HomeMy WebLinkAboutSite PlanPROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
T-1
SCOPE OF WORK
PROPOSED WORK WILL CONSIST OF PREPARATION AND INSTALLATION OF
CELLULAR COMMUNICATION COMPOUND. CONSISTING OF GRADING SITE
WORK AND POURING OF CONCRETE FOUNDATIONS FOR CELLULAR
EQUIPMENT & TOWER WHERE ALL WORK SHALL BE CONTAINED WITHIN
SUBJECT PROPERTY LINES.
CODES
ALL CONSTRUCTION SPECIFIED ON DOCUMENTS SUBMITTED FOR BUILDING
PERMIT SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING &
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT
EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL
GOVERNING 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-A
SITE DESIGN SUMMARY:
··WIND LOAD DESIGN:90/120 mph
··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 AND
EXISTING &/OR PROPOSED EQUIPMENT WILL NOT INTERFERE WITH
COUNTY EMERGENCY COMMUNICATIONS AND THAT, IF SUCH,
INTERFERENCE IS FOUND TO EXIST, THEN APPLICANT WILL TAKE
WHATEVER 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: 08/28/2018
SITE NAME:THE CAPE BLVD
SITE NUMBER:CTG-NC 0010081
DESCRIPTION:NEW SITE DEVELOPMENT
130' CANISTER TOWER
PROPERTY OWNER:SOUTHEASTERN ENTERPRISES, INC
1202 LAKE PARK BLV N
CAROLINA BEACH, NC 28428
APPLICATION:EVEREST INFRASTRUCTURE PARTNERS
TWO ALLEGHENY CENTER,
NOVA TOWER 2 SUITE 1002
PITTSBURGH, PA 15212
TED UMINSKI, RL
(E)ted.uminski@everestinfrastructure.com
(P)412-482-3427
ENGINEERING:P. MARSHALL & ASSOCIATES
3545 WHITEHALL PARK DRIVE SUITE 450
CHARLOTTE, NORTH CAROLINA 28273
TREVOR MCALLISTER
(E)tmcallister@pmass.com
(P)478-542-3291
NEAREST SITE ADDRESS:613 VALLEY BROOK RD,
WILMINGTON, 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:R08500-002-070-000
ZONING:R-15
ACREAGE (BUA):259,182 SQFT. (5.95 ACRES)
LIMITS OF CONSTRUCTION:4,158 SQFT. (0.095 ACRES)
(E) IMPERVIOUS SURFACE: 0 SQFT.
(P) IMPERVIOUS SURFACE:3,732 SQFT.
UTILITIES:
POWER COMPANY:NA
FIBER COMPANY:NA
CALL BEFORE
YOU DIG
N. CAROLINA
ONE-CALL 811
http://www.nc811.com/
TITLE SHEET
PROJECT DIRECTORY
LOCATION MAP
PROJECT SUMMARY SITE SUMMARY
CALL BEFORE YOU DIG
SHEET INDEX
T-1 TITLE SHEET
T-2 GENERAL NOTES
C-1A SITE PLAN - AERIAL PHOTO
C-1B OVERALL SITE PLAN
C-2 ENLARGED SITE PLAN
C-3 COMPOUND PLAN
C-4 TOWER ELEVATION
C-5 CONSTRUCTION DETAILS - ACCESS
C-6 CONSTRUCTION DETAILS - FENCE
C-7 CONSTRUCTION DETAILS - COMPOUND
C-8 SIGN DETAILS
C-9 GRADING NOTES & DETAILS
C-10 GRADING NOTES & DETAILS
C-11 GRADING &EROSION CONTROL PLAN
C-12 LANDSCAPING PLAN
E-1 ELECTRICAL NOTES
E-2 ELECTRICAL ONE-LINE
E-3 GROUNDING PLAN
E-4 ELECTRICAL DETAILS
SUPPLEMENTAL SHEET
-SURVEY
T-1A APPENDIX B SHEETS
T-1B APPENDIX B SHEETS
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
T-1A
APPENDIX B
SHEETS
2018 APPENDIX B
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
(EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)
(Reproduce the following data on the building plans sheet 1 or 2)
Name of Project: _______________________________________________________________________________
Address: ______________________________________________________________ Zip Code _____________
Owner/Authorized Agent: _____________ Phone # ( _____ ) _____ - _______E-Mail _______________
Owned By:
Code Enforcement Jurisdiction:
CONTACT: ___________________________________________________________________________
DESIGNER FIRM NAME LICENSE #TELEPHONE #E-MAIL
Architectural _______________________________ ____________ (___)________ ______________
Civil _______________________________ ____________ (___)________ ______________
Electrical _______________________________ ____________ (___)________ ______________
Fire Alarm _______________________________ ____________ (___)________ ______________
Plumbing _______________________________ ____________ (___)________ ______________
Mechanical _______________________________ ____________ (___)________ ______________
Sprinkler-Standpipe ________________ ____________ ____________ (___)________ ______________
Structural _______________________________ ____________ (___)________ ______________
Retaining Walls >5' High ________________________ ____________ (___)________ ______________
Other _______________________________ ____________ (___)________ ______________
(“Other” should include firms and individuals such as truss, precast, pre-engineered, interior designers, etc.)
2018 NC BUILDING CODE:
1st Time Interior Completion
Shell/Core - Contact the local inspection jurisdiction for possible additional
procedures and requirements
Phased Construction - Shell/Core- Contact the local inspection jurisdiction for
possible additional procedures and requirements
2018 NC EXISTING BUILDING CODE: EXISTING:
Alteration:
Historic Property Change of Use
CONSTRUCTED: (date) __________CURRENT OCCUPANCY(S) (Ch. 3): __________________
RENOVATED:(date) __________PROPOSED OCCUPANCY(S) (Ch. 3): __________________
RISK CATEGORY (Table 1604.5):Current: I II III IV
Proposed: I II III IV
BASIC BUILDING DATA
Construction Type: I-A II-A III-A IV V-A
(check all that apply) I-B II-B III-B V-B
Sprinklers: No Partial Yes NFPA 13 NFPA 13R NFPA 13D
Standpipes: No Yes Class I II III Wet Dry
Fire District: No Yes Flood Hazard Area: No Yes
Special Inspections Required: No Yes (Contact the local inspection jurisdiction for additional
procedures and requirements.)
Gross Building Area Table
FLOOR EXISTING (SQ FT)NEW (SQ FT)SUB-TOTAL
3rd Floor
2nd Floor
Mezzanine
1st Floor
Basement
TOTAL
ALLOWABLE AREA
Primary Occupancy Classification(s):
Assembly A-1 A-2 A-3 A-4 A-5
Business
Educational
Factory F-1 Moderate F-2 Low
Hazardous H-1 Detonate H-2 Deflagrate H-3 Combust H-4 Health H-5 HPM
Institutional I-1 Condition 1 2
I-2 Condition 1 2
I-3 Condition 1 2 3 4 5
I-4
Mercantile
Residential R-1 R-2 R-3 R-4
Storage S-1 Moderate S-2 Low High-piled
Parking Garage Open Enclosed Repair Garage
Utility and Miscellaneous
Accessory Occupancy Classification(s):
Incidental Uses (Table 509):
Special Uses (Chapter 4 – List Code Sections):
Special Provisions: (Chapter 5 – List Code Sections):
Mixed Occupancy: No Yes Separation: _____ Hr.Exception: _____________________
Non-Separated Use (508.3) - The required type of construction for the building shall be determined by
applying the height and area limitations for each of the applicable
occupancies to the entire building. The most restrictive type of
construction, so determined, shall apply to the entire building.
Separated Use (508.4) - See below for area calculations for each story, the area of the occupancy shall
be such that the sum of the ratios of the actual floor area of each use divided by
the allowable floor area for each use shall not exceed 1.
Actual Area of Occupancy A + Actual Area of Occupancy B
Allowable Area of Occupancy A Allowable Area of Occupancy B
+ _____________________ + …… = ______
< 1
< 1.00
STORY
NO.
DESCRIPTION AND
USE
(A)
BLDG AREA PER
STORY(ACTUAL)
(B)
TABLE 506.24
AREA
(C)
AREA FOR FRONTAGE
INCREASE1,5
(D)
ALLOWABLE AREA PER
STORY OR UNLIMITED2,3
1 Frontage area increases from Section 506.3 are computed thus:
a. Perimeter which fronts a public way or open space having 20 feet minimum width = _______ (F)
b. Total Building Perimeter = ________ (P)
c. Ratio (F/P) = ___________ (F/P)
d. W = Minimum width of public way = ________ (W)
e. Percent of frontage increase If = 100[F/P – 0.25] x W/30 = ________ (%)
2 Unlimited area applicable under conditions of Section 507.
3 Maximum Building Area = total number of stories in the building x D (maximum3 stories) (506.2).
4 The maximum area of open parking garages must comply with Table 406.5.4.
5 Frontage increase is based on the unsprinklered area value in Table 506.2.
ALLOWABLE HEIGHT
ALLOWABLE SHOWN ON PLANS CODE REFERENCE 1
Building Height in Feet (Table 504.3)2
Building Height in Stories (Table 504.4)3
1 Provide code reference if the “Shown on Plans” quantity is not based on Table 504.3 or 504.4.
2 The maximum height of air traffic control towers must comply with Table 412.3.1.
3 The maximum height of open parking garages must comply with Table 406.5.4.
FIRE PROTECTION REQUIREMENTS
BUILDING ELEMENT FIRE
SEPARATION
DISTANCE
(FEET)
RATING DETAIL #
AND
SHEET #
DESIGN #
FOR
RATED
ASSEMBLY
SHEET #FOR
RATED
PENETRATION
SHEET #
FOR
RATED
JOINTS
REQ'D PROVIDED
(W/_________*
REDUCTION)
Structural Frame,
including columns, girders,
trusses
Bearing Walls
Exterior
North
East
West
South
Interior
Nonbearing Walls and
Partitions
Exterior walls
North
East
West
South
Interior walls and partitions
Floor Construction
Including supporting beams
and joists
Floor Ceiling Assembly
Columns Supporting Floors
Roof Construction, including
supporting beams and joists
Roof Ceiling Assembly
Columns Supporting Roof
Shaft Enclosures - Exit
Shaft E
n
c
l
o
s
u
r
e
s
-
O
t
h
e
r
Corridor Separation
Occupancy/Fire Barrier Separation
Party/Fire Wall Separation
Smoke Barrier Separation
Smoke Partition
Tenant/Dwelling Unit/
Sleeping Unit Separation
Incidental Use Separation
* Indicate section number permitting reduction
PERCENTAGE OF WALL OPENING CALCULATIONS
FIRE SEPARATION DISTANCE
(FEET)FROM PROPERTYLINES
DEGREEOF OPENINGS
PROTECTION
(TABLE 705.8)
ALLOWABLEAREA
(%)
ACTUALSHOWN ON PLANS
(%)
LIFE SAFETY SYSTEM REQUIREMENTS
Emergency Lighting: No Yes
Exit Signs: No Yes
Fire Alarm: No Yes
Smoke Detection Systems: No Yes Partial _______
Carbon Monoxide Detection: No Yes
LIFE SAFETY PLAN REQUIREMENTS
Life Safety Plan Sheet #: _____________________
Fire and/or smoke rated wall locations (Chapter 7)
Assumed and real property line locations (if not on the site plan)
Exterior wall opening area with respect to distance to assumed property lines (705.8)
Occupancy Use for each area as it relates to occupant load calculation (Table 1004.1.2)
Occupant loads for each area
Exit sign locations (1013)
Exit access travel distances (1017)
Common path of travel distances (Tables 1006.2.1 & 1006.3.2(1))
Dead end lengths (1020.4)
Clear exit widths for each exit door
Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3)
Actual occupant load for each exit door
A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for
purposes of occupancy separation
Location of doors with panic hardware (1010.1.10)
Location of doors with delayed egress locks and the amount of delay (1010.1.9.7)
Location of doors with electromagnetic egress locks (1010.1.9.9)
Location of doors equipped with hold-open devices
Location of emergency escape windows (1030)
The square footage of each fire area (202)
The square footage of each smoke compartment for Occupancy Classification I-2 (407.5)
Note any code exceptions or table notes that may have been utilized regarding the items above
ACCESSIBLE DWELLING UNITS
(SECTION 1107)
UNIT
CLASSIFICATION
TOTAL
UNITS
ACCESSIBLE
UNITS
REQUIRED
ACCESSIBLE
UNITS
PROVIDED
TYPE A
UNITS
REQUIRED
TYPE A
UNITS
PROVIDED
TYPE B
UNITS
REQUIRED
TYPE B
UNITS
PROVIDED
TOTAL
ACCESSIBLE
UNITS
PROVIDED
ACCESSIBLE PARKING
(SECTION 1106)
LOT OR PARKING AREA TOTAL #OF PARKING SPACES #OF ACCESSIBLE SPACES PROVIDED TOTAL #ACCESSIBLE
PROVIDEDREQUIREDPROVIDED96”SPACES 132”SPACES
TOTAL
PLUMBING FIXTURE REQUIREMENTS
(TABLE 2902.1)
USE WATER CLOSETS URINALS LAVATORIES SH
O
W
E
R
S
/
T
U
B
S
DRINKING FOUNTAINS
MALE FEMALE UNISEX MALE FEMALE UNISEX REGULAR ACCESSIBLE
SPACE EXIST’G
NEW
REQ’D
SPECIAL APPROVALS
Special approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, etc., describe below)
_____________________________________________________________________________________________
_____________________________________________________________________________________________
ENERGY SUMMARY
ENERGY REQUIREMENTS:
The following data shall be considered minimum and any special attribute required to meet the energy code shall
also be provided. Each Designer shall furnish the required portions of the project information for the plan data sheet.
If performance method, state the annual energy cost for the standard reference design vs annual energy cost for the
proposed design.
Existing building envelope complies with code: No Yes (The remainder of this section is not applicable)
Exempt Building: No Yes (Provide code or statutory reference): ______________________
Climate Zone: 3A 4A 5A
Method of Compliance: Energy Code Performance Prescriptive
ASHRAE 90.1 Performance Prescriptive
(If “Other” specify source here)
THERMAL ENVELOPE (Prescriptive method only)
Roof/ceiling Assembly (each assembly)
Description of assembly: ______________________________
U-Value of total assembly: ___________
R-Value of insulation: ___________
Skylights in each assembly: ___________
U-Value of skylight: ___________
total square footage of skylights in each assembly: ___________
Exterior Walls (each assembly)
Description of assembly: ______________________________
U-Value of total assembly: ___________
R-Value of insulation: ___________
Openings (windows or doors with glazing)
U-Value of assembly:___________
Solar heat gain coefficient:___________
projection factor:___________
Door R-Values:___________
Walls below grade (each assembly)
Description of assembly: ______________________________
U-Value of total assembly: ___________
R-Value of insulation: ___________
Floors over unconditioned space (each assembly)
Description of assembly: ______________________________
U-Value of total assembly: ___________
R-Value of insulation: ___________
Floors slab on grade
Description of assembly: ______________________________
U-Value of total assembly: ___________
R-Value of insulation: ___________
Horizontal/vertical requirement:___________
slab heated:___________
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The Cape Blvd.
613 VALLEY BROOK RD, WILMINGTON, NC 28412
TED UMINSKI 412 482 3427 ted.uminski@
everestinfrastructure
.comCity/County Private State
City____________ County_________ State
New Construction Addition Renovation
Prescriptive Repair Chapter 14
Level I Level II Level III
P. MARSHALL & ASSOCIATES/
CENTERLINE ENGINEERING SERVICES Philip Burtner 39614 610 730-5430
P. MARSHALL & ASSOCIATES/
CENTERLINE ENGINEERING SERVICES Philip Burtner 39614 610 730-5430 pburtner@pmass.com
pburtner@pmass.com
UTILITY/MISCELLANEOUS
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
T-1B
APPENDIX B
SHEETS
2018 APPENDIX B
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
STRUCTURAL DESIGN
(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)
DESIGN LOADS:
Importance Factors:
Live Loads:
Ground Snow Load:
Wind Load:
Snow (IS) _________
Seismic (IE) _________
Roof
Mezzanine
Floor
_________ psf
Ultimate Wind Speed
SEISMIC DESIGN CATEGORY:
Provide the following Seismic Design Parameters:
Occupancy Category (Table 1604.5)
A
Data Source:
Basic structural system
Analysis Procedure:
LATERAL DESIGN CONTROL:
A
I
Spectral Response Acceleration SS_________ %g
Site Classification (ASCE 7)B
Field Test
Bearing Wall
Building Frame
Moment Frame
Simplified
Architectural, Mechanical, Components anchored?
Earthquake
_________ mph (ASCE-7)
Exposure Category _________
B
II
C
C
III
Presumptive
D
IV
S1_________ %g
D E F
Historical Data
Dual w/Special Moment Frame
Dual w/Intermediate R/C or Special Steel
Inverted Pendulum
Equivalent Lateral Force
Yes No
Wind
SOIL BEARING CAPACITIES:
Field Test (provide copy of test report) ___________________ psf
Presumptive Bearing capacity __________________________ psf
Pile size, type, and capacity ______________________________________
Dynamic
_________ psf
_________ psf
_________ psf
2018 NC Administrative Code and Policies Appendix B for Building
2018 APPENDIX B
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
MECHANICAL DESIGN
(PROVIDE ON THE MECHANICAL SHEETS IF APPLICABLE)
MECHANICAL SUMMARY
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
Thermal Zone
winter dry bulb: ___________
summer dry bulb: ___________
Interior design conditions
winter dry bulb: ___________
summer dry bulb: ___________
relative humidity: ___________
Building heating load:___________
Building cooling load:___________
Mechanical Spacing Conditioning System
Unitary
description of unit:___________
heating efficiency:___________
cooling efficiency:___________
size category of unit: ___________
Boiler
Size category. If oversized, state reason.:___________
Chiller
Size category. If oversized, state reason.:___________
List equipment efficiencies:___________
2018 APPENDIX B
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
ELECTRICAL DESIGN
(PROVIDE ON THE ELECTRICAL SHEETS IF APPLICABLE)
ELECTRICAL SUMMARY
ELECTRICAL SYSTEM AND EQUIPMENT
Method of Compliance: Energy Code Performance Prescriptive
ASHRAE 90.1 Performance Prescriptive
Lighting schedule (each fixture type)
lamp type required in fixture
number of lamps in fixture
ballast type used in the fixture
number of ballasts in fixture
total wattage per fixture
total interior wattage specified vs. allowed (whole building or space by space)
total exterior wattage specified vs. allowed
Additional Efficiency Package Options
(When using the 2018 NCECC; not required for ASHRAE 90.1)
C406.2 More Efficient HVAC Equipment Performance
C406.3 Reduced Lighting Power Density
C406.4 Enhanced Digital Lighting Controls
C406.5 On-Site Renewable Energy
C406.6 Dedicated Outdoor Air System
C406.7 Reduced Energy Use in Service Water Heating
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C
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NA
NA
1
1
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NA
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PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
T-2
GENERAL NOTES
&AND
AMSL AVERAGE ABOVE
MEAN SEALEVEL
BTM. BOTTOM
℄CENTERLINE
CONC.CONCRETE
CONT.CONTINOUS
C.J. CONTROL JOINT
DIA.DIAMETER
(E)EXISTING
EL.ELEVATION
E.S.EACH SIDE
E.W.EACH WAY
FFI FLANGE FACING
INSIDE
FFO FLANGE FACING
OUTSIDE
FT.FEET
F.V.FIELD VERIFY
GALV.GALVANIZED
HORIZ.HORIZONTAL
IN.INCH
LFP LEG FACING OUTSIDE
LLVD LONG LEG VERTICAL
DOWN
LLVU LONG LEG VERTICAL
UP
MAX.MAXIMUM
MFR. MANUFACTURER
MIN.MINIMUM
MPH MILES PER HOUR
O.C.ON CENTER
(P)PROPOSED
REINF. REINFORCE
REQ'D REQUIRED
SIM.SIMILAR
STD. STANDARD
STL. STEEL
TYP. TYPICAL
UNO UNLESS NOTED
OTHERWISE
VERT.VERTICAL
VLD VERTICAL LEG DOWN
VLU VERTICAL LEG UP
W/ WITH
GENERAL NOTES ABBREVIATION KEY
1.THE GENERAL CONTRACTOR MUST VERIFY ALL EXISTING & PROPOSED
DIMENSIONS, CONDITIONS, AND ELEVATIONS BEFORE STARTING WORK.
ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE
ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE
WORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER
IN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES.
2.IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED
INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
TEMPORARY BRACING, SHORING, TIES, FORM WORK, ETC., IN
ACCORDANCE 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 SKILLED
WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE
NECESSARY CRAFTS AND WHO ARE 3. COMPLETELY FAMILIAR WITH THE
SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER
PERFORMANCE OF THE WORK.
4.CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH
GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL
PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TO
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS AND PRIME CONTRACTOR FURTHER AGREES TO INDEMNIFY AND
HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL
OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS
PROJECT.
5.SITE GROUNDING SHALL COMPLY WITH ENERGY GROUNDING
STANDARDS, LATEST VERSION. WHEN NATIONAL AND LOCAL
GROUNDING CODES ARE MORE STRINGENT, THEY 5. SHALL GOVERN.
GROUNDING SHALL BE COMPLETED BEFORE ERECTION OF A NEW
TOWER.
6.ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY
REQUIREMENTS. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS,
EXISTING CONSTRUCTION, AND UTILITIES 6. SHALL BE ESTABLISHED PRIOR
TO FOUNDATION INSTALLATION. IF TEMPORARY LIGHTING AND
MARKING IS REQUIRED BY THE FEDERAL AVIATION ADMINISTRATION
(FAA), IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE
NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT
OF A PROBLEM.
7.ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL
LOCAL, STATE, AND FEDERAL CODES OR ORDINANCES. THE MOST
STRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR
DIFFERENCES IN THE CODE REQUIREMENTS.
8.THE CONTRACTOR SHALL RESTORE ALL PROPERTY TO IT'S
PRE-CONSTRUCTION CONDITIONS TO THE OWNER'S SATISFACTION. ANY
DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE
CONTRACTOR'S EXPENSE. THE CONTRACTOR IS TO PROTECT ALL
EXISTING PROPERTY LINE MONUMENTATION, STRUCTURES, UTILITIES. ANY
DAMAGE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S
EXPENSE UNDER THE SUPERVISION OF A REGISTERED SURVEYOR OR
ENGINEER.
9.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AMPLE NOTICE TO
THE BUILDING INSPECTION DEPARTMENT TO SCHEDULE THE REQUIRED
INSPECTIONS. A MINIMUM OF 24 9. HOURS OF NOTICE SHOULD BE
GIVEN THE BUILDING INSPECTION DEPARTMENTS HAVE REQUESTED THAT
GROUPS OF TWO OR THREE SITES BE SCHEDULED AT ONE TIME IF
POSSIBLE.
10.THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION
DRAWINGS ALONG WITH THE SPECIFICATIONS AND TOWER
DRAWINGS/ANALYSIS. CONTRACTOR IS 10. RESPONSIBLE FOR REVIEW
OF THE TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL DRAWGINS &
SPECIFICATIONS AND TO COORDINATE HIS WORK WITH THE WORK OF
ALL OTHER TO ENSURE THAT WORK PROGRESSION IS INTERRUPTED AND
DOES NOT INTERRUPT THE PROPERTY OWNER'S OPERATIONS AT ANY
TIME.
11. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES
WITHIN THE CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. ALL
CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE
OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY COMPANY PRIOR
TO EACH CONNECTION.
12.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE
DRAINAGE ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROL
SHALL BE MAINTAINED ON THE 12. DOWNSTREAM SIDE OF THE SITE AT
ALL TIMES. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE
CORRECTED AT THE CONTRACTOR'S EXPENSE.
13.CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE KEPT TO
A MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE
FACILITIES SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDE
THE LEASED PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR.
14.ALL SUITABLE BORROW MATERIAL FOR BACKFILL OF THE SITE SHALL BE
INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL
SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY
GOVERNING AGENCIES PRIOR TO DISPOSAL.
15.SEEDING AND MULCHING OF THE SITE WILL BE ACCOMPLISHED AS SOON
AS POSSIBLE AFTER COMPLETION OF THE SITE DEVELOPMENT. THE
CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING AN
ADEQUATE COVER OF VEGETATION OVER THE SITE FOR A ONE YEAR
PERIOD.
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 WHICH
SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON
COMPLETION OF THE PROJECT.
17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED
LICENSES, FEES, INSPECTIONS, ETC. BUILDING PERMITS WILL BE OBTAINED
BY CONTRACTOR & PAID FOR BY THE COUNTY.
18.CONTRACTOR SHALL KEEP THE PROJECT SITE FREE FROM
ACCUMULATION OF WASTE MATERIALS & RUBBISH AT ALL TIMES DURING
CONSTRUCTION PERIOD & SHALL REMOVE. ALL WASTE MATERIALS &
RUBBISH FROM PROJECT SITE AT THE COMPLETION OF WORK, EXCEPT
THOSE SPECIFICALLY REQUIRED BY THE CONTRACT DOCUMENTS TO BE
LEFT FOR THE OWNER'S MAINTENANCE. CONSTRUCTION WASTE MAY
NEITHER BE BURNED NOR BURIED AND MUST BE TAKEN TO AN APPROVED
LANDFILL AT CONTRACTOR EXPENSE.
19.SECURITY TO THE SITE SHALL BE MAINTAINED AT ALL TIMES.
20.CONTRACTOR IS RESPONSIBLE FOR THE CONDITION OF THE ALL
CABINETS AND /OR SHELTER DURING AND AFTER CONSTRUCTION.
CABINETS AND /OR SHELTERS SHALL NOT BE USED FOR STORAGE OF
TOOLS, CONSTRUCTION MATERIAL OR EQUIPMENT. CONTRACTOR SHALL
ENSURE THE CABINETS AND /OR SHELTERS IS CLEANED AT THE
CONCLUSION OF CONSTRUCTION. SHELTER FLOORS SHALL BE CLEANED,
WAXED AND BUFFED TO SHINE.
GENERAL NOTES
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
C-1A
SITE PLAN -
AERIAL PHOTO
1.SITE PLAN SHOWN WAS TAKEN FROM SURVEY INFORMATION
PROVIDED BY POINT TO POINT LAND SURVEYORS, INC.
CONTRACTOR TO VERIFY ALL EXISTING INFORMATION IS
INDICATED ON SITE PLAN. CONTRACTOR IS TO ESTABLISH THE
EXISTENCE AND LOCATION OF ALL EXISTING UNDERGROUND
AND OVERHEAD UTILITIES. IMMEDIATELY NOTIFY THE
CONSTRUCTION MANAGER 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 RESEARCH
WEB 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 LOCATE
GENERAL NOTES GRAPHIC SCALE
NORTH ARROW
W
N
EMP
A&
S
00'
SCALE: 1" = 100'
SUBJECT PARENT PARCEL
SOUTHEASTERN ENTERPRISES INC.
PARCEL ID: R08500-002-070-000
ZONE: R-15
ACRE: 5.95
VALLEY
B
R
O
O
K
R
O
A
D
(
6
0
'
P
R
I
V
A
T
E
R
/
W
)
TELFAIR SUMMIT HOA INC.
PARCEL ID: R08500-002-071-000
ZONE: R-15
ACRE: 5.54
SOUTHEASTERN ENTERPRISES INC.
PARCEL ID: R08500-002-114-000
ZONE: R-15
ACRE: 2.97
100'100'
CRESS LOUIS H ETAL
PARCEL ID: R08510-007-021-000
ZONE: R-15
ACRE: 0.36
COOK TED E KATHLEEN M
PARCEL ID: R08510-007-020-000
ZONE: R-15
ACRE: 0.34
BREWSTER JACK R RITA ANN
REV TRUST
PARCEL ID: R08510-007-019-000
ZONE: R-15
ACRE: 0.32
GRICZEWICZ CAITLIN STEPHEN A
RIES
PARCEL ID: R08510-007-018-000
ZONE: R-15
ACRE: 0.35
SOUTHERN DESTINY LLC
PARCEL ID: R08500-002-029-002
ZONE: R-15
ACRE: 32.76
PROPOSED 25' LANDSCAPE
BUFFER/ TREE PRESERVATION AREA
(SUSTAIN/PROTECT EXISTING TREES)
PROPOSED 42'x40'
COMPOUND
PROPOSED CANISTER TOWER
PROPOSED 30'
UTILITY/ACCESS/FIBER
EASEMENT
SUBJECT
PARENT PARCEL
ADJACENT
PARCEL LINEEXISTING TREELINE (TYP.)
LIGHT POLE &
TELCO (TYP.)
PROPOSED 100'x100' LEASE AREA
IMPACT TABLE
PROPOSED 12'
ACCESS DRIVE
EXISTING TRACT SIZE:259,182 SQ.FT. (5.95 ACRES)
LIMIT OF CONSTRUCTION:4,158 SQ. FT (0.095 ACRES)
EXISTING PERVIOUS/ IMPERVIOUS AREA
TOTAL EXISTING PERVIOUS AREA:259,182 SQFT. (5.95 ACRES)
TOTAL EXISTING IMPERVIOUS AREA:0000 SQFT. (.000 ACRES)
PROPOSED IMPERVIOUS AREA 3,732 SQFT.(0.085 ACRES)
PROPOSED IMPERVIOUS AREA INCREASE:
COMPOUND 1,676 SQFT. (0.04 ACRES)
GRAVEL DRIVE 2,056 SQFT.(0.05 ACRES)
TOTAL PROPOSED PERVIOUS AREA:255,450 SQFT. (5.86 ACRES)
PROPOSED IMPERVIOUS AREA:3,732 SQFT. (0.085 ACRES)
IMPERVIOUS SURFACE AREA (ISR) & PERVIOUS SURFACE AREA (PSR)
PROPOSED ISR: 3,732/ 259,182 = 1.439%
PROPOSED PSR:255,450/ 259,182 =98.560%
FILL VOLUMES BFE = 9'EX. GRADE = 7'MITIGATION= BFE - GRADE = 2'
PROPOSED FILL VOLUME (DIRT): 2386.83 CUBIC FT.
PROPOSED FILL VOLUME (GRAVEL): 2763.61 CUBIC FT.
PROPOSED FILL VOLUME (CONCRETE): 177.56 CUBIC FT.
13
0
'
-
0
"
659'-7"
13
0
'
-
0
"
40
7
'
-
1
1
"
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
C-1B
OVERALL
SITE PLAN
1.SITE PLAN SHOWN WAS TAKEN FROM SURVEY INFORMATION PROVIDED BY POINT TO POINT LAND
SURVEYORS, INC. CONTRACTOR TO VERIFY ALL EXISTING INFORMATION IS INDICATED ON SITE PLAN.
CONTRACTOR IS TO ESTABLISH THE EXISTENCE AND LOCATION OF ALL EXISTING UNDERGROUND AND
OVERHEAD UTILITIES. IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER 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 RESEARCH WEB 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 LOCATE
GENERAL NOTES GRAPHIC SCALE
NORTH ARROW
W
N
EMP
A&
S
00'
SCALE: 1" = 100'
ZONE "X" (AREA OF MINIMAL FLOOD HAZARD)
SUBJECT PARENT PARCEL
SOUTHEASTERN ENTERPRISES INC.
PARCEL ID: R08500-002-070-000
ZONE: R-15
ACRE: 5.95
VALLEY
B
R
O
O
K
R
O
A
D
(
6
0
'
P
R
I
V
A
T
E
R
/
W
)
TELFAIR SUMMIT HOA INC.
PARCEL ID: R08500-002-071-000
ZONE: R-15
ACRE: 5.54
SOUTHEASTERN ENTERPRISES INC.
PARCEL ID: R08500-002-114-000
ZONE: R-15
ACRE: 2.97
100'100'
CRESS LOUIS H ETAL
PARCEL ID: R08510-007-021-000
ZONE: R-15
ACRE: 0.36
COOK TED E KATHLEEN M
PARCEL ID: R08510-007-020-000
ZONE: R-15
ACRE: 0.34
BREWSTER JACK R RITA ANN
REV TRUST
PARCEL ID: R08510-007-019-000
ZONE: R-15
ACRE: 0.32
GRICZEWICZ CAITLIN STEPHEN A
RIES
PARCEL ID: R08510-007-018-000
ZONE: R-15
ACRE: 0.35
SOUTHERN DESTINY LLC
PARCEL ID: R08500-002-029-002
ZONE: R-15
ACRE: 32.76
PROPOSED 25' LANDSCAPE
BUFFER/ TREE PRESERVATION AREA
(SUSTAIN/PROTECT EXISTING TREES)
PROPOSED 42'x40'
COMPOUND
PROPOSED CANISTER TOWERPROPOSED 30'
UTILITY/ACCESS/FIBER
EASEMENT
SUBJECT
PARENT PARCEL
ADJACENT
PARCEL LINE130' TOWER FALL ZONE
EXISTING
WETLANDS
(PF04Bd)
EXISTING TREELINE (TYP.)
FLOOD ZONE KEY
15" 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.)
PROPOSED 100'x100' LEASE AREA
PROPOSED 12'
ACCESS DRIVE
IMPACT TABLE
EXISTING TRACT SIZE:259,182 SQ.FT. (5.95 ACRES)
LIMIT OF CONSTRUCTION:4,158 SQ. FT (0.095 ACRES)
EXISTING PERVIOUS/ IMPERVIOUS AREA
TOTAL EXISTING PERVIOUS AREA:259,182 SQFT. (5.95 ACRES)
TOTAL EXISTING IMPERVIOUS AREA:0000 SQFT. (.000 ACRES)
PROPOSED IMPERVIOUS AREA 3,732 SQFT.(0.085 ACRES)
PROPOSED IMPERVIOUS AREA INCREASE:
COMPOUND 1,676 SQFT. (0.04 ACRES)
GRAVEL DRIVE 2,056 SQFT.(0.05 ACRES)
TOTAL PROPOSED PERVIOUS AREA:255,450 SQFT. (5.86 ACRES)
PROPOSED IMPERVIOUS AREA:3,732 SQFT. (0.085 ACRES)
IMPERVIOUS SURFACE AREA (ISR) & PERVIOUS SURFACE AREA (PSR)
PROPOSED ISR: 3,732/ 259,182 = 1.439%
PROPOSED PSR:255,450/ 259,182 =98.560%
FILL VOLUMES BFE = 9'EX. GRADE = 7'MITIGATION= BFE - GRADE = 2'
PROPOSED FILL VOLUME (DIRT): 2386.83 CUBIC FT.
PROPOSED FILL VOLUME (GRAVEL): 2763.61 CUBIC FT.
PROPOSED FILL VOLUME (CONCRETE): 177.56 CUBIC FT.
X
X
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
C-2
ENLARGED
SITE PLAN
PROPOSED 8'
CHAIN-LINKED BARBED
WIRE FENCE AND 1'
DIAMETER CONCRETE
FOUNDATION AS
SHOWN ON SHEET C-6
PROPOSED CANISTER TOWER
WITH 10' DIAMETER CONCRETE
FOUNDATION
PROPOSED 12'
GRAVEL DRIVE
PROPOSED 30' ACCESS/
UTILITY/FIBER EASEMENT
PROPOSED 16'
SWING GATE
VALLEY
B
R
O
O
K
R
O
A
D
(
6
0
'
P
R
I
V
A
T
E
R
/
W
)
EXISTING15" CMP
(END BURRIED)
EXISTING LIGHT
POLE & TELCO (TYP.)
EXISTING PLANTED
TREES (TYP.)
PROPOSED 25'
LANDSCAPE BUFFER/ TREE
PRESERVATION AREA
(SUSTAIN/PROTECT
EXISTING TREES)
SUBJECT PARENT PARCEL
PROPOSED 6" OF #57 STONE
ON GEOSYNTHETIC FABRIC
PROPOSED100'X100'
LEASE AREA
LIMITS OF CONSTRUCTION,
14' IN WIDTH (TYP.)
IMPACT TABLE
12X20
12X20
10X15
KEY
GRAVEL DRIVE/
COMPOUND
CONCRETE
FOUNDATION
NORTH ARROW
W
N
EMP
A&
S
EXISTING TRACT SIZE:259,182 SQ.FT. (5.95 ACRES)
LIMIT OF CONSTRUCTION:4,158 SQ. FT (0.095 ACRES)
EXISTING PERVIOUS/ IMPERVIOUS AREA
TOTAL EXISTING PERVIOUS AREA:259,182 SQFT. (5.95 ACRES)
TOTAL EXISTING IMPERVIOUS AREA:0000 SQFT. (.000 ACRES)
PROPOSED IMPERVIOUS AREA 3,732 SQFT.(0.085 ACRES)
PROPOSED IMPERVIOUS AREA INCREASE:
COMPOUND 1,676 SQFT. (0.04 ACRES)
GRAVEL DRIVE 2,056 SQFT.(0.05 ACRES)
TOTAL PROPOSED PERVIOUS AREA:255,450 SQFT. (5.86 ACRES)
PROPOSED IMPERVIOUS AREA:3,732 SQFT. (0.085 ACRES)
IMPERVIOUS SURFACE AREA (ISR) & PERVIOUS SURFACE AREA (PSR)
PROPOSED ISR: 3,732/ 259,182 = 1.439%
PROPOSED PSR:255,450/ 259,182 =98.560%
FILL VOLUMES BFE = 9'EX. GRADE = 7'MITIGATION= BFE - GRADE = 2'
PROPOSED FILL VOLUME (DIRT): 2386.83 CUBIC FT.
PROPOSED FILL VOLUME (GRAVEL): 2763.61 CUBIC FT.
PROPOSED FILL VOLUME (CONCRETE): 177.56 CUBIC FT.
ELEC
ELEC
ELEC
ELECELEC
ELECELECELECELEC
ELE
C
ELE
C
ELE
C
ELE
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
EL
E
C
42
'
-
0
"
33'-0"
1'-1"
8'
-
0
"
1'
-
0
"
12
'
-
0
"
7'-1"
7'
-
1
"
35
'
-
0
"
15
'
-
0
"
43
'
-
0
"
10
0
'
-
0
"
17'-0"
43'-0"
100'-0"
40'-0"
30
'
-
0
"
17'-0"
R1
0
'
-
0
"
NORTH ARROW
W
N
EM
P
A
&
S
GENERAL NOTES
GRAPHIC SCALE
00'
SCALE: 1" = 20'
20'20'
COMPOUND
PLAN
1.ALL MATERIAL AND EQUIPMENT FURNISHED SHALL BE NEW AND OF
GOOD QUALITY. FREE FROM FAULTS AND DEFECTS AND IN
CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY
SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN
WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION.
CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE
KIND OF QUALITY OF MATERIAL AND EQUIPMENT BEING SUBSTITUTED.
2.ACCESS TO PROPOSED WORK SITE MAY BE RESTRICTED. THE
CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTION
ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS WITH
THE LEASING AGENT FOR APPROVAL.
3.CONTRACTOR SHALL HAVE PRESENT ON SITE CURRENT CARRIER
SUPPLIED INFORMATION PRIOR TO COMMENCE OF WORK; IE. RFDS,
DESIGN DOCUMENTS SPECIFIC TO SITE AND CONFIGURATION. NOTIFY
CONSTRUCTION MANAGER OF ANY DISCREPANCY PRIOR TO ARRIVAL
AT SITE.
4.ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTION SHALL BE
FOLLOWED EXACTLY AND SHALL SUPERSEDE ANY CONFLICTING NOTES
ENCLOSED HEREIN.
5.ALL DAMAGE TO EXISTING UNDERGROUND, OVERHEAD OBSTACLES
AND/OR EXISTING EQUIPMENT, PAD OR SHELTERS SHALL BE REPLACED
BACK TO FULL ORIGINAL OR BETTER CONDITION & SHALL MATCH
EXISTING CONDITIONS BY REPAIRS AT GENERAL CONTRACTOR
EXPENSE.
6.THE EXISTING TREES AND VEGETATION ARE SUFFICIENT, UNO, TO
PROVIDE THE REQUIRED SCREENING PER LOCAL ORDINANCE. IF THE
VEGETATION IS REMOVED OR DAMAGED, NEW LANDSCAPING/
SCREENING WILL BE INSTALLED TO MEET LOCAL ORDINANCE
REQUIREMENTS.
HATCH LEGEND
GRAVEL DRIVE/
COMPOUND
PROPOSED
TREE LINE (TYP.)
PROPOSED 12'
GRAVEL DRIVE
PROPOSED 6" OF #57 STONE
ON GEOSYNTHETIC FABRIC
PROPOSED 8' CHAIN-LINKED
BARBED WIRE FENCE
12' CHAIN-LINKED GATE
PROPOSED 100'X100
'LEASE AREA
PROPOSED 25' LANDSCAPE
BUFFER/ TREE PRESERVATION AREA
(SUSTAIN/PROTECT EXISTING TREES)
PROPOSED 30' ACCESS/
UTILITY/FIBER EASEMENT. CLEAR
EXISTING TREE LINE FOR ACCESS.
PROPOSED 6'-0" CARRIER MULTI-GANG POWER
METER & TELCO DEMARC. CONNECT SUPPLY
CONDUITS 5'-0" OUTSIDE OF FENCE LINE.
COORDINATE WITH LOCAL UTILITY COMPANY
REGARDING FINAL SERVICE CONNECTION.
PROPOSED
TOWER
PROPOSED UNDERGROUND 3" SCH. 40
PVC CONDUIT FROM PROPOSED
4-GANG METER ON H-FRAME. CAP
OPEN CONDUIT WATER TIGHT PRIOR
TO INSTALLATION. COORDINATE WITH
LOCAL UTILITY COMPANY REGARDING
FINAL SERVICE CONNECTION.
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
C-3
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
C-4
GENERAL NOTES
1.REFER TO TOWER STRUCTURAL ANALYSIS FOR PROPOSED ANTENNA
CABLE LOADING DETAILS
2.TOWER ELEVATION SHOWN IS NOT DRAWN TO SCALE AND IS ONLY
INTENDED FOR REFERENCE PURPOSES. REFER TO ORIGINAL TOWER
DESIGN FOR ADDITIONAL INFORMATION.
3.ALL TOWER DIMENSIONS SHALL BE VERIFIED WITH THE PLANS PRIOR TO
COMMENCING CONSTRCTION. NOTIFY TH EENGINEER IMMEDIATELY IF
ANY DISCREPANCIES ARE DISCOVERED.
4.ALL HARDWARE ASSEMBLE MANUFACTURER'S INSTRUCTIONS SHALL BE
FOLLOWED EXACTLY AND SHALL SUPERSEDE ANY CONFLICTING NOTES
ENCLOSED HEREIN.
5.ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF
GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN
CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL
SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN
WRITING BU THE OWNER AND ENGINEER PRIOR TO INSTALLATION.
CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENC AS TO THE KIND
OF QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED.
FINISH NOTES:
TOWER-GALVANIZED
TOWER MOUNTS-GALVANIZED
ANTENNA-NEUTRAL (MANUFACTURER FINISH)
FOUNDATIONS-UNPAINTED CONCRETE
ICE BRIDGE- GALVANIZED
CABLES-BLACK
BASE CABINETS/EQUIPMENT-NEUTRAL (MANUFACTURER FINISH)
TOWER
ELEVATION
PR
O
P
O
S
E
D
T
O
W
E
R
H
E
I
G
H
T
1
3
0
'
-
0
"
A
.
G
.
L
.
CARRIER CENTERLINE
124'-0"
PROPOSED CANISTER TOWER
FUTURE ANTENNAS
BY OTHERS (TYP )
CARRIER CENTERLINE
112'-0"
CARRIER CENTERLINE
100'-0"
T/GRADE
0'-0"
15'x12' FRP ANTENNA
CONCEALMENT SHADE (TYP. OF 3)
T/O TOWER STEEL
130'-0"
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
C-5
EXISTING GRADE
PROPOSED SUBGRADE
COMPACTED TO 95%
STANDARD PROCTOR
PROPOSED 20 MIL. LIGHT WEIGHT WOVEN SLIT
FILM POLYPROPYLENE GEOSYNETHIC FABRIC
(500X MIRAFI GEOTEXTILE OR EQUAL)
PROPOSED 2" FINISH LAYER
OF ROLLED #57 STONE
2% SLOPE
12'-0"
30'-0" UTILITY/ ACCESS EASEMENT
2% SLOPE
PROPOSED GRAVEL
ACCESS 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: NTS
ACCESS DRIVE
NOTES
1'-0"
TYP.
CONSTRUCTION
DETAILS- ACCESS
SCALE: NTS
ACCESS DRIVE SWING GATE
FINISH GRADE (12' GRAVEL ACCESS DRIVE)
3'
-
8
"
16'-0"
3" SQUARE TUBE STEEL.
PAINTED BLACK (TYP.)
3'
6
"
18" (TYP.)
3'
-
0
"
4"
(
T
Y
P
.
)
SECURE LANE LLC (520)780-9751 SL-SG MANUAL SWING
GATE OR SIMILAR. AVAILABLE IN SINGLE SWING OR DUAL
SWING @ WWW. BARRIERGATEARM.COM
4000 PSI CONCRETE POST FOOTING, MIN. (TYP.)
4" ROUND STEEL POST
PAINTED BLACK (TYP.)
HD BEARING
HINGES (TYP.OF 2)
SLIDE BOLT LOCKING MECHANISM WITH TAB HASPS & PADLOCK.
GC TO COORDINATE WITH OWNER FOR FINAL COMBINATION.
NOTES
EXISTING TREE LINEEXISTING TREE LINE
PROPOSED 6" OF FILL
DIRT (AS SPECIFIED ON
SHEET C-11)BORROWED EXCAVATION
COMPACTED TO 95% PROCTOR
PROPOSED 2" ELECTRICAL CONDUIT (TYP.
2) FOR POWER SUPPLY TO COMPOUND
TO BE PLACED 30" BELOW GRADE
14'-0" LIMIT OF CONSTRUCTION
30
"
MI
N
.
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
C-6
1'-6"
6"
9"
10"
18
"
3'
-
6
"
13
"
SCALE: NTS
ACCESS DRIVE SWING GATE POST & DUCK BILL
GENERAL NOTES
A.INSTALL FENCE PER ASTM F-567
B.INSTALL SWING GATE PER ASTM F-900
C.LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE
COMPLIED 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 COLD
GALVANIZED STEEL (OR EQUAL).
E. ALL OPEN POSTS SHALL HAVE END-CAPS
F. 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 LOCKING
MECHANISM ON 12'-0" GATE. COORDINATE W/ PM FOR FINAL
COMBINATION CODE
KEYED NOTES
1.CORNER, END OR PULL POST
3" NOMINAL SCHEDULE 40
PIPE.
2.LINE POST: 2-1 /2" SCHEDULED
40 PIPE, PER ASTM-F1083. LINE
POSTS SHALL BE EQUALLY
SPACED AT MAXIMUM 8'-0"
O.C.
3.TOP RAIL & BRACE RAIL: 1-1 /2"
PIPE PER ASTM-F1083.
4.FABRIC: 9 GA CORE WIRE SIZE
2" MESH, CONFORMING TO
ASTM-A392. ALL PIES TO BE
GALVANIZED.
5.TIE WIRE: MINIMUM 11 GA.
GALVANIZED STEEL AT POSTS
AND RAILS A SINGLE WRAP OF
FABRIC TIE AND AT TENSION
WIRE BY HOG RINGS SPACED
MAXIMUM 24" INTERVALS.
6.TENSION WIRE: 9 GA.
GALVANIZED STEEL
7.BARBED WIRE: DOUBLE
STRAND 12-1 /2" O.D. TWISTED
WIRE TO MATCH WITH FABRIC
14 GA., 4 PT. BARBS SPACED
ON APPROXIMATELY 5"
CENTERS.
8.STRETCHER BAR
9.3 /8" DIAGONAL ROD WITH
GALVANIZED STEEL
TURNBUCKLE OR DIAGONAL
THREADED ROD.
10.FENCE CORNER POST BRACE:
1-5 /8" DIAMETER EACH
CORNER EACH WAY.
11.1-1 /2" MAXIMUM CLEARANCE
FROM GRADE.
12.GATE POST 4" SCHEDULE 40
PIPE (FOR GATE WIDTHS UP
THRU 7' OR 14' FOR DOUBLE
SWING GATES) PER
ASTM-F1083.
13.GATE FRAME: 1-1 /2' PIPE, PER
ASTM-F1083.
14.GATE FRAME: 1-5 /8" DIAMETER
PIPE, PER ASTM-F1083.
15.GATE DIAGONAL
GALVANIZED STEEL 1-1 /2"
PIPE.
16.DUCK BILL OPEN GATE
HOLDER. VERIFY LOCATION IN
FIELD PRIOR TO INSTALLATION.
17.LINE POST: CONCRETE
FOUNDATION (4000 PSI)
18.CORNER POST: CONCRETE
FOUNDATION (4000 PSI)
19.GATE POST: CONCRETE
FOUNDATION (4000 PSI)
19
16
1214
13
24
"
10"
FINISH GRADE
FINISH GRADE
19
METAL GATE DETENT
INSTALL W/ SLOT
PARALLEL TO FENCE
SCALE: NTS
GATE DETENT DETAIL
SCALE: NTS
STYMIELOCK DETAIL
CONSTRUCTION
DETAILS- FENCE
SCALE: NTS
STANDARD FENCE ELEVATION
XXXXXX
XX X
X XX X X
X
XXXX
X X X XX
X X X XX
XXXXX
X X X X
X X X X
XXXXX
X X X X
X X X X XXXXX
XXX X X
XXX X X
XXXXX
X X X X
X X X X
XXXXX
X X X X X
X X X X X
X
8'
-
0
"
7'
-
0
"
13'-0"
(CENTERED ON FENCE LINE)
10'-0" O.C. MAX.
5'-0" O.C. MIN.
5'-6"5'-6"
12'-6"
EQ.EQ.
1
BADF
C
1'-6"
3'
-
6
"
23
4
9
7
8
610
16
18
J
PROPOSED
PLUNGER ROD
PROPOSED
GATE DETENT
5
17
E
TOWER COMPANY
CONTACT SIGNAGE
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
C-7SCALE: NTS
H-FRAME DETAIL
6'
-
0
"
4'
-
0
"
4"
(
T
Y
P
.
)
18" (TYP.)
NOTES
1.VERIFY ALL MOUNTING LOCATION PER EQUIPMENT MANUFACTURER FOR LOCATION & QUANITY
OF 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 COPPER
GROUND CONDUCTOR.
5.ALL GROUND LEADS SHALL BE INSTALLED IN 1" SCH. 40 PVC CONDUIT. PROVIDE WATERTIGHT
CAULK SEAL & ADEQUATE COIL FOR CONNECT TO PROPOSED EQUIPMENT.
WATERTIGHT ENDCAP (TYP.)
STANDARD PVC UNISTRUT
END-CAP (TYP.)
P1000 UNISTRUT SPACED AS
REQUIRED, SECURE TO STD,
UNISTRUT STRUCTURAL PIPE
CONNECTOR FOR V- BOLTS
SIZED PER NEED
3" Ø SCH40 GALVANIZED STEEL
PIPE MAX @ 72" O.C.
FINISH GRADE
4000 PSI CONCRETE POST
FOOTING, MIN. (TYP.)
6'-0" MAX. SEE PLAN
6"
M
I
N
.
COMPOUND FENCE MATERIALS
1'
-
0
"
6"
6"
4
5
°
1'-0"
3'
-
6
"
12"
6"
FINISH GRADE
1-
1
/
2
"
M
I
N
.
C
L
R
.
3 - STRAND BARBED WIRE AT
FENCE & GATE
CHAIN-LINK FENCE FABRIC
SCALE: NTS
TIE WIRE: MINIMUM 11 GA. GALVANIZED STEEL
AT POSTS AND RAILS A SINGLE WRAP OF
FABRIC TIE AND AT TENSION WIRE BY HOG
RINGS SPACED MAXIMUM 24" INTERVALS.
LINE POST EVERY 10'-0" MAX.
FILL MATERIAL DEPTH VARIES PER
LOCATION. SUBGRADE COMPACTED
TO 95% STANDARD PROCTOR
PROPOSED 20 MIL. LIGHT WEIGHT WOVEN SLIT
FILM POLYPROPYLENE GEOSYNETHIC FABRIC
(500X MIRAFI GEOTEXTILE OR EQUAL)
PROPOSED 6" FINISH LAYER
OF ROLLED #57 STONE
4000 PSI CONCRETE POST
FOOTING, MIN. (TYP.)
CONSTRUCTION
DETAILS-
COMPOUND
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
C-8
RADIO FREQUENCY ENVIORMENT AREA
RADIO FREQUENCY ENVIORMENT AREA
FCC TOWER REGISTRATION NO.
1234567
SITE ID# 000000
VERIFIED 911 STREET ADDRESS
CITY, STATE AND ZIP CODE
FOR 24 HOUR EMERGENCY SERVICE CALL
1-877-788-7011
FOR LEASE INFORMATION CALL
1-800-788-7011
ASR
1234567
CAUTION
NOTICE
WARNING
THIS SITE IS
POSTED &
PROTECTED
BY
RAZOR WIRE
VIOLATORS
WILL BE
PROSECUTED
NO
TRESPASSING
PRIVATE
PROPERTY
AUTHORIZED PERSONNEL ONLY
RED BACKGROUND
W/WHITE LETTERINGWARNING
HARD HATS REQUIRED
WATCH FOR FALLING MATERIAL
WATCH FOR TRIPPING HAZARDS
WATCH FOR UNEVEN SURFACES
IN THE EVENT OF A T-STORM, VACATE THE
COMPOUND.
WHITE BACKGROUND
W/BLACK LETTERING
LT. GRAY W/BLACK
LETTERING
RED BACKGROUND
W/WHITE LETTERING
WHITE BACKGROUND
W/BLACK LETTERING
RED BACKGROUND
W/WHITE LETTERING
WHITE BACKGROUND
W/RED LETTERING
RED BACKGROUND
W/WHITE LETTERING
WHITE BACKGROUND
W/BLACK LETTERING
GREEN BACKGROUND
W/WHITE LETTERING
YELLOW BACKGROUND
W/BLACK LETTERING
WHITE BACKGROUND
W/BLACK LETTERING AND
YELLOW SYMBOL
WHITE BACKGROUND
W/BLACK LETTERING
GENERAL NOTES
18"WIDE x 24" HIGH
(A)NO-TRESSPASSING SIGN
18"WIDE x 24" HIGH
(B)RAZOR-WIRE SIGN
24"WIDE x 18" HIGH
(C)FCC REGISTRATION SIGN
12" WIDE x 18" HIGH
(H)CAUTION-RFE SIGN
10" WIDE x 4" HIGH
(I)ASR SIGN
TO BE MOUNTED NEAR TOWER LEG W/ CLIMBING CABLE.
DO NOT RESTRICT CLIMBING ACCESS.
NOTES
ASR SIGN TO BE MOUNTED
AT TOWER BASE DURING CONSTRUCTION.
NOTES
24" WIDE x 18" HIGH
(D)MARKETING/ ID SIGN
24" WIDE x 18" HIGH
(E)CAUTION - HARD HAT CONSTUCTION
AREA AND TRIPPING HAZARDS
24" WIDE x 18" HIGH
(F)NOTICE-RFE SIGN
SIGN DETAILS
1.THE SITE SHALL ONLY CONTAIN SIGNAGE AS MANDATED BY THE FCC
2.ALL SIGNS TO BE INSTALLED ACCORDING TO DWG SITE SIGNAGE
ADJACENT TO GATES (LEFT OR RIGHT SIDE OF GATE IS ACCEPTABLE, BUT
MUST BE MOUNTED ON GATE SIDE OF COMPOUND, SO AS TO BE
READABLE WITH GATES OPEN OR CLOSED).
3.SIGNS SHALL BE FABRICATED FROM CORROSION RESISTANT PRESSED
METAL, AND PAINTED WITH LONG LASTING UV RESISTANT COATING.
4.SIGNS (EXCEPT WHERE NOTED OTHERWISE) SHALL BE MOUNTED TO THE
TOWER, GATE AND FENCE USING A MIN. OF 9 GAUGE ALUMINUM WIRE,
HOG RINGS (AS UTILIZED IN FENCE INSTALLATIONS) OR BRACKETS WHERE
NECESSARY. BRACKETS SHALL BE OF SIMILAR METAL AS THE STRUCTURE TO
AVOID GALVANIC CORROSION.
5.ADDITIONAL E911 ADDRESS SIGNS ARE REQUIRED AT EACH ACCESS
ROAD GATE LEADING TO THE COMPOUND AS WELL AS ON THE
COMPOUND GATE ITSELF.
6.ADDITIONAL FCC RESTRATION # SIGNS ARE REQUIRED AT EACH
ACCESS ROAD GATE LEADING TO THE COMPOUND AS WELL AS ON THE
COMPOUND GATE ITSELF. SIGN SHALL MEASURE 20" LONG x 4" TALL). THE
LETTERS SHALL BE 1" AND THE NUMBERS SHALL BE 2".
7.CTG TO ORDER AND SHIP SIGNS TO GENERAL CONTRACTOR'S OFFICE.
GENERAL CONTRACTOR TO INSTALL SIGNS.
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
C-9
FOUNDATION, EXCAVATION & GRADING NOTES
1.ALL CUT AND FILL SLOPES SHALL BE 2 : 1 MAXIMUM.
2.ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE
SUBSTANTIALLY
3.HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE
FROM LOOSE MATERIAL AND EXCESS GROUND WATER. DEWATERING
FOR EXCESS GROUND WATER SHALL BE PROVIDED IF REQUIRED.
4.CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC
MATERIAL. IF SOUND SOIL IS NOT REACHED AT THE DESIGNATED
EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED
TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY
COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE
FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE
FOUNDATION.
5.ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH
EITHER MECHANICALLY COMPACTED GRANULAR MATERIAL OR
CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION.
CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE
EXCAVATION. STONE, IF USED, SHALL NOT BE USED AS COMPILING
CONCRETE THICKNESS.
6.AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION
BELOW GRADE, AND 5. BEFORE BACK FILLING, ALL EXCAVATIONS
SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION,
TRASH, DEBRIS, AND SO FORTH.
7.ALL BACKFILLING SHALL (1) USE APPROVED MATERIALS CONSISTING OF
EARTH, LOAM, 6. SANDY CLAYS, SAND AND GRAVEL, OR SOFT SHALE,
(2) BE FREE FROM CLODS OR STONES OVER 2 1/2" MAXIMUM
DIMENSIONS, AND (3) BE PLACED IN LAYERS AND COMPACTED.
8.SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED IN
LAYERS, MAXIMUM 6" 7. DEEP BEFORE COMPACTION. EACH LAYER
SHALL BE SPRINKLED IF REQUIRED AND COMPACTED BY HAND OR
MACHINE TAMPERS TO 95% OF MAXIMUM DENSITY, AT THE OPTIMUM
MOISTURE CONTENT OF ±2% AS DETERMINED BY ASTM DESIGNATION
D-698, UNLESS OTHERWISE APPROVED. SUCH BACK FILL SHALL NOT BE
PLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE.
9.THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE WATER RUNOFF
AND PREVENT 8. WATER FROM STANDING. THE FINAL GRADE SHALL
SLOPE AWAY IN ALL DIRECTIONS FROM THE FOUNDATION AREA (UP TO 1
FOOT OUTSIDE THE FENCE OR GROUND SYSTEM PERIMETER) AND SHALL
BE COVERED WITH A GEOTEXTILE FABRIC MIRAFI 500X OR APPROVED
EQUAL TO PREVENT REOCCURRENCE OF VEGETATIVE GROWTH, AN
THEN SHALL BE COVERED WITH 4" DEEP COMPACTED STONE OR
GRAVEL.
10.THE CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION
CONTROL MEASURES 9. AS REQUIRED BY LOCAL, CITY, COUNTY, AND
STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM
SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN
STREAMS AND DRAINAGE PATHS FROM LEAVING THE CONSTRUCTION
AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE
SEDIMENT BARRIERS, AND CHECK DAMS.
11.FILL PREPARATION: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET
AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND
DELETERIOUS MATERIAL FROM GROUND SURFACE PRIOR TO PLACING
FILLS. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1
VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH
EXISTING SURFACE. WHEN SUBGRADE OR EXISTING GROUND SURFACE
TO 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 TO
REQUIRED DENSITY.
12.REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH
GRAVEL SURFACING IS REMOVED DURING CONSTRUCTION
OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED TO MATCH
EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME
THICKNESS. SURFACES AND GRAVEL SURFACING SHALL BE FREE FROM
CORRUGATIONS AND WAVES. EXISTING GRAVEL SURFACING MAY BE
EXCAVATED SEPARATELY AND REUSED IF INJURIOUS AMOUNTS OF
EARTH, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE
REMOVED PRIOR TO REUSE. FURNISH ALL ADDITIONAL GRAVEL
RESURFACING MATERIAL AS REQUIRED. BEFORE GRAVEL SURFACING IS
REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO REQUIRED
SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL
BE THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL
BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL.
GRAVEL SURFACING MATERIAL SHALL NO BE USED FOR FILLING
DEPRESSIONS IN THE SUBGRADE.
13.PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS
WHERE EQUIPMENT LOADS WILL OPERATE. USE PLANKING OR OTHER
SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT LOADS. REPAIR
ANY DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE
SUCH DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. ENSURE
POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF
CONSTRUCTION.
14.RIPRAP SHALL BE CLEAN, HARD, SOUND, DURABLE, UNIFORM IN
QUALITY, AND FREE OF ANY 14. DETRIMENTAL QUANTITY OF SOFT,
FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED
MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS
SUBSTANCE.
15.REMOVE ALL ORGANICS, ROCKS GREATER THAN 3", UNUSED FILL AND
OTHER DEBRIS TO AN 15. AREA OFF SITE IN A LEGAL MANNER
FOUNDATION, EXCAVATION & GRADING NOTES
18
"
M
I
N
6"
2"
4'-0" MAX.
18
"
M
I
N
FLOW
30
"
M
I
N
28
"
30
"
M
I
N
28
"
WOVEN WIRE
FENCE BACKING
GEOTEXTILE UNDERLINER
COARSE AGGREGATE
N.S.A. R-2(1.5"-3.5")
20' M
I
N
I
M
U
M
50'
M
I
N
I
M
U
M
30' M
I
N
I
M
U
M
EXIST
I
N
G
P
A
V
E
M
E
N
T
6"
M
I
N
I
M
U
M
(WITH PERMANENT VEGETATION)
DISTURBED AREA STABILIZATION
(WITH TEMPORARY SEEDING)
DISTURBED AREA STABILIZATION
Ds3
Ds2
SCALE: NTS
CO-CONSTRUCTION EXIT DETAIL
1.PERIODICALLY DRESS WITH 1.5"-3.5" STONE.
2.MAINTAIN IN A CONDITION THAT WILL PREVENT TRACKING OR
FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY.
3.IMMEDIATELY REMOVE MUD AND DEBRIS TRACKED OR SPILLED
ONTO ROADWAYS.
MAINTENANCE
SCALE: NTS
SFC-SILT FENCE, TYPE-C
FILTER FABRIC MATERIAL
STEEL POST
BURY BOTTOM OF FILTER MATERIAL IN 6" TRENCH
FILTER FABRIC
STEEL POST1.USE 36" DOT APPROVED FABRIC
2.USE STEEL POSTS
NOTES
GRADING NOTES &
DETAILS
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
C-10
EROSION & SEDIMENT CONTROL NOTES
1.COMPOUND SHALL BE RELATIVELY FLAT. CONTRACTOR TO PROVIDE
POSITIVE DRAINAGE.
2.DISTURBED AREAS LEFT IDLE SHALL BE STABILIZED WITH TEMPORARY
VEGETATION AFTER 14 DAYS; AFTER 30 DAYS PERMANENT VEGETATION
SHALL BE ESTABLISHED.
3.PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITIES, THE LIMITS OF
THE DISTURBANCE SHALL BE CLEARLY DEMARCATED WITH STAKES,
RIBBONS, OR OTHER APPROPRIATE MEANS.
4.THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OF
EROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT
DEPOSITS AND EROSION. CONTRACTOR SHALL CALL APPROPRIATE
COUNTY FOR AN INSPECTION OF SOIL EROSION CONTROL MEASURES
PRIOR TO BEGIN GRADING ACTIVITY. ALL SEDIMENT CONTROL WILL BE
MAINTAINED UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTION
AREA HAS BEEN COMPLETELY STABILIZED.
5.THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY
HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE
PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL
PROPOSED DRAINAGE SYSTEMS. ANY DIFFICULTY IN CONTROLLING
EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED
TO THE ENGINEER IMMEDIATELY.
6.EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES IF FULL
IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR
ELECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT
THE SEDIMENT SOURCE.
7.THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT IS
WITHIN 12" OF THE TOP OF THE SILT FENCE.
8.FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL
MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE
JOB SITE UNTIL SUCH MEASURES ARE CORRECTED.
9.ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 7
DAYS SHALL BE STABILIZED WITH SEEDING.
10.CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTER
COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT
GROUND COVER.
11.THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE
INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR
TO, OR CONCURRENT WITH, LAND-SIDTURBING ACTIVITIES.
12.ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND
VEGETATED 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 CHECKED
DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END
OF EACH DAY. ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE
INSPECTION BY THE ISSUING AUTHORITY.
15.A 25' MIN. UNDISTURBED VEGETATION BUFFER ADJ. TO ALL RUNNING
STREAMS AND CREEKS WILL BE LEFT AND MAINTAINED.
16.MAINTENANCE STATEMENT: EROSION CONTROL MEASURES WILL BE
INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN AND REPAIRED BY THE
GENERAL CONTRACTOR.
17.ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF
DEEMED NECESSARY BY ON-SITE INSPECTIONS.
18.CONSTRUCTION EXIT - TO REDUCE OR ELIMINATE THE TRANSPORT OF
MUD FROM THE CONSTRUCTION AREA ONTO PUBLIC RIGHT-OF-WAYS,
STREETS, ALLEYS, SIDEWALKS, OR PARKING AREAS. IMMEDIATELY
REMOVE MUD AND DEBRIS TRACKED OR SPILLED ONTO ROADWAYS.
19.TYPE C SEDIMENT BARRIER - TO PREVENT ANY SEDIMENT CARRIED BY
SHEET FLOW FROM LEAVING THE SITE AND ENTERING NATURAL
DRAINAGE WAYS OR STORM DRAINAGE SYSTEMS.
20.DISTURBED AREA STABILIZATION (TEMPORARY) - TO ESTABLISH A
TEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS ON
DISTURBED AREAS.
21.DISTURBED AREA STABILIZATION (PERMANENT) - TO ESTABLISH A
PERMANENT VEGETATIVE COVER SUCH AS TREES, SHRUBS, VINES,
GRASSES, SOD, OR LEGUMES ON DISTURBED AREAS.
22.DISTURBED AREA DUST CONTROL- TO CONTROL THE SURFACE AND AIR
MOVEMENT OF DUST ON CONSTRUCTION SITES, ROADWAYS, AND
SIMILAR SITES.
A.USE OF SWALES AND/OR DRAINAGE DITCHES FOR PROPER WATER
RUNOFF AS NEEDED.
B.AGGREGATE IS BASED ON STANDARD AASHTO.
C.SLOPE NOT TO EXCEED 1/4" PER FOOT TO MAX. GRADE OF 6" FROM
CENTER OF COMPOUND TO EACH FENCE LINE.
D.SUB-GRADE SHALL BE COMPACTED BY SHEEPS FOOT VIBRATOR OR
RUBBER TIRED ROLLERS WEIGHING AT LEAST EIGHT TONS.
E.FINISHED GRADE SHALL BE COMPACTED BY SMOOTH DRUM VIBRATOR
ROLLERS WEIGHING AT LEST EIGHT TONS. FINISHED GRADE SHALL BE
UNIFORM AND LEVEL.
F.GRADING IS REQUIRED FOR THE PROPOSED CONSTRUCTION.
COMPOUND SHALL BE RELATIVELY FLAT. CONTRACTOR TO PROVIDE
POSITIVE DRAINAGE.
G.DISTURBED AREAS LEFT IDLE SHALL BE STABILIZED WITH TEMPORARY
VEGETATION AFTER 14 DAYS; AFTER 30 DAYS PERMANENT VEGETATION
SHALL BE ESTABLISHED.
H.MAINTENANCE STATEMENT: EROSION CONTROL MEASURES WILL BE
INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN AND REPAIRED BY THE
GENERAL CONTRACTOR.
I.ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF
DEEMED NECESSARY BY ON-SITE INSPECTIONS.
J.CONSTRUCTION EXIT - TO REDUCE OR ELIMINATE THE TRANSPORT OF
MUD FROM THE CONSTRUCTION AREA ONTO PUBLIC
RIGHT-OF-WAYS, STREETS, ALLEYS, SIDEWALKS, OR PARKING AREAS.
IMMEDIATELY REMOVE MUD AND DEBRIS TRACKED OR SPILLED ONTO
ROADWAYS.
K.TYPE C SEDIMENT BARRIER - TO PREVENT ANY SEDIMENT CARRIED BY
SHEET FLOW FROM LEAVING THE SITE AND ENTERING NATURAL
DRAINAGE WAYS OR STORM DRAINAGE SYSTEMS.
L.DISTURBED AREA STABILIZATION (TEMPORARY) - TO ESTABLISH A
TEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS ON
DISTURBED AREAS.
M.DISTURBED AREA STABILIZATION (PERMANENT) - TO ESTABLISH A
PERMANENT VEGETATIVE COVER SUCH AS TREES, SHRUBS, VINES,
GRASSES, SOD, OR LEGUMES ON DISTURBED AREAS. CONTRACTOR TO
INSTALL SOD TO MATCH THE SPECIES USED BY THE UNIVERSITY OF
HOUSTON.
N.DISTURBED AREA DUST CONTROL - TO CONTROL THE SURFACE AND
AIR MOVEMENT OF DUST ON CONSTRUCTION SITES, ROADWAYS, AND
SIMILAR SITES.
EROSION & SEDIMENT CONTROL NOTES
EROSION & SEDIMENT CONTROL COMPOUND
NOTES
GRADING NOTES &
DETAILS
X
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
C-11
GRAPHIC SCALE
NORTH ARROW
W
N
EMP
A&
S
00'
SCALE: 1" = 40'
40'40'
THE PRE-DEVELOPED IMPERVIOUS AREA IS 0 SF AND POST-DEVELOPED IMPERVIOUS
AREA IS 4,295 SF. THE RELATIVELY SMALL (4,295 SF OR 1.66%) INCREASE IN
IMPERVIOUS AREA SHOULD NOT SUBSTANTIALLY PRODUCE AN INCREASE IN RUNOFF
VOLUME OR RUNOFF FLOW RATE. ALLOWING THE RUNOFF TO CONTINUE TO SHEET
FLOW OVER GRAVEL AND EXISTING PREVIOUS SURFACE WILL ALLOW ANY INCREASE
TO INFILTRATE INTO THE GROUND. CALCULATIONS (AT BUILDING PERMIT
APPLICATION) WILL BE PROVIDED TO DEMONSTRATE NO ADVERSE IMPACTS TO THE
EXISTING STORM SYSTEM DOWNSTREAM.
STORM WATER CALCS IMPERVIOUS SURFACE RATIOS/IMPACT TABLE
GRADING &
EROSION
CONTROL
PLAN
SFC
2%
SILT FENCE/LIMITS
OF CONSTRUCTION
9.25'
8.00'
9.25'
9.25'
9.75'
9.25'
2%
1%
FILL VOLUME CALCS
DIRT :(42FT)(40FT)(1.5FT)-CONCRETE SQFT(1.5FT)= 2520- 133.17= 2386.83 CF
-ADD CLEAN DIRT FILL TO ENTIRE SITE AREA TO RAISE SITE 18". INSTALL FILL DIRT & PACK
IN 12" LIFTS TO COMPACTED AT A MIN. OF 98% STANDARD PROCTOR. ALL IMPORTED
FILL SHOULD BE CLEAN SOIL (FREE OF ROOTS & DEBRIS AND SHOULD CONTAIN LESS
THAN 10% BY DRY WEIGHT PASSING #200. DO NOT REUSE ANY EXISTING EXCAVATED
SOILS FOR STRUCTURAL FILL.
GRAVEL:(42FT)(40FT)(0.5FT)-CONCRETE SQFT(0.5FT) + GRAVEL DRIVE@1968 (RAISED
0.5FT)=840-44.39+1968= 2,763.61 CF
-USE ROLLED 6" #57 STONE AS SHOWN ON SHEET C-7
CONCRETE:(TOWER FOUNDATION + 22 CONCRETE POST) @ 2' = 177.56 CF
-TOWER FOUNDATION IS 10' IN DIAMETER= 50.26(2')= 100.52
-FENCE POST (TYP. 20) ARE 12" IN DIAMETER= 31.4(2')=62.8
-POST FOR H-FRAME (TYP. 2) ARE 18" IN DIAMETER=7.12(2')=14.24
-
TOTAL FILL VOLUME =5328 CF
GRAVEL DRIVE/
COMPOUND
FOR FILL VOLUME CALCULATIONS AND
IMPERVIOUS SURFACE RATIOS SEE NOTES AT
THE BOTTOM OF THIS SHEET (C-11)
JURISDICTIONAL
WETLAND
CONCRETE
FOUNDATION
SCALE: NTS
HATCH LEGEND
SCALE: NTS
COMPOUND FILL TYPES
DIRT FILL (1.5' IN DEPTH)
BENEATH GRAVEL
WITHIN COMPOUND
CONCRETE FOUNDATIONS
FOR FENCE POST, H-FRAME
AND TOWER
GRAVEL ACCESS DRIVE AND
GRAVEL OVERLAY FOR
COMPOUND (6" IN DEPTH)
EXISTING TRACT SIZE:259,182 SQ.FT. (5.95 ACRES)
LIMIT OF CONSTRUCTION:4,158 SQ. FT (0.095 ACRES)
EXISTING PERVIOUS/ IMPERVIOUS AREA
TOTAL EXISTING PERVIOUS AREA:259,182 SQFT. (5.95 ACRES)
TOTAL EXISTING IMPERVIOUS AREA:0000 SQFT. (.000 ACRES)
PROPOSED IMPERVIOUS AREA 3,732 SQFT.(0.085 ACRES)
PROPOSED IMPERVIOUS AREA INCREASE:
COMPOUND 1,676 SQFT. (0.04 ACRES)
GRAVEL DRIVE 2,056 SQFT.(0.05 ACRES)
TOTAL PROPOSED PERVIOUS AREA:255,450 SQFT. (5.86 ACRES)
PROPOSED IMPERVIOUS AREA:3,732 SQFT. (0.085 ACRES)
IMPERVIOUS SURFACE AREA (ISR) & PERVIOUS SURFACE AREA (PSR)
PROPOSED ISR: 3,732/ 259,182 = 1.439%
PROPOSED PSR:255,450/ 259,182 =98.560%
FILL VOLUMES BFE = 9'EX. GRADE = 7'MITIGATION= BFE - GRADE = 2'
PROPOSED FILL VOLUME (DIRT): 2386.83 CUBIC FT.
PROPOSED FILL VOLUME (GRAVEL): 2763.61 CUBIC FT.
PROPOSED FILL VOLUME (CONCRETE): 177.56 CUBIC FT.
GRAVEL ACCESS DRIVE
AND GRAVEL OVERLAY
FOR COMPOUND (6" IN
DEPTH)
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
C-12
LANDSCAPING
PLAN
NORTH ARROW
W
N
EMP
A&
S
GENERAL NOTES
00'
SCALE: 1" = 40'
1.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS
AND DISEASE.
2.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID
DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. THE
CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO
UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS
AS A RESULT OF THE LANDSCAPE CONSTRUCTION.
3.THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT (1)
YEAR BEGINNING AT THE DATE OF TOTAL ACCEPTANCE. THE
CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE
OR 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 PROMPTLY
REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE
SAME SPECIES, QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS.
5.STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY
STOCK", LATEST EDITION, REPRESENT GUIDELINE SPECIFICATIONS ONLY
AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT
MATERIAL.
6.ALL BUFFERS AND TREE SAVE AREAS ARE TO BE CLEARLY IDENTIFIED
WITH FLAGGING AND /OR FENCING PRIOR TO COMMENCEMENT OF
ANY LAND DISTURBANCE
6.0'
2"
M
A
X
.
STAY OUTTREE SAVE AREA
1.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 NOTES
SCALE: NTS
TREE PROTECTION DETAIL
GRAPHIC SCALE
SCALE: 1:40
LANDSCAPING PLAN
BRIGHT ORANGE
POLYTHYLENE
LAMINAR FENCE
FABRIC
4'
-
0
"
2'
-
0
"
FENCE LOCATION (LIMITS OF
CRITICAL ROOT ZONE OR AS
SHOWN ON PLANS.
"TREE SAVE AREA"
SIGNAGE EVERY 20'-0"
METAL STAKE
(TYP.)
PROPOSED CANISTER TOWER
40'40'
PROPOSED 6" OF #57
STONE ON GEOSYNTHETIC
FABRIC
PROPOSED 25' LANDSCAPE BUFFER/
TREE PRESERVATION AREA
(SUSTAIN/PROTECT EXISTING TREES)
PROPOSED 6" OF #57
STONE ON GEOSYNTHETIC
FABRIC
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
E-1
ELECTRICAL
NOTES
ELECTRICAL INSTALLATION NOTES
1.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE LOCAL
CODES.
2.CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL
INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED.
3.WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL
COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA.
4.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE
SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA.
5.CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY
RUNGS.
6.EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS),
GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED
WITH 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 WITH
ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE
LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE
CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH
CIRCUIT 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 ENGRAVED
LAMACOID PLASTIC LABELS.
9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO
REMOVE SHARP EDGES.
10.POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR
CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG OR LARGER), 600
V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE
RATED FOR 90 °C (WET AND DRY) OPERATION; LISTED OR LABELED FOR
THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE
SPECIFIED.
11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS
SHALL BE SINGLE CONDUCTOR (#6 AWG OR LARGER), 600 V, OIL
RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED
COPPER CABLE RATED FOR 90 °C (WET AND DRY) OPERATION; LISTED
OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS
OTHERWISE SPECIFIED.
12.POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL
BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 AWG OR LARGER), 600 V,
OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE
RATED FOR 90 °C (WET AND DRY) OPERATION; WITH OUTER JACKET;
LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE
SPECIFIED.
13.ALL POWER AND POWER GROUNDING CONNECTIONS SHALL BE
CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS
AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR
OPERATION AT NO LESS THAN 75°C (90°C IF AVAILABLE).
14.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR
ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND
NEC.
15.ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT
(I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR
LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR
EXPOSED INDOOR LOCATIONS.
16.ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC
TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC,
SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS.
17.GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE
USED FOR OUTDOOR LOCATIONS ABOVE GRADE.
18.RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID
PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN
AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN
REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC.
19.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE
USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR
FLEXIBILITY IS NEEDED.
20.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR
COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED.
SETSCREW FITTINGS ARE NOT ACCEPTABLE.
21.CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR
ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND
NEC.
22.WIREWAYS SHALL BE EPOXY-COATED (GRAY) AND INCLUDE A HINGED
COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT
TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR
NEMA 3R (OR BETTER) OUTDOORS.
23.EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL
BOXES SHALL BE GALVANIZED OR EPOXY-COATED SHEET STEEL, SHALL
MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS,
OR NEMA 3R (OR BETTER) OUTDOORS
24.METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE
GALVANIZED, EPOXY-COATED, OR NON-CORRODING; SHALL MEET OR
EXCEED 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 MEET
OR 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 NECESSARY
AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING
WORK ON THE AC POWER DISTRIBUTION PANELS.
27.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE
BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH
THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST
LIFE AND PROPERTY.
ELECTRICAL INSTALLATION NOTES CONT.GROUNDING GENERAL NOTES
A.ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION,
RADIO, LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE
BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER
BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC AND AT&T
ND-00071.
B.THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING
GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO
PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR
DAMAGE TO THE CONDUIT.
C.METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT
GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH
GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE
FURNISHED AND INSTALLED WITH THE POWER CIRCUITS.
D.CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR
STACKED. BACK-TO-BACK CONNECTIONS ON OPPOSITE SIDES OF THE
GROUND BUS ARE PERMITTED.
E.ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL
NOT BE USED FOR GROUNDING CONNECTIONS.
F.USE OF 90 BENDS IN THE PROTECTION GROUNDING CONDUCTORS
SHALL BE AVOIDED WHEN 45 BENDS CAN BE ADEQUATELY SUPPORTED.
IN ALL CASES, BENDS SHALL BE MADE WITH A MINIMUM BEND RADIUS OF
8 INCHES.
G.ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND
BARS AND THE GROUND RING, SHALL BE #2 AWG SOLID TIN-PLATED
COPPER UNLESS OTHERWISE INDICATED.
H.EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING
CONNECTIONS BELOW GRADE. CONNECTIONS TO ABOVE GRADE
EXTERIOR UNITS SHALL BE MADE WITH EXOTHERMIC WELDS WHERE
PRACTICAL OR WITH 2 HOLE MECHANICAL TYPE BRASS CONNECTORS
WITH STAINLESS STEEL HARDWARE, INCLUDING SET SCREWS.
I.EXOTHERMIC WELDS SHALL BE PERMITTED ON TOWERS ONLY WITH THE
EXPRESS APPROVAL OF THE TOWER MANUFACTURER OR THE
CONTRACTORS STRUCTURAL ENGINEER.
J.ALL WIRE TO WIRE GROUND CONNECTIONS TO THE INTERIOR GROUND
RING SHALL BE FORMED USING HIGH PRESS CRIMPS OR SPLIT BOLT
CONNECTORS WHERE INDICATED IN THE DETAILS.
K.APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE)
SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND
CONNECTIONS.
L.ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A
CORROSION RESISTANT MATERIAL.
M.MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,
FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN
ACCORDANCE WITH THE NEC.
N.BOND ALL METALLIC OBJECTS WITHIN 6 FT OF THE BURIED GROUND RING
WITH # 2 SOLID AWG TIN-PLATED COPPER GROUND CONDUCTOR.
O.GROUND CONDUCTORS USED IN THE FACILITY GROUND AND
LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH
METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,
SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES
THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN
CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS,
NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE
USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., STEEL
CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR
SHALL BE BONDED TO EACH END OF THE METAL CONDUIT WITH LISTED
BONDING FITTINGS.
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
E-2
ELECTRICAL
ONE-LINE
FROM LOCAL UTILITY
200A
200A
200A
"CARRIER"
"CARRIER"
"CARRIER"
GENERAL NOTES
1.ELECTRICAL CONTRACTOR SHALL CONTACT POWER CO. & FIBER CO.
AND VERIFY EXACT ROUTING, SIZING AND CONDITIONS BEFORE
TRENCHING.
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 NOTE
ALL RISER POLE CONDUIT SHALL BE SUPPLIED BY THE OWNER/DEVELOPER
AND MUST BE ON THE JOB SITE. THE OWNER/DEVELOPER SHALL INSTALL
THE BOTTOM JOINT OF GALVANIZED RIGID STEEL CONDUIT AND
POWER COMPANY WILL INSTALL THE TOP TWO (2) JOINTS. THE BOTTOM
JOINT OF CONDUIT AND 90 DEGREE ELBOW SHALL BE INSTALLED BY
THE CONTRACTOR AFTER POWER CO. INSTALLS THE RISER POLE. THE
CONTRACTOR MUST ALSO SUPPLY SIX (6) TWO HOLE RIGID STEEL
STRAPS (2 STRAPS PER 10 FT JOINT) GROUND CLAMP WILL BE PROVIDED
AND INSTALLED BY POWER CO.
MULTI-GANG METER NOTES: EATON MODEL # 1MP6206RRLBC
A.THE SERVICE BOX SHALL BE LOCKABLE WITH PROVISIONS TO ACCEPT
THE 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 UTILITY
SERVICE STANDARDS.
SCALE: NTS
ONE-LINE DIAGRAM
INSTALL NAME PLATE WITH 3/8" MINIMUM
HEIGHT LETTERS ON METER SOCKETCONDUCTORS SIZED PER UTILITY COMPANY
REQUIREMENTS AND LENGTH OF FINAL RUN
TO SOURCE OF SERVICE. THE CONTRACTOR
SHALL SUPPLY AND INSTALL THE
WEATHER-HEAD IF REQUIRED.
STEP DOWN TRANSFORMER BY LOCAL UTILITY 120/208V, SINGLE
PHASE, 3 WIRE, 60 HZ. VERIFY LOCATION WITH SERVICE
PROVIDER. MOUNTED ON POLE OVERHEAD.
2 SETS OF (3)#350KCMIL IN 2" CONDUIT
PARALLEL RUNS
PROVIDE SERVICE ENTRANCE GROUND ROD
WITH INSPECTION WELL IN ACCORDANCE WITH
NEC 250 AND LOCAL UTILITY REQUIREMENTS
800AMP 4-GANG METER PANEL INSTALLED
BY CONTRACTOR. COORDINATE WITH
UTILITY COMPANY FOR MANUFACTURER
AND MODEL. SEE MULTI-GANG METER
NOTES FOR SPECIFICATION (OR
EQ./SIMILAR)
TO CARRIER LEASE AREA
200A "CARRIER"
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
E-3
GROUNDING
PLAN
NORTH ARROW
W
N
EMP
A&
S
KEYED NOTES
00'
SCALE: 1" = 10'
GRAPHIC SCALE
GRAPHIC LEGEND
EXOTHERMIC WELD
5/8" X 10' COPPER CLAD GROUND ELECTRODE
MECHANICAL CONNECTION
5/8" X 10' COPPER CLAD GROUND ELECTRODE W/ INSPECTION WELL
10'10'
1.#2 AWG BARE TINNED SOLID COPPER EQUIPMENT GROUND RING
BURIED 30" BELOW GRADE OR 6" BELOW FROST LINE(WHICHEVER IS
GREATER, TYP.) ALL GROUND LEADS CONNECTED TO RING SHALL BE
#2 AWG BARE TINNED SOLID COPPER.
2.BOND EACH TOWER GROUND TEST WELL AROUND THE TOWER TO
GROUND STABS ON TOWER AT 48" ABOVE FINISHED GRADE (TYP. 3)
3.PROPOSED 5/8" X 10'-0 LONG COPPER CLAD STEEL GROUND
RODS (TYP.)
4.PROPOSED INSPECTION WELL (TYP.)
5.BOND H-FRAME TO GROUND RING WITH CADWELD CONNECTION
(TYP. 2)
6.PROVIDE A #1/ 0 AWG SOLID BARE TINNED COPPER CONDUCTOR
FROM GROUNDING LUG IN PROPOSED UTILITY METER AND BOND TO
SERVICE 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 CADWELD
CONNECTIONS (TYP.).
9.BOND FENCE & GATE POSTS TO GROUND RING WITH CADWELD
CONNECTIONS (TYP.).
10.BOND EVERY CORNER POST TO CLOSEST GROUND RING WITH
CADWELD CONNECTIONS. GROUND TEST WELLS ARE TO BE PLACED
DIAGONAL FROM FENCE. THEY ARE TO BE APPROXIMATELY 1' OFF
CORNERS OF THE COMPOUND (TYP. 2)
**GENERAL CONTRACTOR TO PERFORM GROUND MEG TEST PRIOR TO 48
HOUR RAIN BEFORE CLOSING TRENCHES. NED TO BE 5 OHMS OR BELOW.
CONTACT CONSTRUCTION MANAGER IF HIGHER THAN 5 OHMS**
1
2
3
4
5
7
6
8
9
10
PROJECT:
SITE DEVELOPMENT
DESIGNER: MGD
CHECKED:MGD
JOB #:20KCG_NNC-0017
NO.DATE DESCRIPTION
LOCATION:
0 9/12/25 FINAL
THE CAPE BLVD.
613 VALLEY BROOK RD,
WILMINGTON, NC 28412
CTG-NC 0010081
34.072992 , -77.901794
NEAREST ADDRESS:
1 9/04/25 DESIGN UPDATES
P. MARSHALL & ASSOCIATES
2 11/19/25 DESIGN UPDATES
3 12/02/25 T-1 REVISION
4 03/11/26 REVISED LOGO
5 03/25/26 REVISED ADDRESS
E-4
ELECTRICAL
DETAILS
SCALE: NTS
GROUND ROD INSPECTION WELL
36
"
12
"
6"
B
E
L
O
W
F
R
O
S
T
LI
N
E
/
3
0
"
M
I
N
.
COPPER CLAD STEEL GROUND
ROD 5/8"x 10'-0" LONG
4" -6" LOOSE CRUSHED GRAVEL BELOW
WELD. WELD SHALL REMAIN VISIBLE.
1" WIDE SLOT CUT SMOOTH
FOR GROUND RING. EXTEND
NOTCH 2" ABOVE
CONDUCTOR
CONTINUOUS GROUND
RING #2 AWG BARE TINNED
SOLID COPPER WIRE
CADWELD ROD GROUND
CONNECTION TO GROUND RING
REMOVABLE COVER
#2 AWG BARE TINNED SOLID
COPPER WIRE TEST LOOP.
CADWELD TO GROUND RING
(TYP.)
SCH. 40 PVC 8" DIAMETER
FINISH GRADE
GRADE
SCALE: NTS
GROUND ROD DETAIL
6"
B
E
L
O
W
F
R
O
S
T
LI
N
E
/
3
0
"
M
I
N
.
COPPER CLAD STEEL GROUND
ROD 5/8"x 10'-0" LONG
CONTINUOUS GROUND
RING #2 AWG BARE
TINNED SOLID COPPER
WIRE
CADWELD EXOTHERMIC
WELD CONNECTION
FINISH GRADE
ANGLED ROD ACCEPTABLE, ONLY
IF, ROD CAN NOT BE DRIVEN
VERTICAL DUE TO OBSTRUCTIONS
OR BEDROCK IS ENCOUNTERED.
30°
GRADE
BURIED, NOT DRIVEN.
REPRESENTS THE MAX. TILT
ANGLE OF GROUND ROD.
1.ONE TEST WELL SHALL BE PROVIDED BETWEEN THE TOWER GROUND
LOOP AND THE EQUIPMENT GROUND LOOP
NOTES
SCALE: NTS
FINISH GRADE/SURFACE
1.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. VERIFY
FINAL REQUIREMENTS WITH LOCAL UTILITY COMPANY.
4.INSTALL RED ELECTRICAL WARNING TAPE THE ENTIRE LENGTH OF THE
TRENCH
NOTES
30
"
(
P
O
W
E
R
)
24
"
(
F
I
B
E
R
)
>6
"
M
I
N
.
B
E
L
O
W
FR
O
S
T
L
I
N
E
4"
T
Y
P
.
CO
V
E
R
6"SAND BED
UNDERGROUND CONDUIT.
SEE PLAN FOR QUANTITY
COMPACTED BACKFILL.
(FREE OF DEBRIS)
6" UTILITY WARNING TAPE.
BURIED 12" BELOW GRADE12
"
UNDISTURBED SOIL
UNDERGROUND CONDUIT TRENCH
GRADE
SCALE: NTS
UNDERGROUND CONDUIT STUB-UP
12
"
FINISH GRADE
36
"
>
6
"
M
I
N
.
BE
L
O
W
F
R
O
S
T
L
I
N
E
RIGID NON-METALLIC CONDUIT
COUPLING, AS APPICABLE.
*CAP IF NOT IN USE TO MAKE
WATER TIGHT W/ CONDUIT
MALE SCREW COVER WITH
TEFLON LUBRICANT
RIGID NON-METALLIC
CONDUIT. PROVIDE SCH.
80 PVC OR EQUAL.
PVC ADAPTOR
PVC SCH. 40 SIZE AS
SHOWN ON LAYOUT
TOP OF PAD
6"
M
I
N
.
1.PROVIDE RGS CONDUIT AND ELBOWS AT STUB-UP LOCATIONS
NOTES
SCALE: NTS
FENCE GROUNDING
CONTINUOUS GROUND
RING #2 AWG BCW
CADWELD CONNECTION
#2 AWG BCW
FENCE POST LEAD
CADWELD CONNECTION