the construction is subject to the licensing authority of the Federal Communications Commission
(FCC) and an application for a construction permit has been filed, as required by the FCC, within
6 months of the date of this determination. In such case, the determination expires on the date
prescribed by the FCC for completion of construction, or the date the FCC denies the application.
Page 2 of 4
NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST
BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION
OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO
SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE
ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD.
This determination is based, in part, on the foregoing description which includes specific coordinates, heights,
frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except
those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best
Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including
increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This
determination includes all previously filed frequencies and power for this structure.
If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after
the construction or alteration is dismantled or destroyed.
This determination does include temporary construction equipment such as cranes, derricks, etc., which may be
used during actual construction of the structure. However, this equipment shall not exceed the overall heights as
indicated above. Equipment which has a height greater than the studied structure requires separate notice to the
FAA.
This determination concerns the effect of this structure on the safe and efficient use of navigable airspace
by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or
regulation of any Federal, State, or local government body.
A copy of this determination will be forwarded to the Federal Communications Commission (FCC) because the
structure is subject to their licensing authority.
If we can be of further assistance, please contact our office at (202) 267-0105, or j.garver@faa.gov. On any
future correspondence concerning this matter, please refer to Aeronautical Study Number 2021-ASO-15785-
OE.
Signature Control No: 479495439-484764356 ( DNE )
Jay Garver
Specialist
Attachment(s)
Frequency Data
Map(s)
cc: FCC
Page 3 of 4
Frequency Data for ASN 2021-ASO-15785-OE
LOW
FREQUENCY
HIGH
FREQUENCY
FREQUENCY
UNIT ERP
ERP
UNIT
6 7 GHz 55 dBW
6 7 GHz 42 dBW
10 11.7 GHz 55 dBW
10 11.7 GHz 42 dBW
17.7 19.7 GHz 55 dBW
17.7 19.7 GHz 42 dBW
21.2 23.6 GHz 55 dBW
21.2 23.6 GHz 42 dBW
614 698 MHz 1000 W
614 698 MHz 2000 W
698 806 MHz 1000 W
806 901 MHz 500 W
806 824 MHz 500 W
824 849 MHz 500 W
851 866 MHz 500 W
869 894 MHz 500 W
896 901 MHz 500 W
901 902 MHz 7 W
929 932 MHz 3500 W
930 931 MHz 3500 W
931 932 MHz 3500 W
932 932.5 MHz 17 dBW
935 940 MHz 1000 W
940 941 MHz 3500 W
1670 1675 MHz 500 W
1710 1755 MHz 500 W
1850 1910 MHz 1640 W
1850 1990 MHz 1640 W
1930 1990 MHz 1640 W
1990 2025 MHz 500 W
2110 2200 MHz 500 W
2305 2360 MHz 2000 W
2305 2310 MHz 2000 W
2345 2360 MHz 2000 W
2496 2690 MHz 500 W
Page 4 of 4
Sectional Map for ASN 2021-ASO-15785-OE
(NH-002)
IMPACT STUDY
Impact Study - Cell Tower
Valley Brook Road
Wilmington, New Hanover
County, North Carolina 28412
Type Report: Impact Study
Effective Date
June 13, 2021
(NH-002)
Real Prope rty Appraise rs an d Consul tants
1100 Sund ance D rive, Concord, North Carolina 28027
Telephone: 704-605-0595
June 16, 2021
Mr. Thomas H. Johnson
Attorney
Williams Mullen
301 Fayetteville Street
Suite 1700
Raleigh, NC 27601
RE: Impact Study for Proposed Telecommunications Facility located Valley Brook Road,
Wilmington, New Hanover County, North Carolina.
Dear Mr. Johnson:
I have completed a study of the proposed tower. The scope of the assignment is to provide an
analysis and conclusions addressing items within my field of expertise associated with the issuance
of a special use permit for the proposed development. A special use permit includes four findings
of fact, of which two are addressed in this analysis. Details of these items are contained within this
report. In this revised we report we are including additional information to clarify some of the
items raised by local residents.
The impact study is intended to conform to the Uniform Standards of Professional Appraisal
Practice (USPAP), the Code of Professional Ethics and Standards of Professional Appraisal
Practice of the Appraisal Institute. The impact study is not an appraisal as it does not report a value
of any property; however, the study employs appraisal methodology to reach our conclusions of
the impact of the proposed development.
The proposed development is a communication tower to be located on a property owned by
Southeastern Enterprises Inc. The site is encumbered with floodplain and designated wetlands. We
characterized the subject as what appeared to be open space for the subdivision. We are not title
experts, but we have addressed this information in the report. The subject is located adjacent to a
golf course. The surrounding land uses are contributing factors in the development of conclusion
regarding the potential impact of the tower.
The conclusions of this study are supported by the data and reasoning set forth in the attached
narrative. Your attention is invited to the Assumptions and Limiting Conditions section of this
report. The analysts certify that we have no present or contemplated future interest in the proposed
development, and that our fee for this assignment is in no way contingent upon the conclusions of
this study.
Tom Johnson
June 16, 2021
Page 2
(NH-00)
EXTRAORDINARY ASSUMPTIONS AND HYPOTHETICAL CONDITIONS:
It is an extraordinary assumption of this report that the proposed development will be constructed
as detailed in the report. Further, it is an assumption of the study that the maintenance will occur
through a non-exclusive right-of-way that we assume is a legal access.
It is an extraordinary assumption of this report that the improvements as described within this
report are compliant with the appropriate ordinance regarding items including but not necessarily
limited to setbacks, landscaping, access and other items outside our field of expertise for this
assignment. These items will be addressed as part of the application by others with expertise within
the respective fields.
The content and conclusions of this report are intended for our client and for the specified intended
uses only. They are also subject to the assumptions and limiting conditions as well as the specific
extraordinary assumption set forth in this report.
It is our opinion that the proposed development will not substantially injure the values of adjacent
or abutting properties and that the proposed development is in harmony with the area in which it
is to be located.
Thank you for the opportunity to be of service. If you have any questions or comments, please
contact our office.
Sincerely yours,
MICHAEL P. BERKOWITZ
MPB REAL ESTATE, LLC
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 5 of 50
(NH-002) MPB REAL ESTATE, LLC
TABLE OF CONTENTS
SCOPE OF THE ASSIGNMENT ....................................................................................................................... 6
PREMISES OF THE STUDY ............................................................................................................................. 7
Identification of Subject..................................................................................................................................... 7
Client, Purpose, and Intended Use and Intended Users ..................................................................................... 7
Analyst ............................................................................................................................................................... 7
Property Inspection ............................................................................................................................................ 8
Extraordinary Assumptions of Report ............................................................................................................... 8
Effective Date of Study...................................................................................................................................... 8
Date of Report.................................................................................................................................................... 8
Type Report ....................................................................................................................................................... 8
Study Development and Reporting Process ....................................................................................................... 8
PROPOSED FACILITY ...................................................................................................................................... 9
Tower ................................................................................................................................................................. 9
Site Improvements ........................................................................................................................................... 10
Access .............................................................................................................................................................. 11
Location ........................................................................................................................................................... 13
SURROUNDING LAND USES ......................................................................................................................... 13
NEW HANOVER UDO ..................................................................................................................................... 14
MARKET RESEARCH ..................................................................................................................................... 20
Qualitative Analysis ......................................................................................................................................... 34
ADDENDA .......................................................................................................................................................... 38
Certifications ................................................................................................................................................... 39
Qualifications of the Analyst ........................................................................................................................... 49
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 6 of 50
(NH-002) MPB REAL ESTATE, LLC
SCOPE OF THE
ASSIGNMENT
In accordance with our agreement with the client, this impact
study is specific to the needs of our client as part of an
application for a special use permit to be considered by New
Hanover County Officials. Our study and the reporting of our
study is in agreement with our client as follows:
The proposed development requires a Special Use Permit. The
report is intended to address items relevant to the issuance of
a special use permit. The following ‘Findings of Fact” was
extracted from the New Hanover County Unified
Development Ordinance (UDO).
The scope of the assignment includes research of existing
towers in Wilmington and New Hanover County. The subject
has a Wilmington address but lies outside the city limits. The
neighborhoods and their surrounding developments are
researched to determine whether the proposed development,
referred to as the “The Cape Boulevard Site”, is consistent
with the location of other towers in the area and their impact,
if any, on neighborhood development patterns and property
values.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 7 of 50
(NH-002) MPB REAL ESTATE, LLC
This report is an amended version of the study published on
June 16, 2021. The amendment is intended to provide
additional information to address the concerns raised by
surrounding property owners. We have included additional
information on two towers with visual impact on nearby or
adjacent residential properties. We also received additional
information on the photo simulations that clarify the extent of
the visual impact of the tower.
The impact study provides an analysis of the surrounding
properties. The analysis includes existing improvements,
zoning designations and likely development patterns. The
existing uses as of the effective date of this report in concert
with the market data provided are contributing factors to the
conclusions of this study.
PREMISES OF THE STUDY
Identification of Subject The Cape Boulevard Site
Valley Brook Road
Wilmington, New Hanover County, NC 28412
New Hanover County Tax Parcel: RO8500-002-070-000
Client, Purpose, and
Intended Use and Intended
Users
Mr. Thomas H. Johnson
Attorney
Williams Mullen
301 Fayetteville Street
Suite 1700
Raleigh, NC 27601
The client and intended user is Mr. Tom Johnson. The
intended use is as an aid to assist New Hanover County
officials in rendering a decision regarding the issuance of a
special use permit for the proposed development. The study
is not intended for any other use or users.
Analysts Christopher Ferris
Michael P. Berkowitz
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 8 of 50
(NH-002) MPB REAL ESTATE, LLC
MPB Real Estate, LLC
1100 Sundance Drive
Concord, NC 28027
Property Inspection Michael Berkowitz inspected the property and neighborhood
surrounding the proposed development. Mr. Ferris made a
subsequent inspection. Details of surrounding land uses, and
observations are provided throughout the report. We also
performed off site visual inspections of several towers located
in New Hanover County. We consider the observations in the
context of the market data. They are a contributing factor to
our conclusions. Photographs of the property were taken
during Mr. Berkowitz’s inspection. We also provide simulated
photographs provided by our client for the assignment.
Extraordinary
Assumptions of Report
It is an extraordinary assumption of this report that the
improvements as described within this report are compliant
with the appropriate ordinance regarding items including but
not necessarily limited to setbacks, landscaping, access and
other items outside our field of expertise for this assignment.
These items will be addressed as part of the application by
others with expertise within the respective fields.
It is an extraordinary assumption of this report that the
proposed development will be constructed as detailed in the
report. Further, it is an assumption of the study that the
maintenance will occur through a non-exclusive right-of-way
that we assume is a legal access.
Should the extraordinary assumptions not exist, we reserve the
right to amend this study.
Effective Date of Study June 13, 2021
Date of Report July 26, 2021
Type Report Impact Study Report
Study Development and
Reporting Process
In preparing this study, the analysts:
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 9 of 50
(NH-002) MPB REAL ESTATE, LLC
Analyzes physical affects, if any, of the proposed
construction on properties in the immediate area as well as
the neighborhood;
Reviews plans for the proposed development to determine
whether it is in compliance with the New Hanover County
UDO with respect to items within my field of expertise;
Reviews site plan provided by our client with respect to
the physical characteristics of the proposed development;
Researches market data around existing cell towers in
New Hanover County to determine whether the proposed
development is consistent with other developments in the
area.
PROPOSED FACILITY
Tower Based on information provided to the analyst, the proposed
tower will consist of a 130-foot “unipole” communications
tower. The survey appears to show that access to the tower
will be provided by a proposed driveway for the property. The
following site plan shows the proposed site.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 10 of 50
(NH-002) MPB REAL ESTATE, LLC
SITE PLAN
Site Improvements The site improvements include an eight-foot chain link fence
with three strands of barbed wire. The site improvements will
include a 25-foot-wide landscaping buffer. The site is heavily
wooded. Based on the drawings, the only trees that will be
disturbed will be the areas for the development. The existing
vegetation is a consideration in the analysis.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 11 of 50
(NH-002) MPB REAL ESTATE, LLC
Access According to the site plan, the access to the site will be via a
30-foot-wide utility/access easement extending from Valley
Brook Road, which runs along the southern boundary of the
subject. The following exhibit was extracted from the site
plan. Valley Brook Road is the primary feeder road for the
subdivision providing access to US Highway 421 or Carolina
Beach Road to the east.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 12 of 50
(NH-002) MPB REAL ESTATE, LLC
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 13 of 50
(NH-002) MPB REAL ESTATE, LLC
Location The tower will be located close to the center of the site. The
siting of the tower will to the extent possible reduce the visual
impact of the proposed tower. As we will discuss, the
residential properties to the east and west potentially have an
adverse visual impact from the tower. The tower will be in a
heavily vegetated area. As shown on the aerial, the entire site
has vegetation.
The subject has a zoning designation of R-15, Residential
District. In the New Hanover UDO, we found that this
designation is intended to insure for orderly residential
development in areas without access to municipal water and
sanitary sewer service. The majority of the properties in the
immediate area including all of the adjacent or abutting
properties have the same designation.
A factor in the analysis is the limited utility of the subject.
Based on a review of the documents provided, the subject is
encumbered with floodplain and has a significant portion
identified as wetlands. These areas have traditionally been
used for open space requirements for subdivisions. However,
the local residents indicate the subject is identified as a nature
preserve. Conservation areas are typically identified by
conservation easements. We are unaware of any conservation
easements on the property that would limit the potential uses
of the property. Regardless, the site has limited utility because
of other legal restrictions on the site including but not
necessarily limited to floodplain and wetlands. The legal
permissibility of the proposed development will be addressed
by representatives of the developer with the appropriate
expertise. Other uses for areas with limited utility include
infrastructure to serve the subdivision.
SURROUNDING LAND USES
The proposed development is located on a 5.95-acre tract of
land off Valley Brook Road. To the east of the subject are
single family dwellings constructed in the mid-1990’s. To the
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 14 of 50
(NH-002) MPB REAL ESTATE, LLC
west of the subject are a cluster of duplexes that are part of the
same subdivision constructed in the mid 2000’s. To the north
of the subject is a portion of the golf course for the
development. To the south are two parcels that have limited
utility. One parcel us under the same ownership as the subject
and is not included in the analysis. The second is owned by
Telfair Summit HOA and is identified by New Hanover
County tax records as open space.
The presence of land identified as open space or having
limited utility including the subject is a factor in the analysis.
The utility of these properties is imparted on the remainder of
the subdivision. The duplex developments have a higher
density than many developments, which is a common
development patterns for sites with areas of limited utility.
Clustered development allows for higher densities as portions
of the gross land area are dedicated for open space.
As we will discuss in the following section, the scope of the
assignment is to determine whether the proposed development
is in accordance with the New Hanover County UDO
regarding the issuance of a special use permit and the
development of wireless telecommunications facilities. The
items within our field of expertise are detailed in the following
section.
NEW HANOVER UDO
As part of the assignment, I reviewed Article VI Section 63.5
of the New Hanover UDO regarding the development of
Telecommunication Facilities. I also reviewed Article VII of
the UDO regarding the findings of fact associated with the
approval or denial of a special use permit. The following was
extracted from the ordinance Section 70-7.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 15 of 50
(NH-002) MPB REAL ESTATE, LLC
Item 1 – This item is outside my field of expertise.
Item 2 – It is our understanding, this will be performed and
reviewed by local officials in concert with our client.
Item 3 – The development, if completed as proposed, will not
substantially injure the value of abutting land. This is the focal
point of the remainder of the study.
Item 4 – The development, if completed as proposed, from an
appraiser’s perspective is in harmony with the area in which
it is to be located. This item is addressed in concert with the
analysis from Item 3.
Based on our review of the ordinance, the remainder of the
study focuses on adjoining or abutting properties and
potentially injurious effect of the special use on value. The
land uses for the area include single family residential and
recreational uses. The following analysis is based on the
potential visual impact of the proposed development on the
respective abutting properties. The following aerial provides
and overview of the immediate area.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 16 of 50
(NH-002) MPB REAL ESTATE, LLC
Golf Course (North) – The Cape Golf and Racquet Club is a
private recreational area. Golf courses have traditionally been
the location of infrastructure including but not necessarily
limited to water towers, electrical transmission lines and
telecommunication towers. The infrastructure is located as to
not interfere with the intended use of the recreational areas.
The proposed development will be located south of the golf
course and will not interfere with the current use.
Open Space (South) – The two parcels across the street from
the site are both dedicated for open space or have limited
utility. These two parcels have limited utility as their value is
likely imparted on the developable areas of the subdivision.
The limited utility of the site is a consideration of the potential
impact of the tower.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 17 of 50
(NH-002) MPB REAL ESTATE, LLC
Residential Development (West) – To the west of the proposed
development is a cluster of duplexes. The improvements are
located on pad sites. Surrounding the pad sites is a separate
tax parcel identified as common area for this portion of the
development. While the duplexes are not adjacent to the site
of the proposed development, we do consider these properties
in the analysis. The factors associated with the visual impact
of the proposed tower include but are not necessarily limited
to:
The closest improvement is approximately 700 feet
from the proposed tower.
The improvements in the cluster are oriented towards
the golf course.
The vegetative buffer between the tower and these
developments is significant inclusive of the open
space.
The elevations of the improved areas are higher than
the proposed development. A portion of the tower will
could be visible from some of the properties in this
cluster, but additional information provided regarding
the vegetative buffer and the sight lines for these
properties indicates the tower will not be visible from
these properties.
Residential Properties (East) – The residential properties to
the east of the proposed development are singly family
dwellings. There is a creek that runs along the eastern
boundary of the proposed development. The vegetative buffer
includes more mature trees than to the west. The adjacent
properties to the east may have a partial view of the tower
depending on the individual tree cover on the respective sites.
The proposed tower will be approximately 400 feet from the
nearest improvement.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 18 of 50
(NH-002) MPB REAL ESTATE, LLC
The following simulated photographs were provided as a tool
to show the potential visual impact of the proposed tower on
adjacent/abutting properties. Based on our tour of the area, the
photographs are an accurate representation of the views from
surrounding vantage points.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 19 of 50
(NH-002) MPB REAL ESTATE, LLC
The simulated photographs demonstrate that the tower will be
obscured from view from some of the vantage points. We note
that the first simulated photograph shows the wastewater
treatment facility that is located on a site with limited utility
similar to the subject. The highest level of visual impact is
from the other open space parcels along the subject’s portion
of Valley Brook Road. For the residential properties, the
visual impact of the tower will be limited to the portion visible
above the respective vegetative buffers.
We received information from the developer of the simulated
photographs. Based on their analysis of sight lines and the
existing vegetation, the tower would have to have a height of
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 20 of 50
(NH-002) MPB REAL ESTATE, LLC
213 feet to be visible from the duplexes to the west. The
proposed unipole will have a height of 130 feet.
Again, we will discuss property values later in the report. We
acknowledge that the proposed 130-foot tower will have a
visual impact on surrounding properties. The visual impact is
minimized by the trees on the subject property as well as the
trees on the majority of the adjacent or abutting properties.
For those properties with a view of the tower, it will be limited
to the portion of the tower above the tree line. The proposed
tower will be located in the center of the site to minimize the
visual impact, to the extent possible, on surrounding
residential properties.
Summary The items within our field of expertise focus on the aesthetic
impact of the proposed development. This is based on the
existing developments as detailed earlier in the study. The
limited utility of the subject and the properties to the south are
a factor in the analysis. The operations of the golf course will
not be impeded by the proposed tower. Some of the residential
properties in the area will have a partial view of the tower
while others will be totally obscured from the tower because
of existing vegetation.
MARKET RESEARCH
A potential issue associated with the impact of the proposed
development is on property values in the immediate vicinity
and the neighborhood. We researched towers in Wilmington
and the surrounding area and identify the development
patterns around these towers. After analyzing the market data,
we compare this information to the proposed site and the
physical characteristics and development patterns
surrounding the proposed development.
Wilmington Area Towers During our research, we observed several towers in and
around Wilmington. Most of the towers found were located in
established commercial or industrial areas. Towers are
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 21 of 50
(NH-002) MPB REAL ESTATE, LLC
classified as comparable for a variety of reasons including but
not necessarily limited to:
Location – The proposed location is in the common
area for a residential subdivision adjacent to a golf
course. Recreational areas are common locations for
infrastructure.
Surrounding Developments – The surrounding
developments include residential and recreational
uses. The surrounding uses are common for areas off
primary transportation corridors.
Construction Type/Height – The proposed tower is a
unipole tower with a proposed height of 130 feet.
For the research of towers, we rely on information from
antennasearch.com, which we consider a reliable source of
information. Our search revealed 37 towers within proximity
to the tower. We excluded towers listed that were part of
electrical transmission lines, which is inconsistent with the
proposed tower. Some of the towers were not visible during
our tour of the area. We also excluded the towers over 250
feet which require lighting. The following chart provides a
summary of the comparable towers studied in the area.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 22 of 50
(NH-002) MPB REAL ESTATE, LLC
After researching the 39 towers in the area, several of the
towers are located on commercial or industrial properties.
This limited the number of towers for comparison to a tower
in a residential area. A concern raised was the limited number
of towers in residential areas. While a large portion of the
towers are located on commercial and industrial properties
and/or neighborhoods, there are some towers located on
properties abutting or adjacent to residential properties. We
provide additional information on these towers.
4510 S. College Road – This tower is located on an
institutional property along the College Road corridor.
Jasmine Cove Way is a tertiary road that provides access to
the residential properties behind the parcel improved with a
cell tower. The South College Road corridor is an external
influence on developments along the corridor. There is a
walking track between the Shrine Club and the residential
properties. The sales activity in this neighborhood was
inadequate in quantity to provide relevant results.
3310 S. College Road - This tower is located on the site of
Messiah Lutheran Church. The adjacent property is a
multifamily development for rent that includes townhomes.
Tower Type Location Year Built Address Height (Feet)
Monopole Commercial 1995 4502 Park Avenue 95
Registered Institutional 2016 3310 South College Road 150
Monopole Commercial 2002 5515 Carolina Beach Road 160
Lattice Commercial/Industrial 2004 434 Raleigh Street 180
Monopole Industrial 2003 5501 Greenville Loop Road 156
Registered Institutional 2015 5591 Marvin K Mosss Lane 195
Registered Institutional NA Halyburton Memorial Parkway 140
Monopole Industrial NA River Road 199
Monopole Commercial/Residential NA Off Willowick Park Drive 170
Monopole Commercial/Industrial NA Pickard Road & Shipyard Blvd. 115
Monopole Residential/Vacant Land NA Behind Deer Hill Drive 147
Monopole Electrical NA Pine Grove Dr. & Beasley Rd. 108
Monopole Residential/Vacant Land NA Antietam Dr. & Appomattox Dr. 199
Lattice Commercial/Industrial NA Raleigh St. & Carolina Beach Dr. 200
Monopole Residential 1999 Behind Cypress Village Place 195
Slick Stick Mini-Storage NA 202 North Dow Road 150
Wilmington Tower Summary
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 23 of 50
(NH-002) MPB REAL ESTATE, LLC
Multifamily properties are a common location for
telecommunication towers. This tower is not visible from the
nearby residential properties.
Two additional towers on institutional properties are the
Center for Marine Science and the Veteran’s Sports Complex
off Halyburton Memorial Parkway. The Center is adjacent to
the Masonboro Sound. The Center tower is not visible from
the adjacent properties as the property is significantly larger
and has a significantly higher level of tree cover. The wireless
arrays for the Sports Complex are located on a water tower,
which is inconsistent with the proposed development.
The selection of towers attempts to provide market data that
is ample in quality and quantity to develop a credible opinion
regarding the impact, if any, of the proposed cell tower. The
data necessary should ideally provide comparability in the
sales to isolate the variable studied. The following provides a
summary of towers found in residential areas. The market data
was inadequate unto itself to develop a credible analysis. The
market data is limited in quantity and quality, which is the
reasoning for the exclusion from the original report.
Deer Crossing – This tower is near a residential area behind
the Deer Crossing subdivision. This tower is further from this
subdivision that was developed in 2016. However, upon
touring this subdivision, the tower was not visible because of
the distance and tree cover between the tower and these
homes. The research provided no data for the analysis.
Clearbrook Estates – This tower was not included because the
location of the tower was improved with a power substation.
The above ground infrastructure posed a significant visual
impact on the same properties with a visual impact from the
tower. The adjacent residential properties were constructed in
the 1960’s. Most of the transactions involving the adjacent or
abutting properties were not arm’s length transactions. The
most recent sale was for a recently renovated property for
$200,000 in August 2020. The remaining four sales closed
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 24 of 50
(NH-002) MPB REAL ESTATE, LLC
between 1995 and 2017. This data is inadequate in quality and
quantity to isolate the impact of the tower.
The most relevant local data is from a new subdivision located
off Carolina Beach Road called Cypress Village. This
subdivision is in the construction phase. The following
provides an aerial and a PLAT of this development. The
tower, which was constructed in 1999 is located on the
adjacent property.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 25 of 50
(NH-002) MPB REAL ESTATE, LLC
The data for the subdivision is limited as only six homes have
sold. The six sales closed since March 2021. Two of these
properties were closest to the tower. The sales closest to the
tower were in the middle of the range of the data set. While
the quantity of data is limited, the sales prices do not reflect a
diminution in value based on the proximity and visual impact
of the tower. Further research of this subdivision showed
consistency in the price paid for the lots. The third factor
extracted is the fact that a developer was attracted to the site
knowing the visual influence of the tower. The market data
and activity provide secondary evidence that the tower, which
is significantly closer to the homes in Cypress Village, does
not present an adverse impact on property values.
Given the limited data for the local towers, we provide
additional examples from studies performed in North
Carolina. These examples are provided in support of the
limited data from the local market. Based on the photo
simulations provided, the examples provided are intended to
show examples of residential development where a cell tower
is visible above a nearby tree canopy.
Other Market Data The first example is located on Woodpark Drive in High
Point, North Carolina. The monopole tower is larger than the
proposed tower. The surrounding developments are
townhomes that provide adequate quantity of data to develop
an opinion of whether this tower influences value. The
townhomes in the development have varying levels of visual
influence from the tower. The sales highlighted in yellow have
the highest level of visual influence from the tower as the
tower is located in view of their front door.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 26 of 50
(NH-002) MPB REAL ESTATE, LLC
We have included this example because of the duplexes
located west of the proposed tower. The sales directly across
the street from the tower, shown in yellow, do not show any
influence from the tower. In fact, one sale across the street is
the highest priced sale found within the past several years.
This data provides evidence that the visual influence from the
tower has no influence on prices paid.
ID Address Size SF Bedrooms Bathrooms Sale Price Price/Sq. Ft. Sale Date Deed Book Page
196643 7836 WOODPARK DR 1,264 3 2 $100,000 $79.11 7/5/2018 8065-0590
196633 7820 WOODPARK DR 1,266 3 2 $137,000 $108.21 7/27/2016 7837-2933
196634 7822 WOODPARK DR 1,266 3 2 $122,000 $96.37 5/28/2015 7704-3038
196637 7828 WOODPARK DR 1,266 3 2 $114,000 $90.05 8/22/2014 7626-0825
196644 7846 WOODPARK DR 1,264 3 2 $135,000 $106.80 10/5/2017 7982-1602
196645 7844 WOODPARK DR 1,152 2 2 $98,000 $85.07 7/23/2014 7617-0256
196645 7844 WOODPARK DR 1,152 2 2 $104,500 $90.71 8/12/2016 7844-0746
196652 7871 WOODPARK DR 1,264 3 2 $115,000 $90.98 10/14/2014 7641-1701
196656 7859 WOODPARK DR 1,264 3 2 $125,000 $98.89 4/13/2017 7923-1098
196658 7855 WOODPARK DR 1,264 3 2 $106,000 $83.86 5/14/2015 7700-2575
Castle Pines at Hickswood Townhomes
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 27 of 50
(NH-002) MPB REAL ESTATE, LLC
The second example is from a subdivision in Cornelius, North
Carolina. Victoria Bay is a waterfront community. This
development is adjacent to Lake Norman and has similar
improvements. This subdivision includes some homes with
frontage on the water. We have excluded these sales to assist
in isolating the influence of the tower if any. The following
chart provides a summary of the sales. The sales highlighted
in yellow have visual influence from the tower. The sales
highlighted in green are for a resale of the same property.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 28 of 50
(NH-002) MPB REAL ESTATE, LLC
The sales shown have an average price per square foot of
$132.11. Three of the four sales with visual influence from the
tower are above the average. Six of the sales in the data set
were of the same model. Three of the sales have visual
influence from the tower. The prices paid per square foot are
comparable. The indication from the market is that the visual
impact from the tower does not adversely impact property
values in Victoria Bay.
The next tower with adequate data is a lattice tower located at
2517 Providence Road in Weddington, North Carolina.
Typically, we would not include this tower because of its
construction type and taller size. This tower as shown on the
photograph poses a significantly higher visual impact on the
subdivision to the north, Inverness at Providence Road. The
following chart provides a summary of market data for homes
in the subdivision. The sales highlighted in yellow have
significant visual impact from the tower. The sales
Parcel # Street Address Sales Date Size (SF) $/SF Sales Price
003-381-44 19911 Marina Village Dr. April 13, 2018 1,620 138.27$ 224,000$
003-381-40 18505 Victoria Bay Dr. November 13, 2018 1,620 155.86$ 252,500$
003-381-30 18526 Victoria Bay Dr. July 1, 2020 2,219 145.11$ 322,000$
003-381-62 18611 Victoria Bay Dr. November 16, 2018 1,620 146.91$ 238,000$
003-381-65 18623 Victoria Bay Dr. February 28, 2018 1,620 139.51$ 226,000$
003-381-66 18627 Victoria Bay Dr. October 18, 2018 1,620 151.23$ 245,000$
003-381-25 18624 Victoria Bay Dr. November 20, 2018 2,052 119.40$ 245,000$
003-381-14 20030 Coral Cove Ct. January 11, 2018 1,620 134.57$ 218,000$
003-382-02 18122 Bluff Inlet Rd. June 19, 2020 2,071 153.31$ 317,500$
003-195-09 18111 Bluff Inlet Rd. May 18, 2018 2,052 121.83$ 250,000$
003-195-06 18021 Bluff Inlet Rd. July 16, 2018 2,012 136.68$ 275,000$
003-195-01 18001 Bluff Inlet Rd. April 17, 2020 1,645 151.98$ 250,000$
003-196-23 20815 Brinkley St. June 17, 2020 2,610 128.35$ 335,000$
003-196-12 18208 Harbor Mist Rd. February 23, 2018 2,709 108.90$ 295,000$
003-196-12 18208 Harbor Mist Rd. August 3, 2018 2,709 124.03$ 336,000$
003-196-36 20933 Brinkley St. September 7, 2018 2,528 128.56$ 325,000$
003-194-57 20102 Beard St. August 21, 2020 2,386 155.07$ 370,000$
003-195-59 20115 Beard St. September 4, 2018 2,263 124.61$ 282,000$
003-194-51 20914 Brinkley St. December 27, 2018 2,609 109.62$ 286,000$
003-194-25 18307 Victoria Bay Dr. February 21, 2018 2,332 125.21$ 292,000$
003-194-26 18311 Victoria Bay Dr. September 21, 2018 2,582 114.25$ 295,000$
003-194-25 18327 Victoria Bay Dr. January 24, 2018 2,609 105.40$ 275,000$
003-194-34 18409 Victoria Bay Dr. August 13, 2018 2,655 119.77$ 318,000$
Victoria Bay
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 29 of 50
(NH-002) MPB REAL ESTATE, LLC
highlighted in green are resales of the same property to reflect
the appreciating market.
The most significant factor in the analysis of the data is the
date of sale. The housing shortage has shown a spike in prices
paid. The price point for these homes averages approximately
$500,000. The sales prices for the houses with visual
influence from the tower range from $448,000 to $553,500
which is consistent with the sales of homes without a visual
influence despite their older sale date. The price per square
foot for the impacted houses ranges from $115.11 to $141.45
Parcel Number Book & Page Acreage Address Sale Amount Sale Date Year Built SF $/SF Parcel Number Book & Page Acreage Address Sale Amount Sale Date Year Built SF $/SF
6159379 7154 747 0.32 104 SOMERLED WAY 508,500$ 5/11/2018 2018 3,479 146.16$ 6159445 7736 0391 0.36 309 SOMERLED WAY 525,000$ 7/15/2020 2016 3,893 134.86$
6159380 7145 188 0.37 108 SOMERLED WAY 471,000$ 4/27/2018 2017 3,859 122.05$ 6159446 6781 278 0.38 313 SOMERLED WAY 557,000$ 9/28/2016 2016 4,339 128.37$
6159381 7146 402 0.4 112 SOMERLED WAY 438,500$ 4/30/2018 2017 3,248 135.01$ 6159447 7120 362 0.32 317 SOMERLED WAY 534,500$ 3/19/2018 2017 4,291 124.56$
6159382 7172 333 0.4 113 SOMERLED WAY 559,000$ 6/8/2018 2015 3,921 142.57$ 6159448 7225 798 0.25 321 SOMERLED WAY 490,000$ 8/29/2018 2018 3,788 129.36$
6159383 7219 178 0.24 117 SOMERLED WAY 520,000$ 8/20/2018 2015 3,243 160.35$ 6159449 7244 446 0.25 325 SOMERLED WAY 472,500$ 10/1/2018 2018 4,225 111.83$
6159384 7244 560 0.24 121 SOMERLED WAY 514,000$ 10/1/2018 2018 4,354 118.05$ 6159450 7536 0594 0.25 329 SOMERLED WAY 542,500$ 12/10/2019 2016 3,824 141.87$
6159385 7942 0230 0.24 125 SOMERLED WAY 550,000$ 1/4/2021 2018 3,248 169.33$ 6159451 6967 230 0.25 333 SOMERLED WAY 540,000$ 7/5/2017 2016 4,556 118.53$
6159386 6719 319 0.26 129 SOMERLED WAY 503,500$ 7/12/2016 2015 3,921 128.41$ 6159452 7219 017 0.27 337 SOMERLED WAY 455,000$ 8/17/2018 2018 3,248 140.09$ 6159387 6546 130 0.27 201 SOMERLED WAY 486,000$ 10/12/2015 2015 3,942 123.29$ 6159453 7147 488 0.32 341 SOMERLED WAY 483,000$ 5/1/2018 2017 3,892 124.10$ 6159388 6699 852 0.25 205 SOMERLED WAY 453,000$ 6/16/2016 2016 3,245 139.60$ 6159454 7144 410 0.33 345 SOMERLED WAY 491,500$ 4/26/2018 2017 3,248 151.32$
6159389 6822 104 0.25 209 SOMERLED WAY 491,000$ 11/18/2016 2015 3,900 125.90$ 6159455 7684 0116 0.32 349 SOMERLED WAY 525,000$ 5/29/2020 2016 3,415 153.73$
6159390 6825 072 0.25 213 SOMERLED WAY 471,000$ 11/22/2016 2015 3,756 125.40$ 6159458 6885 265 0.353 105 BARCLAY DR 467,000$ 3/1/2017 2016 3,646 128.09$
6159391 6633 228 0.3 217 SOMERLED WAY 478,000$ 3/16/2016 2015 3,868 123.58$ 6159459 6880 725 0.342 109 BARCLAY DR 528,500$ 2/22/2017 2016 3,173 166.56$ 6159392 6950 743 0.242 317 BARCLAY DR 668,500$ 6/12/2017 2016 6,507 102.74$ 6159460 6940 081 0.317 113 BARCLAY DR 518,000$ 5/26/2017 2017 4,291 120.72$
6159393 6851 790 0.27 321 BARCLAY DR 502,500$ 12/29/2016 2016 3,897 128.95$ 6159461 7047 708 0.358 117 BARCLAY DR 417,500$ 11/3/2017 2017 3,160 132.12$
6159394 6645 149 0.35 325 BARCLAY DR 495,500$ 4/1/2016 2015 3,892 127.31$ 6159462 6920 777 0.305 121 BARCLAY DR 571,000$ 4/27/2017 2017 4,775 119.58$
6159396 6670 745 0.23 333 BARCLAY DR 491,500$ 5/9/2016 2016 3,892 126.28$ 6159463 7429 307 0.25 125 BARCLAY DR 588,000$ 7/31/2019 2018 3,892 151.08$ 6159397 6712 081 0.23 337 BARCLAY DR 391,500$ 6/30/2016 2016 3,180 123.11$ 6159463 7224 607 0.25 125 BARCLAY DR 572,000$ 8/28/2018 2018 3,892 146.97$
6159398 6823 029 0.28 341 BARCLAY DR 458,500$ 11/18/2016 2016 3,186 143.91$ 6159464 7122 746 0.271 129 BARCLAY DR 526,500$ 3/22/2018 2017 5,874 89.63$
6159399 7086 853 0.29 2905 MERRYVALE WAY 545,000$ 1/12/2018 2016 4,222 129.09$ 6159466 7488 0001 0.274 137 BARCLAY DR 570,000$ 10/11/2019 2017 4,560 125.00$ 6159400 6846 365 0.29 2909 MERRYVALE WAY 538,000$ 12/21/2016 2016 4,434 121.34$ 6159467 6921 598 0.274 141 BARCLAY DR 452,000$ 4/28/2017 2017 3,426 131.93$ 6159401 6659 509 0.31 2913 MERRYVALE WAY 459,000$ 4/25/2016 2016 3,245 141.45$ 6159468 7397 0704 0.25 145 BARCLAY DR 521,000$ 6/21/2019 2017 3,763 138.45$
6159402 6655 785 0.38 2917 MERRYVALE WAY 507,000$ 4/19/2016 2015 3,868 131.08$ 6159469 7032 212 0.25 149 BARCLAY DR 458,000$ 10/11/2017 2017 3,167 144.62$
6159403 6782 657 0.39 2920 MERRYVALE WAY 553,500$ 9/29/2016 2016 4,339 127.56$ 6159470 7223 321 0.25 153 BARCLAY DR 486,500$ 8/24/2018 2018 4,260 114.20$
6159404 6853 642 0.36 2916 MERRYVALE WAY 545,000$ 12/30/2016 2016 4,516 120.68$ 6159471 7244 507 0.25 157 BARCLAY DR 545,500$ 10/1/2018 2018 4,310 126.57$
6159405 6640 381 0.28 2912 MERRYVALE WAY 452,000$ 3/28/2016 2015 3,884 116.37$ 6159472 7243 553 0.25 161 BARCLAY DR 469,500$ 9/28/2018 2018 3,666 128.07$
6159406 6590 757 0.29 2908 MERRYVALE WAY 452,500$ 12/28/2015 2015 3,909 115.76$ 6159473 7237 611 0.25 165 BARCLAY DR 468,000$ 9/20/2018 2018 3,889 120.34$
6159407 6591 307 0.29 2904 MERRYVALE WAY 448,000$ 12/28/2015 2015 3,892 115.11$ 6159474 7177 736 0.25 169 BARCLAY DR 511,500$ 6/18/2018 2018 3,822 133.83$
6159408 6591 474 0.33 2900 MERRYVALE WAY 451,000$ 12/29/2015 2015 3,868 116.60$ 6159475 7237 408 0.25 173 BARCLAY DR 480,000$ 9/20/2018 2018 3,892 123.33$
6159409 6690 738 0.29 2808 MERRYVALE WAY 419,000$ 6/3/2016 2016 3,245 129.12$ 6159476 7778 110 0.25 177 BARCLAY DR 530,000$ 8/19/2020 2018 3,559 148.92$
6159410 6643 595 0.32 2804 MERRYVALE WAY 513,000$ 3/31/2016 2015 3,756 136.58$ 6159476 7235 595 0.25 177 BARCLAY DR 489,000$ 9/18/2018 2018 3,559 137.40$
6159411 7150 630 0.25 120 SOMERLED WAY 456,000$ 5/4/2018 2017 3,559 128.13$ 6159477 7775 473 0.298 181 BARCLAY DR 585,000$ 8/17/2020 2018 3,788 154.44$ 6159412 6688 409 0.24 124 SOMERLED WAY 432,000$ 6/1/2016 2015 3,106 139.09$ 6159477 7227 402 0.298 181 BARCLAY DR 529,500$ 8/31/2018 2018 3,788 139.78$
6159413 7273 540 0.29 128 SOMERLED WAY 505,000$ 11/26/2018 2015 3,892 129.75$ 6159478 7243 069 0.287 185 BARCLAY DR 430,000$ 9/28/2018 2018 3,248 132.39$
6159414 6959 391 0.28 200 SOMERLED WAY 459,000$ 6/26/2017 2017 3,701 124.02$ 6159479 7202 403 0.287 189 BARCLAY DR 534,000$ 7/24/2018 2018 3,274 163.10$
6159415 6608 661 0.25 204 SOMERLED WAY 419,000$ 2/1/2016 2015 3,868 108.32$ 6159480 7437 393 0.287 193 BARCLAY DR 549,000$ 8/12/2019 2017 3,592 152.84$
6159416 6731 757 0.25 208 SOMERLED WAY 467,500$ 7/28/2016 2016 3,890 120.18$ 6159480 7110 539 0.287 193 BARCLAY DR 520,000$ 2/28/2018 2017 3,592 144.77$
6159417 6757 188 0.25 212 SOMERLED WAY 456,500$ 8/30/2016 2016 3,881 117.62$ 6159481 7077 103 0.287 197 BARCLAY DR 621,500$ 12/22/2017 2017 6,158 100.93$
6159419 7045 313 0.3 220 SOMERLED WAY 460,000$ 10/31/2017 2016 3,173 144.97$ 6159482 7917 0532 0.295 201 BARCLAY DR 530,000$ 12/11/2020 2017 3,260 162.58$
6159420 6868 158 0.27 328 BARCLAY DR 529,500$ 1/31/2017 2016 4,340 122.00$ 6159483 7040 873 0.29 205 BARCLAY DR 462,000$ 10/25/2017 2017 3,900 118.46$
6159421 6971 136 0.25 332 BARCLAY DR 466,000$ 7/12/2017 2017 3,833 121.58$ 6159484 7079 604 0.267 209 BARCLAY DR 521,000$ 12/29/2017 2017 3,806 136.89$
6159422 7204 509 0.25 336 BARCLAY DR 530,000$ 7/27/2018 2016 4,339 122.15$ 6159485 7042 866 0.283 213 BARCLAY DR 430,500$ 10/27/2017 2017 3,173 135.68$
6159423 6725 875 0.42 340 BARCLAY DR 533,000$ 7/21/2016 2016 3,892 136.95$ 6159486 7003 282 0.371 200 BARCLAY DR 558,500$ 8/28/2017 2017 4,531 123.26$ 6159424 7242 439 0.33 301 SOMERLED WAY 500,000$ 9/27/2018 2016 4,310 116.01$ 6159487 6959 514 0.324 188 BARCLAY DR 488,500$ 6/26/2017 2017 3,911 124.90$ 6159425 6842 058 0.32 305 SOMERLED WAY 433,500$ 12/16/2016 2016 3,173 136.62$ 6159488 6985 188 0.333 180 BARCLAY DR 552,000$ 7/31/2017 2017 4,541 121.56$
6159433 7224 094 0.3 301 BARCLAY DR 455,500$ 8/27/2018 2018 3,479 130.93$ 6159489 7091 878 0.254 172 BARCLAY DR 495,500$ 1/24/2018 2017 3,274 151.34$
6159434 6825 757 0.27 305 BARCLAY DR 644,500$ 11/22/2016 2016 5,830 110.55$ 6159490 7205 416 0.25 168 BARCLAY DR 503,500$ 7/30/2018 2018 4,310 116.82$
6159435 6825 096 0.28 309 BARCLAY DR 632,000$ 11/22/2016 2016 5,954 106.15$ 6159491 7066 746 0.25 164 BARCLAY DR 482,000$ 12/7/2017 2017 4,211 114.46$
6159436 6744 188 0.33 313 BARCLAY DR 534,500$ 8/15/2016 2016 3,868 138.19$ 6159492 7073 062 0.25 160 BARCLAY DR 477,500$ 12/18/2017 2017 3,912 122.06$
6159437 7147 247 0.28 308 SOMERLED WAY 464,500$ 4/30/2018 2016 3,879 119.75$ 6159493 7546 349 0.25 156 BARCLAY DR 521,000$ 12/20/2019 2017 3,248 160.41$
6159438 6660 854 0.25 316 SOMERLED WAY 465,500$ 4/26/2016 2016 3,890 119.67$ 6159493 7140 614 0.25 156 BARCLAY DR 514,500$ 4/20/2018 2017 3,248 158.41$
6159439 6693 863 0.24 320 SOMERLED WAY 448,000$ 6/8/2016 2016 3,868 115.82$ 6159494 6982 514 0.25 152 BARCLAY DR 506,000$ 7/27/2017 2017 4,566 110.82$
6159440 7232 454 0.24 324 SOMERLED WAY 533,000$ 9/10/2018 2016 3,756 141.91$ 6159495 7139 083 0.25 148 BARCLAY DR 470,000$ 4/18/2018 2017 3,883 121.04$ 6159441 6693 353 0.24 328 SOMERLED WAY 495,000$ 6/8/2016 2016 3,408 145.25$ 6159496 7067 001 0.25 144 BARCLAY DR 500,000$ 12/7/2017 2017 4,311 115.98$ 6159442 6653 116 0.24 332 SOMERLED WAY 452,500$ 4/14/2016 2015 3,890 116.32$ 6159497 6885 172 0.307 140 BARCLAY DR 473,000$ 2/28/2017 2016 3,918 120.72$
6159443 6712 158 0.29 340 SOMERLED WAY 456,500$ 7/1/2016 2016 3,245 140.68$ 6159498 7078 310 0.304 132 BARCLAY DR 429,500$ 12/27/2017 2017 3,164 135.75$
6159444 7833 0099 0.27 348 SOMERLED WAY 595,000$ 10/2/2020 2016 3,196 186.17$ 6159499 6867 900 0.25 124 BARCLAY DR 439,500$ 1/30/2017 2016 3,866 113.68$
6159500 6931 427 0.458 116 BARCLAY DR 581,000$ 5/12/2017 2017 4,331 134.15$
Inverness Subdivision Sales
Size Sale Price $/SF
Minimum 3,106 391,500$ 89.63$
Maximum 6,507 668,500$ 186.17$
Average 3,894 501,287$ 130.65$
Median 3,879 495,500$ 128.09$
Inverness Summary
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 30 of 50
(NH-002) MPB REAL ESTATE, LLC
per square foot. Again, the rates bookend the median and
averages for the neighborhood. The indication from the
analysis is that the presence of a cell tower posing a higher
level of visual impact with a light did not significantly impact
the value of properties.
The Vickery subdivision located in Waxhaw, North Carolina
has a cell tower just north of the lots at the terminus of Vickery
Drive. This tower has a comparable distance to adjacent
improvements. The vegetative buffer is comparable to the
proposed tower. The analysis for those properties closest to
the tower are compared to those within the remainder of the
subdivision. The following chart provides sales within the
subdivision with the properties closest to the tower
highlighted in yellow.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 31 of 50
(NH-002) MPB REAL ESTATE, LLC
For the analysis, we used several units of comparison. The
price point for the properties closest to the tower are within
the range of the rest of the subdivision. While one sale is on
the lower end of the range another is on the upper end of the
Parcel Number
Book &
Page Acreage Address Sale Amount Size SFD (SF) Price/SF Sale Date
Assessed
Value
% of
Assessed
Value Year Built
7075300 6775 248 0.474 1209 VICKERY DR 474,000$ 4,032 117.56$ 9/21/2016 387,500$ 122% 2016
7075301 6775 389 0.584 1215 VICKERY DR 467,000$ 4,224 110.56$ 9/21/2016 398,200$ 117% 2016
7075299 6778 636 0.481 1205 VICKERY DR 447,000$ 3,453 129.45$ 9/26/2016 358,100$ 125% 2016
7075302 6781 324 0.472 1305 VICKERY DR 429,900$ 3,011 142.78$ 9/28/2016 366,300$ 117% 2016
7075308 6782 602 0.486 1416 VICKERY DR 404,000$ 3,427 117.89$ 9/29/2016 344,300$ 117% 2016
7075305 6785 056 0.46 1415 VICKERY DR 438,000$ 3,789 115.60$ 9/30/2016 380,200$ 115% 2016
7075304 6786 509 0.501 1407 VICKERY DR 390,000$ 2,922 133.47$ 10/4/2016 316,900$ 123% 2016
7075315 6800 627 0.608 1300 VICKERY DR 436,500$ 3,073 142.04$ 10/21/2016 340,200$ 128% 2016
7075310 6802 034 0.565 1408 VICKERY DR 495,500$ 4,032 122.89$ 10/24/2016 387,300$ 128% 2016
7075309 6807 378 0.53 1412 VICKERY DR 508,815$ 3,865 131.65$ 10/28/2016 406,700$ 125% 2016
7075303 6807 603 0.466 1401 VICKERY DR 435,000$ 3,571 121.81$ 10/31/2016 362,400$ 120% 2016
7075298 6835 577 0.514 1201 VICKERY DR 480,705$ 3,956 121.51$ 12/7/2016 388,200$ 124% 2016
7075314 6843 242 0.498 1304 VICKERY DR 464,900$ 3,850 120.75$ 12/16/2016 375,900$ 124% 2016
7075307 6843 367 0.466 1423 VICKERY DR 470,000$ 3,672 128.00$ 12/19/2016 362,500$ 130% 2016
7075326 6844 281 0.463 2023 DONOVAN DR 450,500$ 2,922 154.18$ 12/19/2016 324,100$ 139% 2016
7075330 6847 478 0.529 2028 DONOVAN DR 438,500$ 3,642 120.40$ 12/22/2016 355,500$ 123% 2016
7075335 6848 787 0.504 2011 CHALET LN 475,207$ 3,672 129.41$ 12/27/2016 363,700$ 131% 2016
7075331 6848 807 0.473 2024 DONOVAN DR 492,000$ 4,832 101.82$ 12/27/2016 420,500$ 117% 2016
7075332 6851 725 0.461 2018 DONOVAN DR 454,348$ 3,594 126.42$ 12/29/2016 358,800$ 127% 2016
7075312 6851 804 0.542 1402 VICKERY DR 417,000$ 3,037 137.31$ 12/29/2016 338,500$ 123% 2016
7075325 6859 111 0.463 2019 DONOVAN DR 462,500$ 3,037 152.29$ 1/13/2017 338,900$ 136% 2016
7075317 6862 313 0.496 1110 VICKERY DR 448,836$ 3,644 123.17$ 1/19/2017 376,500$ 119% 2016
7075313 6880 472 0.497 1308 VICKERY DR 476,853$ 4,102 116.25$ 2/22/2017 395,100$ 121% 2016
7075350 6882 808 0.483 1004 KARA CT 459,050$ 3,430 133.83$ 2/24/2017 344,000$ 133% 2016
7075311 6883 380 0.513 1406 VICKERY DR 499,900$ 4,240 117.90$ 2/27/2017 406,500$ 123% 2016
7075338 6886 457 0.537 3021 CHALET LN 506,000$ 3,803 133.05$ 3/2/2017 369,800$ 137% 2016
7075337 6891 603 0.531 3015 CHALET LN 442,890$ 3,036 145.88$ 3/10/2017 323,500$ 137% 2016
7075333 6892 523 0.473 2012 DONOVAN DR 494,990$ 3,777 131.05$ 3/13/2017 382,500$ 129% 2016
7075345 6894 492 0.534 3000 CHALET LN 432,000$ 3,109 138.95$ 3/16/2017 336,300$ 128% 2016
7075306 6896 071 0.462 1419 VICKERY DR 455,800$ 3,488 130.68$ 3/20/2017 366,600$ 124% 2016
7075334 6903 497 0.567 2002 DONOVAN DR 469,900$ 3,430 137.00$ 3/30/2017 359,100$ 131% 2016
7075336 6928 229 0.521 3003 CHALET LN 558,582$ 4,258 131.18$ 5/9/2017 403,700$ 138% 2017
7075343 6934 030 0.544 3012 CHALET LN 502,000$ 3,646 137.69$ 5/18/2017 366,500$ 137% 2017
7075348 6943 103 0.473 1016 KARA CT 498,677$ 3,609 138.18$ 5/31/2017 366,200$ 136% 2017
7075344 6948 415 0.56 3008 CHALET LN 512,900$ 4,059 126.36$ 6/8/2017 408,800$ 125% 2016
7075322 6954 471 0.516 2005 DONOVAN DR 512,000$ 3,910 130.95$ 6/16/2017 388,900$ 132% 2017
7075341 6955 571 0.53 3024 CHALET LN 499,900$ 4,085 122.37$ 6/19/2017 395,600$ 126% 2017
7075340 6957 267 0.482 3030 CHALET LN 465,335$ 3,462 134.41$ 6/21/2017 353,700$ 132% 2017
7075349 6961 836 0.492 1010 KARA CT 493,500$ 4,102 120.31$ 6/28/2017 395,100$ 125% 2017
7075297 6961 627 0.509 1109 VICKERY DR 470,049$ 3,413 137.72$ 6/28/2017 358,800$ 131% 2017
7075347 6962 872 0.579 1020 KARA CT 507,500$ 3,885 130.63$ 6/29/2017 371,900$ 136% 2017
7075351 6964 408 0.476 1002 KARA CT 440,000$ 3,528 124.72$ 6/30/2017 353,200$ 125% 2016
7075316 6965 130 0.568 1210 VICKERY DR 449,900$ 3,528 127.52$ 6/30/2017 353,400$ 127% 2016
7075346 6978 225 0.567 1005 KARA CT 528,250$ 3,913 135.00$ 7/21/2017 390,200$ 135% 2017
7075329 7020 463 0.541 2032 DONOVAN DR 457,400$ 3,000 152.47$ 9/22/2017 341,200$ 134% 2017
7075323 7029 563 0.505 2009 DONOVAN DR 469,500$ 3,074 152.73$ 10/6/2017 342,000$ 137% 2017
7075328 7043 656 0.613 2027 DONOVAN DR 513,500$ 3,963 129.57$ 10/30/2017 391,400$ 131% 2017
7075339 7043 673 0.548 3031 CHALET LN 443,000$ 3,074 144.11$ 10/30/2017 333,800$ 133% 2017
7075324 7064 691 0.512 2015 DONOVAN DR 471,085$ 3,609 130.53$ 12/4/2017 353,900$ 133% 2017
7075342 7072 416 0.525 3018 CHALET LN 495,000$ 3,777 131.06$ 12/15/2017 382,300$ 129% 2017
7075327 7133 380 0.467 2025 DONOVAN DR 509,000$ 3,735 136.28$ 4/9/2018 362,500$ 140% 2016
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 32 of 50
(NH-002) MPB REAL ESTATE, LLC
range indicating that the proximity to the cell tower does not
influence the price point. We also looked at the price per
square foot. Again, the sales in proximity to the tower were
consistent with nominal variances with other properties in the
subdivision. We also compared the sales prices to the assessed
values of the properties. Again, this comparison yielded the
same results that the market and prices paid for properties in
proximity to the tower were not impacted by the tower.
The next tower found is located southeast of the Prestwick
subdivision in Charlotte, North Carolina. The following aerial
shows the tower to the southeast of the subdivision.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 33 of 50
(NH-002) MPB REAL ESTATE, LLC
The tower is a monopole tower with some trees between the
tower and the residential properties within Prestwick. The
following chart provides a summary of sales within the
subdivision with the properties highlighted in yellow having
some level of visual influence from the tower.
Despite consideration of adjustments to the data set for a
variety of physical and market variances, the single-family
dwelling with the highest level of visual impact from the
tower lies within the range of the data set presented. This
analysis indicates that the visual impact of this tower does not
substantially impact property values of residential properties.
Other potential impacts to the surrounding area include noise,
traffic, and lighting. The operation of a cell tower is
essentially silent and would not influence the surrounding
Parcel Number Book & Page Acreage Address Sale Amount Size SFD (SF) Price/SF Sale Date Assessed Value
% of
Assessed
Value Year Built
7135197 6730 543 0.16 5810 PARKSTONE DR $247,000 3,288 $75.12 7/26/2016 $246,000 100% 2006
7135211 7011 590 0.15 5807 PARKSTONE DR $260,000 2,844 $91.42 9/8/2017 $224,100 116% 2006
7135214 6918 096 0.14 5801 PARKSTONE DR $245,000 2,744 $89.29 4/24/2017 $217,400 113% 2006
7135218 6991 886 0.16 5717 PARKSTONE DR $271,000 2,732 $99.19 8/10/2017 $218,500 124% 2006
7135221 6636 021 0.17 5707 PARKSTONE DR $250,000 2,744 $91.11 3/21/2016 $220,300 113% 2006
7135228 6728 324 0.17 5706 PARKSTONE DR $242,000 2,652 $91.25 7/25/2016 $212,300 114% 2006
7135238 6756 020 0.18 3107 ROYAL TROON LN $260,000 2,744 $94.75 8/29/2016 $217,500 120% 2006
7135243 7228 074 0.14 3005 ROYAL TROON LN $235,000 1,956 $120.14 8/31/2018 $179,400 131% 2006
7135190 7192 422 0.14 5704 FALKIRK LN $274,000 2,856 $95.94 7/10/2018 $223,600 123% 2006
7135193 7228 475 0.15 5800 PARKSTONE DR $287,500 3,026 $95.01 8/31/2018 $233,600 123% 2006
7135196 7154 843 0.16 5808 PARKSTONE DR $256,000 2,744 $93.29 5/11/2018 $219,900 116% 2006
7135198 6903 572 0.16 5812 PARKSTONE DR $262,000 2,744 $95.48 3/30/2017 $217,500 120% 2006
7135213 7199 856 0.14 5803 PARKSTONE DR $277,000 2,732 $101.39 7/20/2018 $218,700 127% 2006
7135215 6985 085 0.14 5723 PARKSTONE DR $245,000 3,268 $74.97 7/31/2017 $244,300 100% 2006
7135232 6890 100 0.17 5714 PARKSTONE DR $238,000 1,794 $132.66 3/8/2017 $176,700 135% 2006
7135239 6820 854 0.18 3105 ROYAL TROON DR $260,000 2,732 $95.17 11/16/2016 $225,700 115% 2006
7135279 7257 886 0.14 5911 PARKSTONE DR $211,000 2,654 $79.50 10/25/2018 $213,200 99% 2007
7135284 7231 065 0.16 5901 PARKSTONE DR $278,000 2,983 $93.19 9/6/2018 $231,100 120% 2007
7135201 7002 308 0.18 5818 PARKSTONE DR $260,000 2,837 $91.65 8/25/2017 $224,700 116% 2007
7135256 6773 258 0.14 5708 FALKIRK LN $232,500 2,104 $110.50 9/19/2016 $192,700 121% 2007
7135273 7232 509 0.15 5910 PARKSTONE DR $273,000 3,075 $88.78 9/10/2018 $235,100 116% 2007
7135283 6943 153 0.16 5903 PARKSTONE DR $255,000 2,654 $96.08 5/31/2017 $212,500 120% 2007
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 34 of 50
(NH-002) MPB REAL ESTATE, LLC
developments. The additional traffic caused by the proposed
development includes two to three trips a month for routine
maintenance. Any increases in traffic are considered nominal
and does not impact the abutting properties. One of the
examples includes a lit tower with lattice construction posing
a significantly higher visual impact than the proposed tower.
Conclusions The market activity around cell towers indicates that the
visual impact of the proposed tower is not reflected in the
prices paid. In other words, if I were to appraise any of the
abutting properties of the proposed development, the market
data does not support any adjustments for the visual impact of
the tower. Therefore, I conclude that the proposed
development of a wireless telecommunications facility will
not substantially injure the value of abutting properties.
Qualitative Analysis In addition to the market activity for existing towers, we also
consider the surrounding developments for the subject. The
question posed for this study is “would the development of the
wireless facility warrant a downward adjustment to
neighborhood properties?” The information from the previous
analysis indicates that there is no empirical evidence to
support a quantitative adjustment. The following analysis is
intended to determine whether a qualitative adjustment is
warranted.
Subject Neighborhood When considering qualitative adjustments in an appraisal, the
appraiser must consider all factors that could contribute to an
adjustment. The aesthetics and location of the proposed
development as well as the existing developments are a factor
in developing our opinion. The factors considered in
developing our opinion include but are not necessarily limited
to:
The market has not shown a detrimental impact on
development patterns in areas with visual influence
from a wireless facility.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 35 of 50
(NH-002) MPB REAL ESTATE, LLC
The proposed development is located within the
existing tree line that will screen a significant portion
of the tower in all directions and minimize the
potential impact.
The visual impact of the tower will not impede the
view amenity of the golf course for the properties to
the west.
Most properties in the area include screening from the
street and the existing infrastructure. The indication is
that there are existing external influences on properties
in the neighborhood.
All these factors would contribute to the aesthetic appeal and
a hypothetical valuation of properties in the neighborhood.
The multitude of factors indicates that multicollinearity for
aesthetics exists. Multicollinearity arises when multiple items
correlate with each other. The multiple factors can cause a
distortion of the impact of any of the factors individually
without consideration for all the factors that contribute to the
common issue.
As shown on the photos, there is a wastewater treatment
facility located on the other side of the golf course. The
location of this infrastructure reflects the development
patterns of providing infrastructure in otherwise areas of
limited utility. Sanitary sewer lines are prevalent in areas
encumbered with floodplain. The development of
infrastructure on sites with limited utility is consistent with
the surrounding development patterns.
The following provides a summary of our conclusions
regarding the items for a special use permit. We reiterate these
items for reference purposes.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 36 of 50
(NH-002) MPB REAL ESTATE, LLC
Item 3 Cell towers are essentially silent and would not interfere with
the use and enjoyment of properties in the area. The existing
traffic for Valley Brook Road would increase nominally
because of the proposed tower. Based on the market data
presented and the siting of the proposed tower, we conclude
that the proposed tower will not substantially injure the value
of adjacent or abutting properties. The proposed location is
consistent with other developments in the Wilmington area.
Item 4 We conclude that the proposed development will be in
harmony with the area. The development of the area includes
infrastructure located in areas with limited utility.
Therefore, it is our opinion that the proposed development in
accordance with the proposed conditions will not substantially
injure the value of adjacent or abutting properties. The
proposed development has siting and existing buffers to
minimize to the extent possible the visual impact of the
proposed tower. It is my opinion that the proposed
development will not substantially detract from the aesthetics
or character of the neighborhood because of its location and
existing above ground infrastructure and location adjacent to
a golf course.
Michael P. Berkowitz
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 37 of 50
(NH-002) MPB REAL ESTATE, LLC
Christopher B. Ferriss
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 38 of 50
(NH-002) MPB REAL ESTATE, LLC
ADDENDA
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 39 of 50
(NH-002) MPB REAL ESTATE, LLC
Certifications
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 40 of 50
(NH-002) MPB REAL ESTATE, LLC
CERTIFICATION OF THE ANALYST
I, Michael P. Berkowitz, certify that, to the best of my knowledge and belief,
1. The statements of fact contained in this report are true and correct.
2. The reported analyses, opinions, and conclusions are limited only by the reported assumptions
and limiting conditions and are my personal, impartial, and unbiased professional analyses,
opinions, and conclusions.
3. I have no present or prospective interest in the property that is the subject of this report and no
personal interest with respect to the parties involved.
4. I have performed no services, as an appraiser or in any other capacity, regarding the property
that is the subject of this report within the three-year period immediately preceding acceptance
of this assignment.
5. I have no bias with respect to the property that is the subject of this report or to the parties
involved with this assignment.
6. My engagement in this assignment was not contingent upon developing or reporting
predetermined results.
7. My compensation for completing this assignment is not contingent upon the development or
reporting of a predetermined value or direction in value that favors the cause of the client, the
amount of the value opinion, the attainment of a stipulated result, or the occurrence of a
subsequent event directly related to the intended use of this study.
8. The reported analyses, opinions, and conclusions were developed, and this report has been
prepared, in conformity with the Uniform Standards of Professional Appraisal Practice.
9. The use of this report is subject to the requirements of the Appraisal Institute relating to review
by its duly authorized representatives.
10. I have made a personal inspection of the property that is the subject of this report.
11. No one provided significant real property appraisal assistance to the person(s) signing this
certification other than those individuals having signed the attached report.
Michael P. Berkowitz
(NC State Certified General Real Estate Appraiser #A6169)
(SC State Certified General Real Estate Appraiser #CG6277)
July 26, 2021
Date
(Rev: 06/18/12)
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 41 of 50
(NH-002) MPB REAL ESTATE, LLC
CERTIFICATION OF THE ANALYST
I, Christopher B. Ferris, certify that, to the best of my knowledge and belief,
1. The statements of fact contained in this report are true and correct.
2. The reported analyses, opinions, and conclusions are limited only by the reported assumptions
and limiting conditions and are my personal, impartial, and unbiased professional analyses,
opinions, and conclusions.
3. I have no present or prospective interest in the property that is the subject of this report and no
personal interest with respect to the parties involved.
4. I have performed no services, as an appraiser or in any other capacity, regarding the property
that is the subject of this report within the three-year period immediately preceding acceptance
of this assignment.
5. I have no bias with respect to the property that is the subject of this report or to the parties
involved with this assignment.
6. My engagement in this assignment was not contingent upon developing or reporting
predetermined results.
7. My compensation for completing this assignment is not contingent upon the development or
reporting of a predetermined value or direction in value that favors the cause of the client, the
amount of the value opinion, the attainment of a stipulated result, or the occurrence of a
subsequent event directly related to the intended use of this study.
8. The reported analyses, opinions, and conclusions were developed, and this report has been
prepared, in conformity with the Uniform Standards of Professional Appraisal Practice.
9. The use of this report is subject to the requirements of the Appraisal Institute relating to review
by its duly authorized representatives.
10. I have made a personal inspection of the property that is the subject of this report.
11. No one provided significant real property appraisal assistance to the person(s) signing this
certification other than those individuals having signed the attached report.
Christopher B. Ferriss
(NC State Certified General Real Estate Appraiser #A4445)
July 26, 2021
Date
(Rev: 06/18/12)
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 42 of 50
(NH-002) MPB REAL ESTATE, LLC
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 43 of 50
(NH-002) MPB REAL ESTATE, LLC
ASSUMPTIONS AND LIMITING CONDITIONS
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 44 of 50
(NH-002) MPB REAL ESTATE, LLC
ASSUMPTIONS AND LIMITING CONDITIONS
Limit of Liability
The liability of MPB REAL ESTATE, LLC and employees is limited to the client only and to the
fee actually received by our firm. Further, there is no accountability, obligation, or liability to any
third party. If this report is placed in the hands of anyone other than client, the client shall make
such party aware of all limiting conditions and assumptions of the assignment and related
discussions. Further, client will forever indemnify and hold MPB REAL ESTATE, LLC, its
officers, and employees harmless from any claims by third parties related in any way to the
appraisal or study which is the subject of the report. Third parties shall include limited partners of
client if client is a partnership and stockholders of client if client is a corporation, and all lenders,
tenants, past owners, successors, assigns, transferees, and spouses of client. MPB REAL ESTATE,
LLC will not be responsible for any costs incurred to discover or correct any deficiencies of any
type present in the property, physically, financially, and/or legally.
Copies, Distribution, Use of Report
Possession of this report or any copy of this report does not carry with it the right of publication,
nor may it be used for other than its intended use; the physical report remains the property of MPB
REAL ESTATE, LLC for the use of the client, the fee being for the analytical services only.
The bylaws and regulations of the Appraisal Institute require each member and candidate to control
the use and distribution of each report signed by such member or candidate; except, however, the
client may distribute copies of this report in its entirety to such third parties as he may select;
however, selected portions of this report shall not be given to third parties without the prior written
consent of the signatories of this report. Neither all nor any part of this report shall be disseminated
to the general public by the use of advertising media, public relations, news, sales or other media
for public communication without the prior written consent of MPB REAL ESTATE, LLC.
Confidentiality
This report is to be used only in its entirety and no part is to be used without the whole report. All
conclusions and opinions concerning the analysis as set forth in the report were prepared by MPB
REAL ESTATE, LLC whose signatures appear on the report. No change of any item in the report
shall be made by anyone other than MPB REAL ESTATE, LLC. MPB REAL ESTATE, LLC shall
have no responsibility if any such unauthorized change is made.
MPB REAL ESTATE, LLC may not divulge the material contents of the report, analytical findings
or conclusions, or give a copy of the report to anyone other than the client or his designee as
specified in writing except as may be required by the Appraisal Institute as they may request in
confidence for ethics enforcement, or by a court of law or body with the power of subpoena.
Trade Secrets
This report was obtained from MPB REAL ESTATE, LLC and consists of “trade secrets and
commercial or financial information” which is privileged and confidential and exempted from
disclosure under 5 U.S.C. 552 (b) (4) of the Uniform Commercial Code. MPB REAL ESTATE,
LLC shall be notified of any request to reproduce this report in whole or in part.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 45 of 50
(NH-002) MPB REAL ESTATE, LLC
Information Used
No responsibility is assumed for accuracy of information furnished by or work of others, the client,
his designee, or public records. We are not liable for such information or the work of
subcontractors. The comparable data relied upon in this report has been confirmed with one or
more parties familiar with the transaction or from affidavit or other sources thought reasonable; all
are considered appropriate for inclusion to the best of our factual judgment and knowledge. An
impractical and uneconomic expenditure of time would be required in attempting to furnish
unimpeachable verification in all instances, particularly as to engineering and market-related
information. It is suggested that the client consider independent verification as a prerequisite to
any transaction involving sale, lease, or other significant commitment of funds for the subject
property.
Financial Information
Our value opinion(s) have been based on unaudited financials, and other data provided to us by
management and/or owners. If these reports are found to be inaccurate, we reserve the right to
revise our value opinion(s). It is noted we are depending on these accounting statements as being
accurate and our interpretation of these statements as being accurate as well. If these assumptions
later prove to be false, we reserve the right to amend our opinions of value.
Testimony, Consultation, Completion of Contract for Report Services
The contract for report, consultation, or analytical service is fulfilled and the total fee payable upon
completion of the report, unless otherwise specified. MPB REAL ESTATE, LLC or those assisting
in preparation of the report will not be asked or required to give testimony in court or hearing
because of having made the report, in full or in part, nor engage in post report consultation with
client or third parties except under separate and special arrangement and at an additional fee. If
testimony or deposition is required because of any subpoena, the client shall be responsible for
any additional time, fees, and charges, regardless of issuing party.
Exhibits
The illustrations and maps in this report are included to assist the reader in visualizing the property
and are not necessarily to scale. Various photographs, if any, are included for the same purpose as
of the date of the photographs. Site plans are not surveys unless so designated.
Legal, Engineering, Financial, Structural or Mechanical Nature, Hidden Components, Soil
No responsibility is assumed for matters legal in character or nature, nor matters of survey, nor of
any architectural, structural, mechanical, or engineering nature. No opinion is rendered as to the
title, which is presumed to be good and marketable. The property is appraised as if free and clear,
unless otherwise stated in particular parts of the report. The legal description is assumed to be
correct as used in this report as furnished by the client, his designee, or as derived by MPB REAL
ESTATE, LLC.
MPB REAL ESTATE, LLC has inspected as far as possible, by observation, the land and the
improvements; however, it was not possible to personally observe conditions beneath the soil, or
hidden structural, mechanical or other components, and MPB REAL ESTATE, LLC shall not be
responsible for defects in the property which may be related.
The report is based on there being no hidden, unapparent, or apparent conditions of the property
site, subsoil or structures or toxic materials which would render it more or less valuable. No
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 46 of 50
(NH-002) MPB REAL ESTATE, LLC
responsibility is assumed for any such conditions or for any expertise or engineering to discover
them. All mechanical components are assumed to be in operable condition and status standard for
properties of the subject type. Conditions of heating, cooling, ventilation, electrical, and plumbing
equipment are considered to be commensurate with the condition of the balance of the
improvements unless otherwise stated. We are not experts in this area, and it is recommended, if
appropriate, the client obtain an inspection of this equipment by a qualified professional.
If MPB REAL ESTATE, LLC has not been supplied with a termite inspection, survey or
occupancy permit, no responsibility or representation is assumed or made for any costs associated
with obtaining same or for any deficiencies discovered before or after they are obtained. No
representation or warranties are made concerning obtaining the above mentioned items.
MPB REAL ESTATE, LLC assumes no responsibility for any costs or consequences arising due
to the need, or the lack of need, for flood hazard insurance. An agent for The Federal Flood
Insurance Program should be contacted to determine the actual need for Flood Hazard Insurance.
Legality of Use
The report is based on the premise that there is full compliance with all applicable federal, state
and local environmental regulations and laws unless otherwise stated in the report; further, that all
applicable zoning, building and use regulations, and restrictions of all types have been complied
with unless otherwise stated in the report. Further, it is assumed that all required licenses, consents,
permits, or other legislative or administrative authority, local, state, federal and/or private entity
or organization have been or may be obtained or renewed for any use considered in the value
estimate.
Component Values
The distribution of the total valuation in this report between land and improvements applies only
under the existing program of utilization. The separate valuations for land and building must not
be used in conjunction with any other report and are invalid if so used.
Auxiliary and Related Studies
No environmental or impact studies, special market study or analysis, highest and best use analysis,
study or feasibility study has been required or made unless otherwise specified in an agreement
for services or in the report.
Dollar Values, Purchasing Power
The market value estimated and the costs used are as of the date of the estimate of value, unless
otherwise indicated. All dollar amounts are based on the purchasing power and price of the dollar
as of the date of the value estimate.
Inclusions
Furnishings and equipment or personal property or business operations, except as specifically
indicated and typically considered as a part of real estate, have been disregarded with only the real
estate being considered in the value estimate, unless otherwise stated. In some property types,
business and real estate interests and values are combined.
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 47 of 50
(NH-002) MPB REAL ESTATE, LLC
Proposed Improvements, Special Value
Improvements proposed, if any, onsite or offsite, as well as any repairs required, are considered
for purposes of this report to be completed in a timely, good and workmanlike manner, according
to information submitted and/or considered by MPB REAL ESTATE, LLC. In cases of proposed
construction, the report is subject to change upon inspection of property after construction is
completed.
Value Change, Dynamic Market, Influences, Alteration of Estimate
The estimated value, which is defined in the report, is subject to change with market changes over
time. Value is highly related to exposure, time, promotional effort, terms, motivation, and
conditions surrounding the offering. The value estimate considers the productivity and relative
attractiveness of the property physically and economically in the marketplace.
In cases of reports involving the capitalization of income benefits, the estimate of market value or
investment value or value in use is a reflection of such benefits and MPB REAL ESTATE, LLC'
interpretation of income and yields and other factors derived from general and specific client and
market information. Such estimates are as of the date of the estimate of value; thus, they are subject
to change as the market and value is naturally dynamic.
The “estimate of market value” in the report is not based in whole or in part upon the race, color,
or national origin of the present owners or occupants of the properties in the vicinity of the property
appraised.
Report and Value Estimate
Report and value estimate are subject to change if physical or legal entity or financing differ from
that envisioned in this report.
Management of the Property
It is assumed that the property which is the subject of this report will be under prudent and
competent ownership and management.
Hazardous Materials
Unless otherwise stated in this report, the existence of hazardous substances, including without
limitation, asbestos, polychlorinated biphenyls, petroleum leakage, or agricultural chemicals,
which may or may not be present on the property, or other environmental conditions, were not
called to the attention of nor did MPB REAL ESTATE, LLC become aware of such during their
inspection. MPB REAL ESTATE, LLC had no knowledge of the existence of such materials on
or in the property unless otherwise stated. MPB REAL ESTATE, LLC, however, is not qualified
to test such substances or conditions. If the presence of such substances such as asbestos, urea
formaldehyde foam insulation, or other hazardous substances or environmental conditions, may
affect the value of the property, the value estimate is predicated on the assumption that there is no
such condition on or in the property or in the proximity that it would cause a loss in value. No
responsibility is assumed for any such conditions, nor for any expertise or engineering knowledge
required to discover them.
Soil and Subsoil Conditions
Unless otherwise stated in this report, MPB REAL ESTATE, LLC does not warrant the soil or
subsoil conditions for toxic or hazardous waste materials. Where any suspected materials might
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 48 of 50
(NH-002) MPB REAL ESTATE, LLC
be present, we have indicated in the report; however, MPB REAL ESTATE, LLC are not experts
in this field and recommend appropriate engineering studies to monitor the presence or absence of
these materials.
Americans with Disabilities Act (ADA)
“MPB REAL ESTATE, LLC has not made a specific compliance survey and analysis of this
property to determine whether or not it is in conformity with the various detailed requirements of
the Americans with Disabilities Act (ADA), which became effective January 26, 1992. It is
possible that a compliance survey of the property together with a detailed analysis of the
requirements of the ADA could reveal that the property is not in compliance with one or more of
the requirements of the Act. If so, this fact could have a negative effect upon the value of the
property. Since MPB REAL ESTATE, LLC has no direct evidence relating to this issue, we did
not consider possible non-compliance with the requirements of ADA in estimating the value of the
property.”
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 49 of 50
(NH-002) MPB REAL ESTATE, LLC
Qualifications of the Analyst
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 50 of 50
(NH-002) MPB REAL ESTATE, LLC
QUALIFICATIONS OF THE ANALYST
Michael P. Berkowitz
MPB Real Estate, LLC, Inc.
1100 Sundance Drive
Concord, North Carolina 28027
(704) 605-0595
EDUCATION AND CREDENTIALS
Duke University
Major: Economics 1985-1989
Central Piedmont Community College
R-1 - Introduction to Real Estate Appraisal, 2002
R-2 - Valuation Principles and Procedures, 2002
R-3 - Applied Residential Property Valuation, 2002
G-1 - Introduction to Income Property Appraisal, 2003
Bob Ipock and Associates
G-2 - Advanced Income Capitalization Procedures, 2003
G-3 - Applied Property Income Valuation 2004
Appraisal Institute
520 Highest and Best Use and Market Analysis, 2004
Seminar Rates, Multipliers and Ratios 2005
530 Advanced Sales Comparison and Cost Approaches 2006
Seminar Apartment Appraisal, Concepts & Applications 2009
Seminar Appraising Distresses Commercial Real Estate 2009
Seminar Appraising Convenience Stores 2011
Seminar Analyzing Operating Expenses 2011
AFFILIATIONS AND ACTIVITIES
Association Memberships
North Carolina State Certified General Real Estate Appraiser, October 2006, Certificate No.
A6169
RELATED EXPERIENCE
Provided real estate consulting services for a variety of clients including real estate brokers,
property owners and financial planners
Performed financial feasibility studies for multiple property types including golf communities,
and renovation projects.
Developed plan for self-contained communities.
Race Track expertise
IMPACT STUDY VALLEY BROOK ROAD, WILMINGTON, NEW HANOVER COUNTY, NC Page 51 of 50
(NH-002) MPB REAL ESTATE, LLC
APPRAISAL EXPERIENCE
A partial list of types of properties appraised include:
Retail Properties, Single and Multi-Tenant, Proposed and Existing
Office Single and Multi-Tenant Proposed and Existing
Mixed-Use Properties, Proposed and Existing
Industrial Properties, Warehouse, Flex and Manufacturing
Vacant Land
Condemnation
C-Stores
Race Tracks
CLIENTELE
Bank of America
Transylvania County
Cabarrus County
Mecklenburg County
City of Statesville
NC Department of Transportation
Henry County, GA
Town of Loudon, NH
First Citizens Bank
City of Charlotte
City of Concord
Union County
BB & T
Aegon USA Realty Advisors
Sun Trust Bank
First Charter Bank
Regions Bank
Charlotte Housing Authority
Alliance Bank and Trust
Broadway Bank
Duke Energy Corporation
Jim R. Funderburk, PLLC
Hamilton, Fay, Moon, Stephens, Steele & Martin
Senator Marshall A. Rauch
Perry, Bundy, Plyler & Long, LLP
Robinson, Bradshaw & Hinson
CSX Real Property
Baucom, Clayton, Burton, Morgan & Wood, PA
City of Mount Holly
Our Towns Habitat for Humanity
Parker, Poe, Adams & Bernstein, LLP
Central Carolina Bank
Southern Community Bank and Trust
PHOTO PRESENTATION
Communications Tower Group LLC
Wireless Communications Facility Documentation
The proposed 130.0’ AGL Telecommunications Facility is to be located at or near 902 The Cape Blvd, Wilmington, NC 28412. The site coordinates are N 34° 04’ 22.77” W 77° 54’ 06.46” (34.072992°, -77.901794°). The site elevation
is 7.4.0 ft AMSL.
The stealth Concealment (Lamp Shade) style tower as simulated is at One Hundred and Thirty Feet (130 feet in height/
altitude) above ground at the centerline of the proposed tower facility location. Each of the Lamp Shade elements is 6 feet in diameter by 12 feet in height and spaced at 0 foot intervals.
Michael P. SaMPair’S Technical GraPhicS ServiceSPROVIDING PROFESSIONAL SPECIALTY SERVICES TO THE TELECOMMUNICATIONS INDUSTRY
Page 1 of 18 • revision 20210725-2327
TOWER
N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
Page 2 of 18 • revision 20210725-2327
¼ mile
TOWER
1
2
3NV45
6
7NV
8
NV
NV
NV
NV
NV - Not Visible
N
1 - Looking south by southwest towards site from St Vincent Dr across water treatment plant. (0.25mi)
2 - Looking southwest towards site from The Cape Blvd northeast of Golf Course. (0.18mi)
3 - No View. Looking north by northwest towards site from Valley Brook Rd at Fern Valley Dr. (0.23mi)
4 - Looking north by northwest towards site from Fern Valley Dr at Valley Brook Rd. (578ft, 0.11mi)
5 - Looking north by northwest towards site from Valley Brook Rd at west end of bridge near entrance to Telfair Forest. (360ft, 0.07mi)
6 - Looking northwest towards site from northwestern corner of Sea Castle Ct. (0.14mi)
7 - No View. Looking east by southeast towards site from Promontory Ct at Valley Brook rd. (0.18mi)
8 - Looking south by southeast towards site from The Cape Blvd near Tiara Dr across Golf Course. (0.19mi)
NV = Not Visible
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
Page 3 of 18 • revision 20210725-2327
¼ mile
TOWER
N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
Page 4 of 18 • revision 20210725-2327
TOWER
1 N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
VieW From loCation 1
Page 5 of 18 • revision 20210725-2327
TOWER
1 N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
Simulated VieW From loCation 1
Page 6 of 18 • revision 20210725-2327
TOWER
2
N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
VieW From loCation 2
Page 7 of 18 • revision 20210725-2327
TOWER
2
N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
Simulated VieW From loCation 2
Page 8 of 18 • revision 20210725-2327
TOWER
3NV
NV-Not Visible
N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
VieW From loCation 3
Page 9 of 18 • revision 20210725-2327
TOWER
4
N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
VieW From loCation 4
Page 10 of 18 • revision 20210725-2327
TOWER
4
N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
Simulated VieW From loCation 4
Page 11 of 18 • revision 20210725-2327
TOWER
5
N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
VieW From loCation 5
Page 12 of 18 • revision 20210725-2327
TOWER
5
N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
Simulated VieW From loCation 5
Page 13 of 18 • revision 20210725-2327
TOWER
6
N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
VieW From loCation 6
Page 14 of 18 • revision 20210725-2327
TOWER
6
N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
Simulated VieW From loCation 6
Page 15 of 18 • revision 20210725-2327
TOWER
7NV
NV-Not Visible
N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
VieW From loCation 7
Page 16 of 18 • revision 20210725-2327
TOWER
8 N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
VieW From loCation 8
Page 17 of 18 • revision 20210725-2327
TOWER
8 N
CTG# NC 0010081
THE CAPE BLVD
Wilmington, nC
Simulated VieW From loCation 8
Page 18 of 18 • revision 20210725-2327
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:B7/15/21REVISIONT-1SCOPE OF WORKPROPOSED WORK WILL CONSIST OF PREPARATION AND INSTALLATION OFCELLULAR COMMUNICATION COMPOUND. CONSISTING OF GRADING SITEWORK AND POURING OF CONCRETE FOUNDATIONS FOR CELLULAREQUIPMENT & TOWER WHERE ALL WORK SHALL BE CONTAINED WITHINSUBJECT PROPERTY LINES.CODESALL CONSTRUCTION SPECIFIED ON DOCUMENTS SUBMITTED FOR BUILDINGPERMIT SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING &ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENTEDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCALGOVERNING AUTHORITIES :·2018 INTERNATIONAL BUILDING CODE W/ NC AMENDMENTS·2018 INTERNATIONAL FIRE CODE W/ NC AMENDMENTS·2018 INTERNATIONAL PLUMBING CODE W/ NC AMENDMENTS·2018 INTERNATIONAL MECHANICAL CODE W/ NC AMENDMENTS·2009 INTERNATIONAL ENERGY CONSERVATION CODE·2017 NATIONAL ELECTRICAL CODE - NFPA 70·TIA-222-G·TIA-1019-ASITE DESIGN SUMMARY:··WIND LOAD DESIGN:90/120mph··EXPOSURE CATEGORY:II··OCCUPANCY:U··CONSTRUCTION TYPE:II-A·FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAP ACCESS IS NOT REQUIRED.·FACILITY HAS NO SANITARY OR POTABLE WATER·THERE IS "NO EMERGENCY RESPONSE EQUIPMENT ON THE TOWER ANDEXISTING &/OR PROPOSED EQUIPMENT WILL NOT INTERFERE WITHCOUNTY EMERGENCY COMMUNICATIONS AND THAT, IF SUCH,INTERFERENCE IS FOUND TO EXIST, THEN APPLICANT WILL TAKEWHATEVER STEPS NECESSARY TO CORRECT INTERFERENCE."FEMA PANEL:THIS SITE IS IN A SPECIAL FLOOD HAZARD AND LABELED ZONE "X SHADED"W/ 0.2% CHANCE OF FLOOD HAZARD, AS SHOWN PER FIRM PANEL:3720313200K. DATED: 08/28/2018SITE NAME:THE CAPE BLVDSITE NUMBER:CTG-NC 0010081DESCRIPTION:NEW SITE DEVELOPMENT130' MONOPOLE TOWERPROPERTY OWNER:SOUTHEASTERN ENTERPRISES, INC1202 LAKE PARK BLV NCAROLINA BEACH, NC 28428APPLICATION:COMMUNICATIONS TOWER GROUP (CTG)15720 BRIXHAM HILL AVE. SUITE 300CHARLOTTE, NC 28277BRAD LAGANO(E)blagano.ctowergroup.com(P)704-992-7522REAL ESTATE:COMMUNICATIONS TOWER GROUP (CTG)15720 BRIXHAM HILL AVE. SUITE 300CHARLOTTE, NC 28277TERRY THOMAS(E)tthomas@ctowergroup.com(P)727-254-7458ENGINEERING:P. MARSHALL & ASSOCIATES3545 WHITEHALL PARK DRIVE SUITE 450CHARLOTTE, NORTH CAROLINA 28273TREVOR MCALLISTER(E)tmcallister@pmass.com(P)478-542-3291 NEAREST SITE ADDRESS:902 THE CAPE BLVDWILMINGTON, NC 28412 SITE LATITUDE(NAD83):34° 04' 22.77" (34.072992° ) SITE LONGITUDE(NAD83):-77° 54' 06.46" (-77.901794° ) GND ELEVATION (NAVD88):7.4' AMSL TOWER HGHT (AGL.):130.0' JURISDICTION:NEW HANOVER COUNTY PARCEL ID:R08500-002-070-000ZONING:R-15 ACREAGE (BUA):259,182 SQFT. (5.95 ACRES)(E) IMPERVIOUS SURFACE: 0 SQFT.(P) IMPERVIOUS SURFACE:COMPOUND @ 10,000 SQFT +DRIVE @2,725.087 SQFT. = 12,725.087 SQFT.UTILITIES:POWER COMPANY:NAFIBER COMPANY:NACALL BEFOREYOU DIGN. CAROLINAONE-CALL 811http://www.nc811.com/TITLE SHEETPROJECT DIRECTORYLOCATION MAPPROJECT SUMMARYSITE SUMMARYCALL BEFORE YOU DIGSHEET INDEXT-1TITLE SHEETT-2GENERAL NOTESC-1OVERALL SITE PLANC-2 ENLARGED SITE PLANC-3COMPOUND PLANC-4TOWER ELEVATIONC-5CONSTRUCTION DETAILS-ACCESSC-6CONSTRUCTION DETAILS- FENCEC-7CONSTRUCTION DETAILS-COMPOUNDC-8SIGN DETAILSC-9GRADING NOTES & DETAILSC-10GRADING NOTES & DETAILSC-11GRADING &EROSION CONTROL PLANC-12LANDSCAPING PLANE-1ELECTRICAL NOTESE-2ELECTRICAL ONE-LINEE-3 GROUNDING PLANE-4ELECTRICAL DETAILSSUPPLEMENTAL SHEET-SURVEYT-1AAPPENDIX B SHEETST-1BAPPENDIX B SHEETS
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:T-1AAPPENDIX BSHEETSPM&A; TREVOR McALLISTER 678 2802325P. MARSHALL & ASSOCIATES P. MARSHALL & ASSOCIATES PATRICK MARSHALL 024136 678 280-2325NEW HANOVER902 THE CAPE BLVD WILMINGTON, NCCTG RAW-LAND MONOPOLE - THE CAPE BLVD-NC-0010081N/
ANOT
A
B
U
I
L
D
I
N
G P. MARSHALL & ASSOCIATES TREVOR MCALLISTER 478 542-329 TMCALLISTER@PMASS.COM28412
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:T-1BAPPENDIX BSHEETSN/ANOT A BUILDING
N
/
A
NOT
A
B
U
I
L
D
IN
G
N
/
A
N
O
T
A
BU
I
L
D
I
N
GN/ANOT A BUILDING N/
ANOT
A
B
U
I
L
D
I
N
G
N
/
A
N
O
T
A
B
U
I
L
D
IN
G
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:T-2GENERAL NOTES&ANDAMSLAVERAGE ABOVEMEAN SEALEVELBTM. BOTTOM℄CENTERLINECONC.CONCRETECONT.CONTINOUSC.J. CONTROL JOINTDIA.DIAMETER(E)EXISTINGEL.ELEVATIONE.S.EACH SIDEE.W.EACH WAYFFIFLANGE FACINGINSIDEFFOFLANGE FACINGOUTSIDEFT.FEETF.V.FIELD VERIFYGALV.GALVANIZEDHORIZ.HORIZONTALIN.INCHLFPLEG FACING OUTSIDELLVDLONG LEG VERTICALDOWNLLVULONG LEG VERTICALUPMAX.MAXIMUMMFR. MANUFACTURERMIN.MINIMUMMPHMILES PER HOURO.C.ON CENTER(P)PROPOSEDREINF. REINFORCEREQ'DREQUIREDSIM.SIMILARSTD. STANDARDSTL. STEELTYP. TYPICALUNOUNLESS NOTEDOTHERWISEVERT.VERTICALVLDVERTICAL LEG DOWNVLUVERTICAL LEG UPW/ WITHGENERAL NOTESABBREVIATION KEY1.THE GENERAL CONTRACTOR MUST VERIFY ALL EXISTING & PROPOSEDDIMENSIONS, CONDITIONS, AND ELEVATIONS BEFORE STARTING WORK.ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THEENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THEWORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNERIN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES.2.IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETEDINSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLTEMPORARY BRACING, SHORING, TIES, FORM WORK, ETC., INACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL ORDINANCES,TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME.ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES.3.THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLEDWORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THENECESSARY CRAFTS AND WHO ARE 3. COMPLETELY FAMILIAR WITH THESPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPERPERFORMANCE OF THE WORK.4.CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITHGENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTIONCONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETERESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OFCONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALLPERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TOAPPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKINGHOURS AND PRIME CONTRACTOR FURTHER AGREES TO INDEMNIFY ANDHOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REALOR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THISPROJECT.5.SITE GROUNDING SHALL COMPLY WITH ENERGY GROUNDINGSTANDARDS, LATEST VERSION. WHEN NATIONAL AND LOCALGROUNDING CODES ARE MORE STRINGENT, THEY 5. SHALL GOVERN.GROUNDING SHALL BE COMPLETED BEFORE ERECTION OF A NEWTOWER.6.ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETYREQUIREMENTS. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS,EXISTING CONSTRUCTION, AND UTILITIES 6. SHALL BE ESTABLISHED PRIORTO FOUNDATION INSTALLATION. IF TEMPORARY LIGHTING ANDMARKING IS REQUIRED BY THE FEDERAL AVIATION ADMINISTRATION(FAA), IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THENECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENTOF A PROBLEM.7.ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALLLOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. THE MOSTSTRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES ORDIFFERENCES IN THE CODE REQUIREMENTS.8.THE CONTRACTOR SHALL RESTORE ALL PROPERTY TO IT'SPRE-CONSTRUCTION CONDITIONS TO THE OWNER'S SATISFACTION. ANYDAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THECONTRACTOR'S EXPENSE. THE CONTRACTOR IS TO PROTECT ALLEXISTING PROPERTY LINE MONUMENTATION, STRUCTURES, UTILITIES. ANYDAMAGE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'SEXPENSE UNDER THE SUPERVISION OF A REGISTERED SURVEYOR ORENGINEER.9.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AMPLE NOTICE TOTHE BUILDING INSPECTION DEPARTMENT TO SCHEDULE THE REQUIREDINSPECTIONS. A MINIMUM OF 24 9. HOURS OF NOTICE SHOULD BEGIVEN THE BUILDING INSPECTION DEPARTMENTS HAVE REQUESTED THATGROUPS OF TWO OR THREE SITES BE SCHEDULED AT ONE TIME IFPOSSIBLE.10.THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTIONDRAWINGS ALONG WITH THE SPECIFICATIONS AND TOWERDRAWINGS/ANALYSIS. CONTRACTOR IS 10. RESPONSIBLE FOR REVIEWOF THE TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL DRAWGINS &SPECIFICATIONS AND TO COORDINATE HIS WORK WITH THE WORK OFALL OTHER TO ENSURE THAT WORK PROGRESSION IS INTERRUPTED ANDDOES NOT INTERRUPT THE PROPERTY OWNER'S OPERATIONS AT ANYTIME.11. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIESWITHIN THE CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. ALLCONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THEOWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY COMPANY PRIORTO EACH CONNECTION.12.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVEDRAINAGE ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROLSHALL BE MAINTAINED ON THE 12. DOWNSTREAM SIDE OF THE SITE ATALL TIMES. ANY DAMAGE TO ADJACENT PROPERTIES WILL BECORRECTED AT THE CONTRACTOR'S EXPENSE.13.CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE KEPT TOA MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THEFACILITIES SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDETHE LEASED PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR.14.ALL SUITABLE BORROW MATERIAL FOR BACKFILL OF THE SITE SHALL BEINCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIALSHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BYGOVERNING AGENCIES PRIOR TO DISPOSAL.15.SEEDING AND MULCHING OF THE SITE WILL BE ACCOMPLISHED AS SOONAS POSSIBLE AFTER COMPLETION OF THE SITE DEVELOPMENT. THECONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ANADEQUATE COVER OF VEGETATION OVER THE SITE FOR A ONE YEARPERIOD.16.RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES,SUBSTITUTIONS, ETC., BETWEEN THE WORK AS SPECIFIED AND INSTALLED.RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWINGS WHICHSHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPONCOMPLETION OF THE PROJECT.17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIREDLICENSES, FEES, INSPECTIONS, ETC. BUILDING PERMITS WILL BE OBTAINEDBY CONTRACTOR & PAID FOR BY THE COUNTY.18.CONTRACTOR SHALL KEEP THE PROJECT SITE FREE FROMACCUMULATION OF WASTE MATERIALS & RUBBISH AT ALL TIMES DURINGCONSTRUCTION PERIOD & SHALL REMOVE. ALL WASTE MATERIALS &RUBBISH FROM PROJECT SITE AT THE COMPLETION OF WORK, EXCEPTTHOSE SPECIFICALLY REQUIRED BY THE CONTRACT DOCUMENTS TO BELEFT FOR THE OWNER'S MAINTENANCE. CONSTRUCTION WASTE MAYNEITHER BE BURNED NOR BURIED AND MUST BE TAKEN TO AN APPROVEDLANDFILL AT CONTRACTOR EXPENSE.19.SECURITY TO THE SITE SHALL BE MAINTAINED AT ALL TIMES.20.CONTRACTOR IS RESPONSIBLE FOR THE CONDITION OF THE ALLCABINETS AND /OR SHELTER DURING AND AFTER CONSTRUCTION.CABINETS AND /OR SHELTERS SHALL NOT BE USED FOR STORAGE OFTOOLS, CONSTRUCTION MATERIAL OR EQUIPMENT. CONTRACTOR SHALLENSURE THE CABINETS AND /OR SHELTERS IS CLEANED AT THECONCLUSION OF CONSTRUCTION. SHELTER FLOORS SHALL BE CLEANED,WAXED AND BUFFED TO SHINE.GENERAL NOTES
130'-0"659'-7"130'-0"407'-11"PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:B7/15/21REVISIONC-1OVERALLSITE PLAN1.SITE PLAN SHOWN WAS TAKEN FROM SURVEY INFORMATION PROVIDED BY POINT TO POINT LAND SURVEYORS, INC. CONTRACTOR TO VERIFY ALL EXISTING INFORMATION IS INDICATEDON SITE PLAN. CONTRACTOR IS TO ESTABLISH THE EXISTENCE AND LOCATION OF ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. IMMEDIATELY NOTIFY THE CONSTRUCTIONMANAGER OF ANY DISCREPANCIES.2.PARCEL DATA SHOWN WAS TAKEN FROM INFORMATION PROVIDED BY POINT TO POINT LAND SURVEYORS, INC & NEW HANOVER COUNTY GIS, PROPERTY INFORMATION RESEARCHWEB SITE.3.EXISTING WETLANDS ON SITE DESIGNATED AS FRESHWATER FORESTED/SHRUB WETLAND (PFO4Bd)4.ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE WITH THE ACCEPTED POLICIES BY NORTH CAROLINA STATE CODE.5.PROPOSED ROUTES ARE SHOWN AS SCHEMATIC.6.HAND DIG ALL EXISTING UTILITIES DEEPER THAN 12" TO LOCATEGENERAL NOTESGRAPHIC SCALENORTH ARROWWNEMPA&S00'SCALE: 1" = 100'ZONE "X" (AREA OF MINIMAL FLOOD HAZARD)SUBJECT PARENT PARCELSOUTHEASTERN ENTERPRISES INC.PARCEL ID: R08500-002-070-000ZONE: R-15ACRE: 5.95VALLEY BROOK ROAD (60' PRIVATE R/W)TELFAIR SUMMIT HOA INC.PARCEL ID: R08500-002-071-000ZONE: R-15ACRE: 5.54SOUTHEASTERN ENTERPRISES INC.PARCEL ID: R08500-002-114-000ZONE: R-15ACRE: 2.97100'100'CRESS LOUIS H ETALPARCEL ID: R08510-007-021-000ZONE: R-15ACRE: 0.36COOK TED E KATHLEEN MPARCEL ID: R08510-007-020-000ZONE: R-15ACRE: 0.34BREWSTER JACK R RITA ANNREV TRUSTPARCEL ID: R08510-007-019-000ZONE: R-15ACRE: 0.32GRICZEWICZ CAITLIN STEPHEN ARIESPARCEL ID: R08510-007-018-000ZONE: R-15ACRE: 0.35SOUTHERN DESTINY LLCPARCEL ID: R08500-002-029-002ZONE: R-15ACRE: 32.76PROPOSED 25' LANDSCAPEBUFFER/ TREE PRESERVATION AREAPROPOSED 100'x100'COMPOUND/ LEASE AREAPROPOSED MONOPOLEPROPOSED 30'UTILITY/ACCESS/FIBEREASEMENTSUBJECTPARENT PARCELADJACENTPARCEL LINE130' TOWER FALL ZONEEXISTINGWETLANDS(PF04Bd)EXISTING TREELINE (TYP.)FLOOD ZONE KEY15" CMP (END BURRIED)LIGHT POLE &TELCO (TYP.)ZONE "AE" (BASE FLOOD ELEVATION 9')SHADED ZONE "X" (0.2% ANNUAL CHANCE FLOOD HAZARD)FLOOD PLAIN LINE (TYP.)
XXPROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-2ENLARGEDSITE PLANGRAPHIC SCALENORTH ARROWWNEMPA&S00'SCALE: 1" = 30'30'30'PROPOSED 8'CHAIN-LINKED FENCEPROPOSED 12' GATEPROPOSED 130'MONOPOLE TOWERPROPOSED 12'GRAVEL DRIVESEE FENCE ELEVATION & SIGN SHEET (TYP.)HIACDEGBJPROPOSED 30' ACCESS/UTILITY/FIBER EASEMENTPROPOSED 20'SWING GATEVALLEY BROOK ROAD (60' PRIVATE R/W)EXISTING15" CMP(END BURRIED)EXISTING LIGHTPOLE & TELCO (TYP.)EXISTING PLANTEDTREES (TYP.)EXISTINGTREELINEPROPOSED 25'LANDSCAPE BUFFER/ TREEPRESERVATION AREASUBJECT PARENT PARCELPROPOSED 6" OF #57 STONEON GEOSYNTHETIC FABRIC
100'-0" C
O
M
P
O
U
N
D
/
L
E
A
S
E
A
R
E
A100'-0" COMPOUND/ LEASE AREA50'-0"
25'-0"
TYP.50'-0"ELECELECELECELECELECELECELECELECELECELECELECELECELEC
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-3NORTH ARROWWNEMPA&SGENERAL NOTESGRAPHIC SCALE00'SCALE: 1" = 20'20'20' COMPOUNDPLAN1.ALL MATERIAL AND EQUIPMENT FURNISHED SHALL BE NEW AND OFGOOD QUALITY. FREE FROM FAULTS AND DEFECTS AND INCONFORMANCE WITH THE CONTRACT DOCUMENTS. ANYSUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED INWRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION.CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THEKIND OF QUALITY OF MATERIAL AND EQUIPMENT BEING SUBSTITUTED.2.ACCESS TO PROPOSED WORK SITE MAY BE RESTRICTED. THECONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTIONACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS WITHTHE LEASING AGENT FOR APPROVAL.3.CONTRACTOR SHALL HAVE PRESENT ON SITE CURRENT CARRIERSUPPLIED INFORMATION PRIOR TO COMMENCE OF WORK; IE. RFDS,DESIGN DOCUMENTS SPECIFIC TO SITE AND CONFIGURATION. NOTIFYCONSTRUCTION MANAGER OF ANY DISCREPANCY PRIOR TO ARRIVALAT SITE.4.ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTION SHALL BEFOLLOWED EXACTLY AND SHALL SUPERSEDE ANY CONFLICTING NOTESENCLOSED HEREIN.5.ALL DAMAGE TO EXISTING UNDERGROUND, OVERHEAD OBSTACLESAND/OR EXISTING EQUIPMENT, PAD OR SHELTERS SHALL BE REPLACEDBACK TO FULL ORIGINAL OR BETTER CONDITION & SHALL MATCHEXISTING CONDITIONS BY REPAIRS AT GENERAL CONTRACTOREXPENSE.6.THE EXISTING TREES AND VEGETATION ARE SUFFICIENT, UNO, TOPROVIDE THE REQUIRED SCREENING PER LOCAL ORDINANCE. IF THEVEGETATION IS REMOVED OR DAMAGED, NEW LANDSCAPING/SCREENING WILL BE INSTALLED TO MEET LOCAL ORDINANCEREQUIREMENTS.PROPOSED 6" OF #57 STONEON GEOSYNTHETIC FABRICEXISTING TREE LINE (TYP.)PROPOSED 6'-0" CARRIER MULTI-GANGPOWER METER & TELCO DEMARC.CONNECT SUPPLY CONDUITS 5'-0"OUTSIDE OF FENCE LINE. COORDINATEWITH LOCAL UTILITY COMPANYREGARDING FINAL SERVICECONNECTION.PROPOSED 30' ACCESS/UTILITY/FIBER EASEMENT. CLEAREXISTING TREE LINE FOR ACCESS.PROPOSED UNDERGROUND 3" SCH. 40 PVC CONDUIT FROMPROPOSED 4-GANG METER ON H-FRAME. CAP OPEN CONDUITWATER TIGHT PRIOR TO INSTALLATION. COORDINATE WITHLOCAL UTILITY COMPANY REGARDING FINAL SERVICECONNECTION.PROPOSED CARRIERLEASE AREA (TYP. OF 3)PROPOSED 12'GRAVEL DRIVEPROPOSED 8'CHAIN-LINKED FENCE12' CHAIN-LINKEDFENCE18'X9'12'X20'15'X10'PROPOSED 25'LANDSCAPE BUFFER/ TREEPRESERVATION AREA
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:B7/15/21REVISIONC-4GENERAL NOTES1.REFER TO TOWER STRUCTURAL ANALYSIS FOR PROPOSED ANTENNACABLE LOADING DETAILS2.TOWER ELEVATION SHOWN IS NOT DRAWN TO SCALE AND IS ONLYINTENDED FOR REFERENCE PURPOSES. REFER TO ORIGINAL TOWERDESIGN FOR ADDITIONAL INFORMATION.3.ALL TOWER DIMENSIONS SHALL BE VERIFIED WITH THE PLANS PRIOR TOCOMMENCING CONSTRCTION. NOTIFY TH EENGINEER IMMEDIATELY IFANY DISCREPANCIES ARE DISCOVERED.4.ALL HARDWARE ASSEMBLE MANUFACTURER'S INSTRUCTIONS SHALL BEFOLLOWED EXACTLY AND SHALL SUPERSEDE ANY CONFLICTING NOTESENCLOSED HEREIN.5.ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OFGOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND INCONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALLSUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED INWRITING BU THE OWNER AND ENGINEER PRIOR TO INSTALLATION.CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENC AS TO THE KINDOF QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED.FINISH NOTES:TOWER-GALVANIZEDTOWER MOUNTS-GALVANIZEDANTENNA-NEUTRAL (MANUFACTURER FINISH)FOUNDATIONS-UNPAINTED CONCRETEICE BRIDGE- GALVANIZEDCABLES-BLACKBASE CABINETS/EQUIPMENT-NEUTRAL (MANUFACTURER FINISH)TOWERELEVATIONPROPOSED TOWER HEIGHT 130'-0" A.G.L.TOP OF APPURTENANCES 130'-0" A.G.L.CARRIER CENTERLINE124'-0"PROPOSEDMONOPOLE TOWERFUTURE ANTENNASBY OTHERS (TYP )CARRIER CENTERLINE112'-0"CARRIER CENTERLINE100'-0"T/GRADE0'-0"6'x12' FRP ANTENNACONCEALMENT SHADE (TYP. OF 3)
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-5EXISTING GRADEPROPOSED V-LINE DITCH LINED WITHSOD TO RUN ALONG SIDE OF ACCESSROAD AS NEEDED (5:1 MAX SIDE SLOPES)PROPOSED SUBGRADECOMPACTED TO 95%STANDARD PROCTORPROPOSED 20 MIL. LIGHT WEIGHT WOVEN SLITFILM POLYPROPYLENE GEOSYNETHIC FABRIC(500X MIRAFI GEOTEXTILE OR EQUAL)PROPOSED 4" #3 STONE CRUSHER RUN (3" TO 4"STONE WITH FINES AND DUST, FREE OF DEBRIS &ORGANIC MATERIAL) COMPACT TO 80% PROCTORBORROWED EXCAVATIONCOMPACTED TO 95% PROCTOR.PROPOSED 2" FINISH LAYEROF ROLLED #57 STONE5:15:1FEATHER & SOD SLOPEAWAY FROM ACCESS DRIVE2% SLOPE12'-0"30'-0" UTILITY/ ACCESS EASEMENT4'-0"( TYP.)2% SLOPEPROPOSED RIP RAP INSTALLEDIN HEAVY EROSION AREA &EVERY 25' WHERE TRAVELSLOPE IS GREATER THAN 10%PROPOSED GRAVELACCESS CROWN·AGGREGATE IS BASED ON STANDARD AASHTO·2" CROWN IN CENTER OF ACCESS, UNLESS IN CURVES, THEN ACCESS SHOULD BE SLOPED TO INSIDE OF TURN OR CURVE.·ALL MATERIALS SHALL MEET DOT STANDARD SPECIFICATION FOR ROAD CONSTRUCTION.·GRAVEL BASE & TOP COURSE DEPTH SHOWN AS MIN. INCREASE DEPTH MAY BE REQUIRED DUE TO POOR SOIL CONDITIONS.·MAX. GRADE: 123% GREATER THAN MAY REQUIRE PAVED SURFACE.·PRIVATELY MAINTAINED ROAD ONLY.·NO POTENTIAL FOR FURTHER DEVELOPMENT. THIS IS NOT A THRU ROAD.SCALE: NTSACCESS DRIVENOTES20'-0" x14'-0" MIN. UNOBSTRUCTED EASEMENT CLEARINGVARIES PER PLAN1'-0"TYP.CONSTRUCTIONDETAILS- ACCESSSCALE: NTSACCESS DRIVE SWING GATEFINISH GRADE (12' GRAVEL ACCESS DRIVE)3'-8"20'-0"3" SQUARE TUBE STEEL.PAINTED BLACK (TYP.)3'6"18" (TYP.)3'-0"4" (TYP.)SECURE LANE LLC (520)780-9751 SL-SG MANUAL SWINGGATE OR SIMILAR. AVAILABLE IN SINGLE SWING OR DUALSWING @ WWW. BARRIERGATEARM.COM4000 PSI CONCRETE POST FOOTING, MIN. (TYP.)4" ROUND STEEL POSTPAINTED BLACK (TYP.)HD BEARINGHINGES (TYP.OF 2)SLIDE BOLT LOCKING MECHANISM WITH TAB HASPS & PADLOCK.GC TO COORDINATE WITH OWNER FOR FINAL COMBINATION.NOTES
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-61'-6"6"9"10"18"3'-6"13"XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX9'-0"8'-0"13'-0"(CENTERED ON FENCE LINE)10'-0" O.C. MAX.5'-0" O.C. MIN.6"6"6"3"5'-6"5'-6"12'-6"EQ.EQ.1BADGCSCALE: NTSACCESS DRIVE SWING GATE POST & DUCK BILLSCALE: NTSSTANDARD FENCE ELEVATIONGENERAL NOTESA.INSTALL FENCE PER ASTM F-567B.INSTALL SWING GATE PER ASTM F-900C.LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BECOMPLIED IF REQUIRED.D.POST & GATE PIPE SIZES ARE INDUSTRY STANDARDS.D.A.ALL PIPES TO BE 1-1/ 2" GALVANIZED (HOT DIP, ASTM A120 GRADE"A" STEEL).D.B.ALL GATE FRAMES SHALL BE WELDED.D.C.ALL WELDING SHALL BE COATED WITH (3) COATS OF COLDGALVANIZED STEEL (OR EQUAL).E. ALL OPEN POSTS SHALL HAVE END-CAPSF. USE GALVANIZED HOG-RING WIRE TO MOUNT ALL SIGNS.G. ALL SIGNS MUST BE MOUNTED ON INSIDE OF FENCE FABRIC.H.CONTRACTOR SHALL PROVIDE AND INSTALL STYMIE-LOCK LOCKINGMECHANISM ON 12'-0" GATE. COORDINATE W/ PM FOR FINALCOMBINATION CODEKEYED NOTES1.CORNER, END OR PULL POST3" NOMINAL SCHEDULE 40PIPE.2.LINE POST: 2-1 /2" SCHEDULED40 PIPE, PER ASTM-F1083. LINEPOSTS SHALL BE EQUALLYSPACED AT MAXIMUM 8'-0"O.C.3.TOP RAIL & BRACE RAIL: 1-1 /2"PIPE PER ASTM-F1083.4.FABRIC: 9 GA CORE WIRE SIZE2" MESH, CONFORMING TOASTM-A392. ALL PIES TO BEGALVANIZED.5.TIE WIRE: MINIMUM 11 GA.GALVANIZED STEEL AT POSTSAND RAILS A SINGLE WRAP OFFABRIC TIE AND AT TENSIONWIRE BY HOG RINGS SPACEDMAXIMUM 24" INTERVALS.6.TENSION WIRE: 9 GA.GALVANIZED STEEL7.BARBED WIRE: DOUBLESTRAND 12-1 /2" O.D. TWISTEDWIRE TO MATCH WITH FABRIC14 GA., 4 PT. BARBS SPACEDON APPROXIMATELY 5"CENTERS.8.STRETCHER BAR9.3 /8" DIAGONAL ROD WITHGALVANIZED STEELTURNBUCKLE OR DIAGONALTHREADED ROD.10.FENCE CORNER POST BRACE:1-5 /8" DIAMETER EACHCORNER EACH WAY.11.1-1 /2" MAXIMUM CLEARANCEFROM GRADE.12.GATE POST 4" SCHEDULE 40PIPE (FOR GATE WIDTHS UPTHRU 7' OR 14' FOR DOUBLESWING GATES) PERASTM-F1083.13.GATE FRAME: 1-1 /2' PIPE, PERASTM-F1083.14.GATE FRAME: 1-5 /8" DIAMETERPIPE, PER ASTM-F1083.15.GATE DIAGONALGALVANIZED STEEL 1-1 /2"PIPE.16.DUCK BILL OPEN GATEHOLDER. VERIFY LOCATION INFIELD PRIOR TO INSTALLATION.17.LINE POST: CONCRETEFOUNDATION (4000 PSI)18.CORNER POST: CONCRETEFOUNDATION (4000 PSI)19.GATE POST: CONCRETEFOUNDATION (4000 PSI)1'-6"3'-6"23419169786101214131618J24"10"FINISH GRADEFINISH GRADE19METAL GATE DETENTINSTALL W/ SLOTPARALLEL TO FENCESCALE: NTSGATE DETENT DETAILSCALE: NTSSTYMIELOCK DETAILPROPOSEDPLUNGER RODPROPOSEDGATE DETENT517CONSTRUCTIONDETAILS- FENCE
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-7SCALE: NTSH-FRAME DETAIL6'-0"4'-0"4" (TYP.)18" (TYP.)NOTES1.VERIFY ALL MOUNTING LOCATION PER EQUIPMENT MANUFACTURER FOR LOCATION & QUANITYOF UNISTRUT ON H-FRAME. (MIN. 5 UNISTRUT SHALL BE INSTALLED)2.ALL EQUIPMENT SHALL BE MOUNTED A MIN. OF 6" ABOVE FINISH GRADE.3.ALL CONDUIT STUB-UP TO BE ATTACHED NO GREATER HAD 6" MAX. ABOVE FINISHED GRADE.ATTACH ALL CONDUIT ABOVE FIRST 6" AT 12" ON CENTER.4.BOND ALL METALLIC SURFACES TO GROUND RING WITH #2 SOLID AWG TIN-PLATED COPPERGROUND CONDUCTOR.5.ALL GROUND LEADS SHALL BE INSTALLED IN 1" SCH. 40 PVC CONDUIT. PROVIDE WATERTIGHTCAULK SEAL & ADEQUATE COIL FOR CONNECT TO PROPOSED EQUIPMENT.WATERTIGHT ENDCAP (TYP.)STANDARD PVC UNISTRUTEND-CAP (TYP.)P1000 UNISTRUT SPACED ASREQUIRED, SECURE TO STD,UNISTRUT STRUCTURAL PIPECONNECTOR FOR V- BOLTSSIZED PER NEED3" Ø SCH40 GALVANIZED STEELPIPE MAX @ 72" O.C.FINISH GRADE4000 PSI CONCRETE POSTFOOTING, MIN. (TYP.)6'-0" MAX. SEE PLAN6" MIN.COMPOUND FENCE MATERIALS1'-0"
6"6"45°1'-0"3'-6"12"6"FINISH GRADE1-1/2" MIN. CLR.3 - STRAND BARBED WIRE ATFENCE & GATECHAIN-LINK FENCE FABRICSCALE: NTSTIE WIRE: MINIMUM 11 GA. GALVANIZED STEELAT POSTS AND RAILS A SINGLE WRAP OFFABRIC TIE AND AT TENSION WIRE BY HOGRINGS SPACED MAXIMUM 24" INTERVALS.LINE POST EVERY 10'-0" MAX.FILL MATERIAL DEPTH VARIES PERLOCATION. SUBGRADE COMPACTEDTO 95% STANDARD PROCTORPROPOSED 20 MIL. LIGHT WEIGHT WOVEN SLITFILM POLYPROPYLENE GEOSYNETHIC FABRIC(500X MIRAFI GEOTEXTILE OR EQUAL)PROPOSED 6" FINISH LAYEROF ROLLED #57 STONE4000 PSI CONCRETE POSTFOOTING, MIN. (TYP.)CONSTRUCTIONDETAILS-COMPOUND
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-8RADIO FREQUENCY ENVIORMENT AREARADIO FREQUENCY ENVIORMENT AREAFCC TOWER REGISTRATION NO.1234567SITE ID# 000000VERIFIED 911 STREET ADDRESSCITY, STATE AND ZIP CODEFOR 24 HOUR EMERGENCY SERVICE CALL1-877-788-7011FOR LEASE INFORMATION CALL1-800-788-7011ASR1234567CAUTIONNOTICEWARNINGTHIS SITE ISPOSTED &PROTECTEDBYRAZOR WIREVIOLATORSWILL BEPROSECUTEDNOTRESPASSINGPRIVATEPROPERTYAUTHORIZED PERSONNEL ONLYRED BACKGROUNDW/WHITE LETTERINGWARNINGHARD HATS REQUIREDWATCH FOR FALLING MATERIALWATCH FOR TRIPPING HAZARDSWATCH FOR UNEVEN SURFACESIN THE EVENT OF A T-STORM, VACATE THE COMPOUND.WHITE BACKGROUNDW/BLACK LETTERINGLT. GRAY W/BLACKLETTERINGRED BACKGROUNDW/WHITE LETTERINGWHITE BACKGROUNDW/BLACK LETTERINGRED BACKGROUNDW/WHITE LETTERINGWHITE BACKGROUNDW/RED LETTERINGRED BACKGROUNDW/WHITE LETTERINGWHITE BACKGROUNDW/BLACK LETTERINGGREEN BACKGROUNDW/WHITE LETTERINGYELLOW BACKGROUNDW/BLACK LETTERINGWHITE BACKGROUNDW/BLACK LETTERING ANDYELLOW SYMBOLWHITE BACKGROUNDW/BLACK LETTERINGGENERAL NOTES1.THE SITE SHALL ONLY CONTAIN SIGNAGE AS MANDATED BY THE FCC2.ALL SIGNS TO BE INSTALLED ACCORDING TO DWG SITE SIGNAGEADJACENT TO GATES (LEFT OR RIGHT SIDE OF GATE IS ACCEPTABLE, BUTMUST BE MOUNTED ON GATE SIDE OF COMPOUND, SO AS TO BEREADABLE WITH GATES OPEN OR CLOSED).3.SIGNS SHALL BE FABRICATED FROM CORROSION RESISTANT PRESSEDMETAL, AND PAINTED WITH LONG LASTING UV RESISTANT COATING.4.SIGNS (EXCEPT WHERE NOTED OTHERWISE) SHALL BE MOUNTED TO THETOWER, GATE AND FENCE USING A MIN. OF 9 GAUGE ALUMINUM WIRE,HOG RINGS (AS UTILIZED IN FENCE INSTALLATIONS) OR BRACKETS WHERENECESSARY. BRACKETS SHALL BE OF SIMILAR METAL AS THE STRUCTURE TOAVOID GALVANIC CORROSION.5.ADDITIONAL E911 ADDRESS SIGNS ARE REQUIRED AT EACH ACCESSROAD GATE LEADING TO THE COMPOUND AS WELL AS ON THECOMPOUND GATE ITSELF.6.ADDITIONAL FCC RESTRATION # SIGNS ARE REQUIRED AT EACHACCESS ROAD GATE LEADING TO THE COMPOUND AS WELL AS ON THECOMPOUND GATE ITSELF. SIGN SHALL MEASURE 20" LONG x 4" TALL). THELETTERS SHALL BE 1" AND THE NUMBERS SHALL BE 2".7.RECOMMENDED SOURCES FOR OBTAINING SIGNAGE.·ST CLAIR SIGNS3184 WADE HAMPTON BLVD. TYLORS, SC 29687864-244-0040·EXCEL SIGN & DECAL1509 NORTH MILPITAS BLVD.MILPITAS, CA 95035408-942-8881·RF EXPOSURE SIGNSRICHARD TELL ASSOCIATES3433 RINGTAR ROAD, SUITE 3NORTH LAS VEGAS , NV 89030702-645-333818"WIDE x 24" HIGH(A)NO-TRESSPASSING SIGN18"WIDE x 24" HIGH(B)RAZOR-WIRE SIGN24"WIDE x 18" HIGH(C)FCC REGISTRATION SIGN12" WIDE x 18" HIGH(H)CAUTION-RFE SIGN10" WIDE x 4" HIGH(I)ASR SIGNTO BE MOUNTED NEAR TOWER LEG W/ CLIMBING CABLE.DO NOT RESTRICT CLIMBING ACCESS.NOTESASR SIGN TO BE MOUNTEDAT TOWER BASE DURING CONSTRUCTION.NOTES24" WIDE x 18" HIGH(D)MARKETING/ ID SIGN24" WIDE x 18" HIGH(E)CAUTION - HARD HAT CONSTUCTIONAREA AND TRIPPING HAZARDS24" WIDE x 18" HIGH(F)NOTICE-RFE SIGNSITE NAME: THE CAPE BLVDSITE #: CTG- NC 0010081 FOR LEASE INFORMATIONCALL: ###-###-####24 HOUR EMERGENCY SERVICECALL: ###-###-####CONTRACTOR SHALLVERIFY ADDRESS PRIORTO ORDERINGSIGNAGECONTRACTOR TOCOORDINATENUMBERS (TYP.)RED LETTERS (ALLOTHERS SHALLBE BLACK)902 THE CAPE BLVD.WILMINGTON, NC 2841236" WIDE x 24" HIGH(J)OWNER SIGNAGESIGN DETAILS
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-9FOUNDATION, EXCAVATION & GRADING NOTES1.ALL CUT AND FILL SLOPES SHALL BE 2 : 1 MAXIMUM.2.ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BESUBSTANTIALLY3.HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREEFROM LOOSE MATERIAL AND EXCESS GROUND WATER. DEWATERINGFOR EXCESS GROUND WATER SHALL BE PROVIDED IF REQUIRED.4.CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANICMATERIAL. IF SOUND SOIL IS NOT REACHED AT THE DESIGNATEDEXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATEDTO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLYCOMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BEFILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THEFOUNDATION.5.ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITHEITHER MECHANICALLY COMPACTED GRANULAR MATERIAL ORCONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THEEXCAVATION. STONE, IF USED, SHALL NOT BE USED AS COMPILINGCONCRETE THICKNESS.6.AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTIONBELOW GRADE, AND 5. BEFORE BACK FILLING, ALL EXCAVATIONSSHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH, DEBRIS, AND SO FORTH.7.ALL BACKFILLING SHALL (1) USE APPROVED MATERIALS CONSISTING OFEARTH, LOAM, 6. SANDY CLAYS, SAND AND GRAVEL, OR SOFT SHALE,(2) BE FREE FROM CLODS OR STONES OVER 2 1/2" MAXIMUMDIMENSIONS, AND (3) BE PLACED IN LAYERS AND COMPACTED.8.SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED INLAYERS, MAXIMUM 6" 7. DEEP BEFORE COMPACTION. EACH LAYERSHALL BE SPRINKLED IF REQUIRED AND COMPACTED BY HAND ORMACHINE TAMPERS TO 95% OF MAXIMUM DENSITY, AT THE OPTIMUMMOISTURE CONTENT OF ±2% AS DETERMINED BY ASTM DESIGNATIOND-698, UNLESS OTHERWISE APPROVED. SUCH BACK FILL SHALL NOT BEPLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE.9.THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFFAND PREVENT 8. WATER FROM STANDING. THE FINAL GRADE SHALLSLOPE AWAY IN ALL DIRECTIONS FROM THE FOUNDATION AREA (UP TO 1FOOT OUTSIDE THE FENCE OR GROUND SYSTEM PERIMETER) AND SHALLBE COVERED WITH A GEOTEXTILE FABRIC MIRAFI 500X OR APPROVEDEQUAL TO PREVENT REOCCURRENCE OF VEGETATIVE GROWTH, ANTHEN SHALL BE COVERED WITH 4" DEEP COMPACTED STONE ORGRAVEL.10.THE CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATIONCONTROL MEASURES 9. AS REQUIRED BY LOCAL, CITY, COUNTY, ANDSTATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROMSOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT INSTREAMS AND DRAINAGE PATHS FROM LEAVING THE CONSTRUCTIONAREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALESEDIMENT BARRIERS, AND CHECK DAMS.11.FILL PREPARATION: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WETAND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, ANDDELETERIOUS MATERIAL FROM GROUND SURFACE PRIOR TO PLACINGFILLS. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITHEXISTING SURFACE. WHEN SUBGRADE OR EXISTING GROUND SURFACETO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL,BREAK UP GROUND SURFACE TO REQUIRED DEPTH, PULVERIZE,MOISTURE CONDITION OR AERATE SOIL, AND RECOMPACT TOREQUIRED DENSITY.12.REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICHGRAVEL SURFACING IS REMOVED DURING CONSTRUCTIONOPERATIONS. GRAVEL SURFACING SHALL BE REPLACED TO MATCHEXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAMETHICKNESS. SURFACES AND GRAVEL SURFACING SHALL BE FREE FROMCORRUGATIONS AND WAVES. EXISTING GRAVEL SURFACING MAY BEEXCAVATED SEPARATELY AND REUSED IF INJURIOUS AMOUNTS OFEARTH, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS AREREMOVED PRIOR TO REUSE. FURNISH ALL ADDITIONAL GRAVELRESURFACING MATERIAL AS REQUIRED. BEFORE GRAVEL SURFACING ISREPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO REQUIREDSUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALLBE THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALLBE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL.GRAVEL SURFACING MATERIAL SHALL NO BE USED FOR FILLINGDEPRESSIONS IN THE SUBGRADE.13.PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREASWHERE EQUIPMENT LOADS WILL OPERATE. USE PLANKING OR OTHERSUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT LOADS. REPAIRANY DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERESUCH DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. ENSUREPOSITIVE DRAINAGE DURING AND AFTER COMPLETION OFCONSTRUCTION.14.RIPRAP SHALL BE CLEAN, HARD, SOUND, DURABLE, UNIFORM INQUALITY, AND FREE OF ANY 14. DETRIMENTAL QUANTITY OF SOFT,FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATEDMATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUSSUBSTANCE.15.REMOVE ALL ORGANICS, ROCKS GREATER THAN 3", UNUSED FILL ANDOTHER DEBRIS TO AN 15. AREA OFF SITE IN A LEGAL MANNERFOUNDATION, EXCAVATION & GRADING NOTES18" MIN
6"2"4'-0" MAX.18" MIN
FLOW30" MIN
28"
30" MIN
28"WOVEN WIREFENCE BACKINGGEOTEXTILE UNDERLINERCOARSE AGGREGATEN.S.A. R-2(1.5"-3.5")20' M
IN
IMUM 50' MINIMUM30
'
M
IN
IMUM
E
X
I
S
T
ING
PAV
EM
EN
T
6" MINIMUM (WITH PERMANENT VEGETATION)DISTURBED AREA STABILIZATION(WITH TEMPORARY SEEDING)DISTURBED AREA STABILIZATIONDs3Ds2SCALE: NTSCO-CONSTRUCTION EXIT DETAIL1.PERIODICALLY DRESS WITH 1.5"-3.5" STONE.2.MAINTAIN IN A CONDITION THAT WILL PREVENT TRACKING ORFLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY.3.IMMEDIATELY REMOVE MUD AND DEBRIS TRACKED OR SPILLEDONTO ROADWAYS.MAINTENANCESCALE: NTSSFC-SILT FENCE, TYPE-CFILTER FABRIC MATERIALSTEEL POSTBURY BOTTOM OF FILTER MATERIAL IN 6" TRENCHFILTER FABRICSTEEL POST1.USE 36" DOT APPROVED FABRIC2.USE STEEL POSTSNOTESGRADING NOTES &DETAILS
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-10EROSION & SEDIMENT CONTROL NOTES1.COMPOUND SHALL BE RELATIVELY FLAT. CONTRACTOR TO PROVIDEPOSITIVE DRAINAGE.2.DISTURBED AREAS LEFT IDLE SHALL BE STABILIZED WITH TEMPORARYVEGETATION AFTER 14 DAYS; AFTER 30 DAYS PERMANENT VEGETATIONSHALL BE ESTABLISHED.3.PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITIES, THE LIMITS OFTHE DISTURBANCE SHALL BE CLEARLY DEMARCATED WITH STAKES,RIBBONS, OR OTHER APPROPRIATE MEANS.4.THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OFEROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENTDEPOSITS AND EROSION. CONTRACTOR SHALL CALL APPROPRIATECOUNTY FOR AN INSPECTION OF SOIL EROSION CONTROL MEASURESPRIOR TO BEGIN GRADING ACTIVITY. ALL SEDIMENT CONTROL WILL BEMAINTAINED UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTIONAREA HAS BEEN COMPLETELY STABILIZED.5.THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAYHAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGEPATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINALPROPOSED DRAINAGE SYSTEMS. ANY DIFFICULTY IN CONTROLLINGEROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTEDTO THE ENGINEER IMMEDIATELY.6.EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES IF FULLIMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FORELECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENTCONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREATTHE SEDIMENT SOURCE.7.THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT ISWITHIN 12" OF THE TOP OF THE SILT FENCE.8.FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROLMEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THEJOB SITE UNTIL SUCH MEASURES ARE CORRECTED.9.ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 7DAYS SHALL BE STABILIZED WITH SEEDING.10.CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTERCOMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENTGROUND COVER.11.THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THEINSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIORTO, OR CONCURRENT WITH, LAND-SIDTURBING ACTIVITIES.12.ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED ANDVEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION.13.ALL FILL SLOPES WILL HAVE SILT FENCES AT THE TOE OF THE SLOPE.14.ALL SEDIMENT AND EROSION CONTROL MEASURES WILL BE CHECKEDDAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE ENDOF EACH DAY. ADDITIONAL EROSION AND SEDIMENT CONTROLMEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITEINSPECTION BY THE ISSUING AUTHORITY.15.A 25' MIN. UNDISTURBED VEGETATION BUFFER ADJ. TO ALL RUNNINGSTREAMS AND CREEKS WILL BE LEFT AND MAINTAINED.16.MAINTENANCE STATEMENT: EROSION CONTROL MEASURES WILL BEINSPECTED AT LEAST WEEKLY, AFTER EACH RAIN AND REPAIRED BY THEGENERAL CONTRACTOR.17.ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IFDEEMED NECESSARY BY ON-SITE INSPECTIONS.18.CONSTRUCTION EXIT - TO REDUCE OR ELIMINATE THE TRANSPORT OFMUD FROM THE CONSTRUCTION AREA ONTO PUBLIC RIGHT-OF-WAYS,STREETS, ALLEYS, SIDEWALKS, OR PARKING AREAS. IMMEDIATELYREMOVE MUD AND DEBRIS TRACKED OR SPILLED ONTO ROADWAYS.19.TYPE C SEDIMENT BARRIER - TO PREVENT ANY SEDIMENT CARRIED BYSHEET FLOW FROM LEAVING THE SITE AND ENTERING NATURALDRAINAGE WAYS OR STORM DRAINAGE SYSTEMS.20.DISTURBED AREA STABILIZATION (TEMPORARY) - TO ESTABLISH ATEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS ONDISTURBED AREAS.21.DISTURBED AREA STABILIZATION (PERMANENT) - TO ESTABLISH APERMANENT VEGETATIVE COVER SUCH AS TREES, SHRUBS, VINES,GRASSES, SOD, OR LEGUMES ON DISTURBED AREAS.22.DISTURBED AREA DUST CONTROL- TO CONTROL THE SURFACE AND AIRMOVEMENT OF DUST ON CONSTRUCTION SITES, ROADWAYS, ANDSIMILAR SITES.A.USE OF SWALES AND/OR DRAINAGE DITCHES FOR PROPER WATERRUNOFF AS NEEDED.B.AGGREGATE IS BASED ON STANDARD AASHTO.C.SLOPE NOT TO EXCEED 1/4" PER FOOT TO MAX. GRADE OF 6" FROMCENTER OF COMPOUND TO EACH FENCE LINE.D.SUB-GRADE SHALL BE COMPACTED BY SHEEPS FOOT VIBRATOR ORRUBBER TIRED ROLLERS WEIGHING AT LEAST EIGHT TONS.E.FINISHED GRADE SHALL BE COMPACTED BY SMOOTH DRUM VIBRATORROLLERS WEIGHING AT LEST EIGHT TONS. FINISHED GRADE SHALL BEUNIFORM AND LEVEL.F.GRADING IS REQUIRED FOR THE PROPOSED CONSTRUCTION.COMPOUND SHALL BE RELATIVELY FLAT. CONTRACTOR TO PROVIDEPOSITIVE DRAINAGE.G.DISTURBED AREAS LEFT IDLE SHALL BE STABILIZED WITH TEMPORARYVEGETATION AFTER 14 DAYS; AFTER 30 DAYS PERMANENT VEGETATIONSHALL BE ESTABLISHED.H.MAINTENANCE STATEMENT: EROSION CONTROL MEASURES WILL BEINSPECTED AT LEAST WEEKLY, AFTER EACH RAIN AND REPAIRED BY THEGENERAL CONTRACTOR.I.ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IFDEEMED NECESSARY BY ON-SITE INSPECTIONS.J.CONSTRUCTION EXIT - TO REDUCE OR ELIMINATE THE TRANSPORT OFMUD FROM THE CONSTRUCTION AREA ONTO PUBLICRIGHT-OF-WAYS, STREETS, ALLEYS, SIDEWALKS, OR PARKING AREAS.IMMEDIATELY REMOVE MUD AND DEBRIS TRACKED OR SPILLED ONTOROADWAYS.K.TYPE C SEDIMENT BARRIER - TO PREVENT ANY SEDIMENT CARRIED BYSHEET FLOW FROM LEAVING THE SITE AND ENTERING NATURALDRAINAGE WAYS OR STORM DRAINAGE SYSTEMS.L.DISTURBED AREA STABILIZATION (TEMPORARY) - TO ESTABLISH ATEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS ONDISTURBED AREAS.M.DISTURBED AREA STABILIZATION (PERMANENT) - TO ESTABLISH APERMANENT VEGETATIVE COVER SUCH AS TREES, SHRUBS, VINES,GRASSES, SOD, OR LEGUMES ON DISTURBED AREAS. CONTRACTOR TOINSTALL SOD TO MATCH THE SPECIES USED BY THE UNIVERSITY OFHOUSTON.N.DISTURBED AREA DUST CONTROL - TO CONTROL THE SURFACE ANDAIR MOVEMENT OF DUST ON CONSTRUCTION SITES, ROADWAYS, ANDSIMILAR SITES.EROSION & SEDIMENT CONTROL NOTESEROSION & SEDIMENT CONTROL COMPOUNDNOTESGRADING NOTES &DETAILS
XXPROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-11GRAPHIC SCALENORTH ARROWWNEMPA&S00'SCALE: 1" = 40'40'40'-RUNOFF OF FIRST 1.5" OF RAINFALL OVER LEASE AREA AND EASEMENT AREAS IS...(10,000 SF COMPOUND + 2,725.087 SF DRIVE) = 12,725 SF OF IMPERVIOUS COVERRETAIN FIRST 1.5" OF RAINFALL ACROSS NEW DEVELOPMENT AREA.VMAX. RET. = (DEPTH OF RAINFALL IN FT) (TOTAL SF OF IMPERVIOUS)VMAX. RET. = (.125FT) ( 12,725)VMAX. RET. = 1,590.625 CFSTORM WATER CALCSIMPERVIOUS SURFACE RATIOSEXISTING TRACT SIZE:5.95 ACRES (259,182 SQ.FT.)EXISTING PERVIOUS/ IMPERVIOUS AREATOTAL EXISTING PERVIOUS AREA:259,182SQFT. (5.95 ACRES)TOTAL EXISTING IMPERVIOUS AREA:0000SQFT. (.000 ACRES)PROPOSED IMPERVIOUS AREA12,725SQFT.(0.29 ACRES)PROPOSED IMPERVIOUS AREA INCREASE: COMPOUND10,000SQFT. (0.23 ACRES)GRAVEL DRIVE2,725SQFT.(0.06 ACRES)TOTAL PROPOSED PERVIOUS AREA:246,457 SQFT. (5.66 ACRES)TOTAL PROPOSED IMPERVIOUS AREA:12,725 SQFT. (0.29 ACRES)IMPERVIOUS SURFACE AREA (ISR) & PERVIOUS SURFACE AREA (PSR)PROPOSED ISR: 12,725/ 259,182= 4.909%PROPOSED PSR:246,457/ 259,182=95.090%GRADING &EROSIONCONTROLPLANSFC2%SILT FENCE/LIMITS OFCONSTRUCTION8.25'7.6'8.25'8.25'8.75'8.25'2%2%2%2%ADD CLEAN DIRT FILL TO ENTIRE SITE AREA TO RAISESITE 12". INSTALL FILL DIRT & PACK IN 6" LIFTS TOCOMPACTED AT A MIN. OF 98% STANDARDPROCTOR. ALL IMPORTED FILL SHOULD BE CLEANSOIL (FREE OF ROOTS & DEBRIS AND SHOULDCONTAIN LES THAN 10% BY DRY WEIGHT PASSING#200. DO NOT REUSE ANY EXISTING EXCAVATEDSOILS FOR STRUCTURAL FILL.1%
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:C-12LANDSCPAINGPLANNORTH ARROWWNEMPA&SGENERAL NOTES00'SCALE: 1" = 10'1.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTSAND DISEASE.2.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLEFOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOIDDAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. THECONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TOUTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURSAS A RESULT OF THE LANDSCAPE CONSTRUCTION.3.THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT (1)YEAR BEGINNING AT THE DATE OF TOTAL ACCEPTANCE. THECONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFOREOR AT THE END OF THE GUARANTEE PERIOD.4.ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES(PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLYREMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THESAME SPECIES, QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS.5.STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERYSTOCK", LATEST EDITION, REPRESENT GUIDELINE SPECIFICATIONS ONLYAND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANTMATERIAL.6.ALL BUFFERS AND TREE SAVE AREAS ARE TO BE CLEARLY IDENTIFIEDWITH FLAGGING AND /OR FENCING PRIOR TO COMMENCEMENT OFANY LAND DISTURBANCE6.0'2" MAX.STAY OUTTREE SAVE AREA1.NO SPECIMEN TREES EXISTING ON THE SITE.2.NO PLANTING MATERIAL WILL BE STORED ON SITE.3.THERE WILL NO BURNING OR BURIAL OF DEBRIS ON SITE.ARBORIST NOTESSCALE: NTSTREE PROTECTION DETAILGRAPHIC SCALESCALE: 1:40LANDSCAPING PLANBRIGHT ORANGEPOLYTHYLENELAMINAR FENCEFABRIC4'-0"2'-0"FENCE LOCATION (LIMITS OFCRITICAL ROOT ZONE OR ASSHOWN ON PLANS."TREE SAVE AREA"SIGNAGE EVERY 20'-0"METAL STAKE (TYP.)PROPOSED 6" OF #57STONE ONGEOSYNTHETIC FABRICPROPOSEDMONOPOLE10'10'PROPOSED 25'LANDSCAPE BUFFER/ TREEPRESERVATION AREA
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:E-1ELECTRICALNOTESELECTRICAL INSTALLATION NOTES1.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITHTHE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE LOCALCODES.2.CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALLINSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED.3.WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALLCOMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA.4.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLESEPARATION AS REQUIRED BY THE NEC AND TELCORDIA.5.CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAYRUNGS.6.EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS),GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELEDWITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND,1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA.7.ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITHENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BELABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRECONFIGURATION, POWER OR AMPACITY RATING, AND BRANCHCIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S).8.PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVEDLAMACOID PLASTIC LABELS.9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TOREMOVE SHARP EDGES.10.POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING ORCONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG OR LARGER), 600V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLERATED FOR 90 °C (WET AND DRY) OPERATION; LISTED OR LABELED FORTHE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISESPECIFIED.11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORSSHALL BE SINGLE CONDUCTOR (#6 AWG OR LARGER), 600 V, OILRESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDEDCOPPER CABLE RATED FOR 90 °C (WET AND DRY) OPERATION; LISTEDOR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESSOTHERWISE SPECIFIED.12.POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALLBE MULTI-CONDUCTOR, TYPE TC CABLE (#14 AWG OR LARGER), 600 V,OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLERATED FOR 90 °C (WET AND DRY) OPERATION; WITH OUTER JACKET;LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISESPECIFIED.13.ALL POWER AND POWER GROUNDING CONNECTIONS SHALL BECRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMASAND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOROPERATION AT NO LESS THAN 75°C (90°C IF AVAILABLE).14.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FORELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, ANDNEC.15.ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT(I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FORLOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOREXPOSED INDOOR LOCATIONS.16.ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLICTUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC,SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS.17.GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BEUSED FOR OUTDOOR LOCATIONS ABOVE GRADE.18.RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGIDPVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, INAREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED INREINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC.19.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BEUSED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS ORFLEXIBILITY IS NEEDED.20.CONDUIT AND TUBING FITTINGS SHALL BE THREADED ORCOMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED.SETSCREW FITTINGS ARE NOT ACCEPTABLE.21.CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FORELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, ANDNEC.22.WIREWAYS SHALL BE EPOXY-COATED (GRAY) AND INCLUDE A HINGEDCOVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUITTYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, ORNEMA 3R (OR BETTER) OUTDOORS.23.EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULLBOXES SHALL BE GALVANIZED OR EPOXY-COATED SHEET STEEL, SHALLMEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS,OR NEMA 3R (OR BETTER) OUTDOORS24.METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BEGALVANIZED, EPOXY-COATED, OR NON-CORRODING; SHALL MEET OREXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER)INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.25.NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEETOR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS,OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.26.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARYAUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCINGWORK ON THE AC POWER DISTRIBUTION PANELS.27.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THEBREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITHTHE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINSTLIFE AND PROPERTY.ELECTRICAL INSTALLATION NOTES CONT.GROUNDING GENERAL NOTESA.ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION,RADIO, LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BEBONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPERBONDING CONDUCTORS IN ACCORDANCE WITH THE NEC AND AT&TND-00071.B.THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCINGGROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TOPREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM ORDAMAGE TO THE CONDUIT.C.METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENTGROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITHGREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BEFURNISHED AND INSTALLED WITH THE POWER CIRCUITS.D.CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP ORSTACKED. BACK-TO-BACK CONNECTIONS ON OPPOSITE SIDES OF THEGROUND BUS ARE PERMITTED.E.ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALLNOT BE USED FOR GROUNDING CONNECTIONS.F.USE OF 90 BENDS IN THE PROTECTION GROUNDING CONDUCTORSSHALL BE AVOIDED WHEN 45 BENDS CAN BE ADEQUATELY SUPPORTED.IN ALL CASES, BENDS SHALL BE MADE WITH A MINIMUM BEND RADIUS OF8 INCHES.G.ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUNDBARS AND THE GROUND RING, SHALL BE #2 AWG SOLID TIN-PLATEDCOPPER UNLESS OTHERWISE INDICATED.H.EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDINGCONNECTIONS BELOW GRADE. CONNECTIONS TO ABOVE GRADEEXTERIOR UNITS SHALL BE MADE WITH EXOTHERMIC WELDS WHEREPRACTICAL OR WITH 2 HOLE MECHANICAL TYPE BRASS CONNECTORSWITH STAINLESS STEEL HARDWARE, INCLUDING SET SCREWS.I.EXOTHERMIC WELDS SHALL BE PERMITTED ON TOWERS ONLY WITH THEEXPRESS APPROVAL OF THE TOWER MANUFACTURER OR THECONTRACTORS STRUCTURAL ENGINEER.J.ALL WIRE TO WIRE GROUND CONNECTIONS TO THE INTERIOR GROUNDRING SHALL BE FORMED USING HIGH PRESS CRIMPS OR SPLIT BOLTCONNECTORS WHERE INDICATED IN THE DETAILS.K.APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUNDCONNECTIONS.L.ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH ACORROSION RESISTANT MATERIAL.M.MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, INACCORDANCE WITH THE NEC.N.BOND ALL METALLIC OBJECTS WITHIN 6 FT OF THE BURIED GROUND RINGWITH # 2 SOLID AWG TIN-PLATED COPPER GROUND CONDUCTOR.O.GROUND CONDUCTORS USED IN THE FACILITY GROUND ANDLIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGHMETALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVESTHROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED INCONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS,NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BEUSED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., STEELCONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTORSHALL BE BONDED TO EACH END OF THE METAL CONDUIT WITH LISTEDBONDING FITTINGS.
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:E-2ELECTRICALONE-LINEFROM LOCAL UTILITY200A200A200A"CARRIER""CARRIER""CARRIER"GENERAL NOTES1.ELECTRICAL CONTRACTOR SHALL CONTACT POWER CO. & FIBER CO.AND VERIFY EXACT ROUTING, SIZING AND CONDITIONS BEFORETRENCHING.2.INSTALL ALL CONDUITS & EQUIPMENT AS SPECIFIED BY POWER CO. &FIBER CO.3.VERIFY ALL EXISTING UNDERGROUND UTILITIES BEFORE TRENCHING.4.PROVIDE NYLON PULL STRINGS ON ALL EMPTY CONDUITS.CONDUIT & RISER DIAGRAM NOTEALL RISER POLE CONDUIT SHALL BE SUPPLIED BY THE OWNER/DEVELOPERAND MUST BE ON THE JOB SITE. THE OWNER/DEVELOPER SHALL INSTALLTHE BOTTOM JOINT OF GALVANIZED RIGID STEEL CONDUIT ANDPOWER COMPANY WILL INSTALL THE TOP TWO (2) JOINTS. THE BOTTOMJOINT OF CONDUIT AND 90 DEGREE ELBOW SHALL BE INSTALLED BYTHE CONTRACTOR AFTER POWER CO. INSTALLS THE RISER POLE. THECONTRACTOR MUST ALSO SUPPLY SIX (6) TWO HOLE RIGID STEELSTRAPS (2 STRAPS PER 10 FT JOINT) GROUND CLAMP WILL BE PROVIDEDAND INSTALLED BY POWER CO.MULTI-GANG METER NOTES: EATON MODEL # 1MP6206RRLBCA.THE SERVICE BOX SHALL BE LOCKABLE WITH PROVISIONS TO ACCEPTTHE UTILITY LOCKS.B.COVERS SHALL BE FASTENED WITH MACHINE SCREWS OR BOLTS.HINGED COVERS SHALL NOT BE PERMITTED.C.COVERS SHALL HAVE TWO HANDLES FOR REMOVAL.D.THE SERVICE CABLE TAP BOX SHALL BE IN COMPLIANCE WITH UTILITYSERVICE STANDARDS.SCALE: NTSONE-LINE DIAGRAMINSTALL NAME PLATE WITH 3/8" MINIMUMHEIGHT LETTERS ON METER SOCKETCONDUCTORS SIZED PER UTILITY COMPANYREQUIREMENTS AND LENGTH OF FINAL RUNTO SOURCE OF SERVICE. THE CONTRACTORSHALL SUPPLY AND INSTALL THEWEATHER-HEAD IF REQUIRED.STEP DOWN TRANSFORMER BY LOCAL UTILITY 120/208V, SINGLEPHASE, 3 WIRE, 60 HZ. VERIFY LOCATION WITH SERVICEPROVIDER. MOUNTED ON POLE OVERHEAD.2 SETS OF (3)#350KCMIL IN 2" CONDUITPARALLEL RUNSPROVIDE SERVICE ENTRANCE GROUND RODWITH INSPECTION WELL IN ACCORDANCE WITHNEC 250 AND LOCAL UTILITY REQUIREMENTS600AMP 3-GANG METER PANEL INSTALLEDBY CONTRACTOR. COORDINATE WITHUTILITY COMPANY FOR MANUFACTURERAND MODEL. SEE MULTI-GANG METERNOTES FOR SPECIFICATION (OREQ./SIMILAR)TO CARRIER LEASE AREA
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:E-3GROUNDINGPLANNORTH ARROWWNEMPA&SKEYED NOTES00'SCALE: 1" = 20'1.#2 AWG BARE TINNED SOLID COPPER EQUIPMENT GROUND RINGBURIED 30" BELOW GRADE OR 6" BELOW FROST LINE(WHICHEVER ISGREATER, TYP.) ALL GROUND LEADS CONNECTED TO RING SHALL BE#2 AWG BARE TINNED SOLID COPPER.2.BOND EACH TOWER BASE PLATE TO TOWER GROUND RING PERTOWER MANUFACTURERS RECOMMENDATIONS(TYP.-3)3.PROPOSED 5/8" X 10'-0 LONG COPPER CLAD STEEL GROUNDRODS (TYP)4.PROPOSED INSPECTION WELL (TYP.)5.BOND H-FRAME TO GROUND RING WITH CADWELD CONNECTION(TYP. 2)6.PROVIDE A #2/ 0 AWG SOLID BARE TINNED COPPER CONDUCTORFROM GROUNDING LUG IN PROPOSED UTILITY METER AND BOND TOSERVICE ENTRANCE GROUND ROD AT A POINT CLOSE AS POSSIBLE.7.GROUND SERVICE TO SERVICE GROUND ROD.8.BOND CHAINLINK FENCE TO CLOSEST GROUND RING WITH CADWELDCONNECTIONS (TYP.).9.BOND FENCE & GATE POSTS TO GROUND RING WITH CADWELDCONNECTIONS (TYP.).10.BOND EVERY OTHER METALLIC POST TO CLOSEST GROUND RING WITHCADWELD CONNECTIONS (TYP.).GRAPHIC SCALEGRAPHIC LEGENDEXOTHERMIC WELD5/8" X 10' COPPER CLAD GROUND ELECTRODEMECHANICAL CONNECTION5/8" X 10' COPPER CLAD GROUND ELECTRODE W/ INSPECTION WELL120'20'2345678910
PROJECT:SITE DEVELOPMENTDESIGNER: INSCHECKED:JTMJOB #:20KCG_NNC-0017NO.DATEDESCRIPTIONLOCATION:A5/12/21FINALTHE CAPE BLVD.902 THE CAPE BLVD,WILMINGTON, NC 28412CTG-NC 0010081 34.072992 , -77.901794NEAREST ADDRESS:E-4ELECTRICALDETAILSSCALE: NTSGROUND ROD INSPECTION WELL36"12"6" BELOW FROSTLINE/ 30" MIN.COPPER CLAD STEEL GROUNDROD 5/8"x 10'-0" LONG4" -6" LOOSE CRUSHED GRAVEL BELOWWELD. WELD SHALL REMAIN VISIBLE.1" WIDE SLOT CUT SMOOTHFOR GROUND RING. EXTENDNOTCH 2" ABOVECONDUCTORCONTINUOUS GROUNDRING #2 AWG BARE TINNEDSOLID COPPER WIRECADWELD ROD GROUNDCONNECTION TO GROUND RINGREMOVABLE COVER#2 AWG BARE TINNED SOLIDCOPPER WIRE TEST LOOP.CADWELD TO GROUND RING(TYP.)SCH. 40 PVC 8" DIAMETERFINISH GRADEGRADESCALE: NTSGROUND ROD DETAIL6" BELOW FROSTLINE/ 30" MIN.COPPER CLAD STEEL GROUNDROD 5/8"x 10'-0" LONGCONTINUOUS GROUNDRING #2 AWG BARETINNED SOLID COPPERWIRECADWELD EXOTHERMICWELD CONNECTIONFINISH GRADEANGLED ROD ACCEPTABLE, ONLYIF, ROD CAN NOT BE DRIVENVERTICAL DUE TO OBSTRUCTIONSOR BEDROCK IS ENCOUNTERED.30°GRADEBURIED, NOT DRIVEN.REPRESENTS THE MAX. TILTANGLE OF GROUND ROD.1.ONE TEST WELL SHALL BE PROVIDED BETWEEN THE TOWER GROUNDLOOP AND THE EQUIPMENT GROUND LOOPNOTESSCALE: NTSFINISH GRADE/SURFACE1.PROVIDE PVC CONDUIT BELOW GRADE EXCEPT AS NOTED.2.PROVIDE RGS CONDUIT BELOW PARKING LOTS & ROADWAYS.3.4" TYP. SEPARATION BETWEEN CONDUIT IN SHARED TRENCH. VERIFYFINAL REQUIREMENTS WITH LOCAL UTILITY COMPANY.NOTES30" (POWER)24" (FIBER)>6" MIN. BELOWFROST LINE4" TYP.COVER6"SAND BEDUNDERGROUND CONDUIT.SEE PLAN FOR QUANTITYCOMPACTED BACKFILL.(FREE OF DEBRIS)6" UTILITY WARNING TAPE.BURIED 12" BELOW GRADE12"UNDISTURBED SOILUNDERGROUND CONDUIT TRENCHGRADESCALE: NTSUNDERGROUND CONDUIT STUB-UP12"FINISH GRADE36" >6" MIN.
BELOW FROST LINE
RIGID NON-METALLIC CONDUITCOUPLING, AS APPICABLE.*CAP IF NOT IN USE TO MAKEWATER TIGHT W/ CONDUITMALE SCREW COVER WITHTEFLON LUBRICANTRIGID NON-METALLICCONDUIT. PROVIDE SCH.80 PVC OR EQUAL.PVC ADAPTORPVC SCH. 40 SIZE ASSHOWN ON LAYOUTTOP OF PAD6" MIN.1.PROVIDE RGS CONDUIT AND ELBOWS AT STUB-UP LOCATIONSNOTESSCALE: NTSFENCE GROUNDINGCONTINUOUS GROUNDRING #2 AWG BCWCADWELD CONNECTION#2 AWG BCWFENCE POST LEADCADWELD CONNECTION