20160054 Ver 1_CAMA Application_20160112

Coastal Management
ENVIRONMENTAL QUALITY
MEMORANDUM.
TO:
FROM
SUBJECT:
Applicant:
Project Location:
Proposed Project:
PAT MCCRORY
Governor
2 0 1 6 0 0 5 4 DONALD R. VAN DER VAART
Screwy
January 4, 2016
Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
BRAXTON DAVIS
Direnor
JAN 12 2016
Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coatsa)-ncdenrpov
Fax: [phone] (Courier 04-16-33)
CAMA Application Review
Duke Energy Progress, LLC c% Kenneth Brooks
Parcel No. 2510021, Caswell Beach Road, adjacent to the Atlantic
Ocean, in Caswell Beach, Brunswick County
construction of an 80 ft. self -supported communication tower with
associated concrete and fencing
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by January 28, 2016. If you
have any questions regarding the proposed project, contact Tara MacPherson at [phone]
when appropriate, in-depth comments with supporting data is requested.
REPLY:
SIGNED
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
DATE
Nothing Compares
State ofNmth Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF (COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Duke Energy Progress, LLC
2. LOCATION OF PROJECT SITE: Project site is located on Caswell Beach Road (Parcel No.
251IA021) in Caswell Beach, Brunswick County.
Photo Index- 2006: 8-6170 Q-18 2000: 8-77 P-18 1998: 6-117 P-3
State Plane Coordinates - X: 2286853 Y: 55148
Lat: 33°53'51.92"N Long: 78'03'16.90"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit —12/3/15
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received —10/30/15 Complete - 12/16/15
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Caswell Beach
Land Classification From LUP - Industrial
(B) AEC(s) Involved: OH- OEA
(C) Water Dependent: No
'(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Municipal
Planned - N/A
(F) Type of Structures: Existing — Metal building, microwave tower and concrete
foundation
Planned - Install new communication tower
(G) Estimated Rate of Erosion: 2 ft./yr.
Source - LTAASCR 2011 Update
7. HABITAT DESCRIPTION: [AREA]
TIP Pn(W T) FTT .T .F.T) OTHER
(A) Vegetated Wetlands
§404 wetlands
(B) Non -Vegetated Wetlands
Other — High ground
2,000 sq. ft.
(D) Total Area Disturbed: 2,000 sq. ft. (0.05 acres)
(E) Primary Nursery Area: n/a
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to construct an80 ft. self -supported
communication tower with associated concrete and fencing.

Page Two
9. PROJECT DESCRIPTION
The project site is located on Caswell Beach Road (Parcel No. 2511A021)) in Caswell Beach, NC. The
project area is located near the Atlantic Ocean, within the Town of Caswell Beach, in Brunswick County.
To find the project site, travel south on US Highway 17 to NC Highway 133 South. Travel approximately
22 miles south on NC -133 to Dosher Cutoff SE/ NC- I33.Turn onto Dosher Cutoff and then turn right at
Southport -Supply Rd. SE/ NC -133. Travel approximately 0.8 mile andfurn left onto NC -133. Travel on
NC -133 to the Oak Island Island bridge and continue straight to Caswell Beach through the stoplight.
Travel approximately 1.5 miles to the subject property which will be on the left. There is a locked:gate at
the entrance, contact Mr. Dale Brooks for access (704-868-6302).
The lot has a total area of approximately 207 acres, but the project area is directly adjacent to Caswell
Beach Road in the Ocean Erodible AEC. The project site area is vegetated primarily with domestic
grasses and shrubs. The site is the Caswell Beach pumping station for Duke -Energy Progress, LLC and
consists of an Ocean Discharge Pump Structure, the Caswell Beach Power Electrical Switch gear and
Control House and the Caswell Beach Substation. According to the applicant, the property has an
approximate elevation of 9 feet above mean sea level. The static line is located approximately 335 ft.
oceanward of the proposed tower location. The property has a perimeter fence around an existing metal
building and meteorological equipment tower (MET) tower with concrete foundation.
The long term erosion rate for this portion of Oak Island is 2 feet per year. The 100 -year storm recession
line for this area is 300 feet, creating a total Ocean Erodible AEC of 420 feet. The proposed
communication tower is within the Ocean Erodible Area of Environmental Concern (AEC). Setbacks in
this portion of Caswell beach are measured from a static or fixed. vegetation line, unless the actual first
line of stable, natural vegetation is more restrictive. This static vegetation line represents the first line of
stable, natural vegetation that existed prior to the large-scale spoil deposition project. The vegetation line
used for Oak Island is based on the 1998 vegetation line, as described in NCAC 07H .0305(a)(6). The
actual first line of stable, natural vegetation is located oceanward of the surveyed static vegetation line.
The waters of the Atlantic Ocean in the vicinity of the project area are classified SB by the North Carolina
Division of Water Resources. The area is not designated as a Primary Nursery area by the North Carolina
Division of Marine Fisheries.
PROPOSED PROJECT:
The applicant proposes to construct an 80 ft. self -supported communication tower with associated
concrete and fencing near the existing MET tower (see sheets C-1— C-4). The total proposed impervious
area is 200 sq. ft. According to the applicant, approximately 2000 sq. ft. of high ground will be disturbed
for construction. The application states that the existing communication tower will remain in place to
collect data for the next year:
10. ANTICIPATED IMPACTS:
The project would result in covering approximately 200 sq. ft. of high ground with impervious surface
and disturbing approximately 2,000 sq. ft. of high ground with grading and fill. According to the
applicant, the development would result in .0001 % of built -upon area on the entire tract. The proposed
development would be located within the Ocean Erodible AEC landward of the applicable development
setback.
Submitted by: Tara MacPherson Date: December 319 2015 Office: Wilmington

Parcel Information from Brunswick County
RECEIVED
DCM WILMINGTON, NC
DEC 1A32Ol5

Brunswick MW Tower Replacement Project Charter
1,1
Project Overview.
Replacement of the existing microwave radio system between Brunswick Plant and
Caswell Beach Pumping Station. This project will include a new microwave tower to be
located near the existing. BN,P Met Tower. A new tower at Caswell Beach will be
constructed and the existing tower taken down. The existing tower at the Brunswick
Plant will continue to stand for one year after the construction of the new tower. The
existing tower has metoralogi.cial equipment located on it that will continue to collect data
for the next year.
Background.
The Caswell Beach Pumping Station consists of an Ocean Discharge Pump Structure,
the Caswell Beach Power Electrical Switchgear and Control House and the Caswell
Beach Substation. Communication to Caswell Beach consists of a microwave radio unit
with equipment mounted on a tower at the pumping station and on a tower at the
meteorological equipment tower (MET) station at the site. The receiver at the pumping
station is connected to an analog channel bank multiplexor (MUX) from which a four wire
circuit extends to the pump cabinets for supervisory control. The existing Microwave
Radio System and Transport Equipment is obsolete. Some replacement parts are no
longer available, and the prolonged exposure to salt air has resulted in significant
corrosion for most of the radio equipment. The radio and tranport system needs to be
replaced with the Duke system standard for microwave radio systems with digital MUX
boxes. Both towers have been reviewed structurally and are considered overload.
1,1 Project Goals and Objectives.
_�FY\��xt.':'S �,a Y�.t.-_ ss...vh ax? K� � c � „..F2_ . �__
•i3?s�..� 4 a...x...7. � : _' : �. �:4.T,.� $ .. E�-%.h",: .. 'S'r"� n. �" _ 6:F. .......u. 1L .. ; AE .�{.;. ..\4: ti�?v\ - ::F.. F,.:
o Improve tower
o Construct new 80' self support tower at Caswell Beach
infastructure
© Take down existing towers
® Update radio system
o Remove old radios at BNP and Caswell Beach and
replace with the current Duke Energy system standard for
microwave radio systems
© Replace existing dish antennas with the current Duke
Energy system standard for microwave radio systems
12/1/2015 Duke Energy Proprietary Page 3 of 6

Brunswick MW Tower Replacement Project Charter
1.2 Project Assumptions -and Constrraiintss —
..;5*
Existing MET tower will not be taken down as part of this project
Meterlogical equipment will not be moved from the exisiting MET tower as part of this
project
o Nuclear Engineering Change will be approved by BNP to start construction of new
towers
Securing FAA/FCC approvals and other juris.dicational and environmental permit
Availability of resources to complete project. (Contractor, material and internal.)
Burnswick plant outage scheduled for 2/27/2016 — 3/23/2016
0
2.1 In Sdope
Design and Installation of a new 360' guy tower near the existing MET tower located at the
Brunswick Nuclear Plant
Design and Installation of a new 80' self support tower at the Caswell Beach pumping
station.
Design and Installation of a 9500 MPR radio system at both Caswell Beach and BNP
locations
Removal of old microwave equipment at both Caswell Beach and BNP locations
Install new microwave dish antenna and associated cables and brackets at both Caswell
Beach and BNP
Configure, connect, trun up and test new microwave radio system
Relocated other telecom antennas and associated equipment for the existing MET tower to
the new 360' tower at BNP
2.2 Findings
Tower Engineering Professionals (TEP) was contracted to perform this work and it
resulted in the following:
0 Both Towers are overloaded
Caswell Beach is 118.8% overloaded but can be corrected by adding
reinforcement
U Brunswick MW is 198.8% overloaded and must be replaced
G Contributing factors are the move to a solid dish design and a more
stringent building codeR. y... }_M
u ��.1
12/1/2015 Duke Energy Proprietary oage,4 of 6

Brunswick MW Tower Replacement Project Charter
2.3 Systems
2.4 Alternatives Considered
Alternative Considered
Ntl:�i
Upgrade towers instead of replacing
U
^.
11/21/14
s.1
iy . , N f,
r���i
2/13/15
Build Stage
5/1/15
MW — BNP to Caswell Beach Pumpin Station
5/4/15
Deploy Stage
M10. 6
MW BNP to Prospect
Duke Corporate Voice & Data
0
—
Network
900 MHz Trunked Radio System
Wide Area - Dispatch Radio System
.Fs
Siren Controller 450
Siren System
Voice communications for EP in and
EP Repeater
IBM
around plant
f�
Paging VHF (Supports Plant)
Paging of plant employees
Meteorological Hardware (NOT
Weather - regulatory requirements
RADIO SERVICE)
2.4 Alternatives Considered
Alternative Considered
Comments
Upgrade towers instead of replacing
Little documentation is on file regarding the
foundations of the towers to make accurate
up rade recommendations
11/21/14
Design Stage
3.0 1 Milestone/Gate Schedule
RE:CEiV
uCM WILMINGTON, A1C;
DEC 1 06 2015
12/1/2015 Duke Energy Proprietary Page 5 of 6
Plan Stage
4/11/14
Analyze Stage
11/21/14
Design Stage
2/13/15
Build Stage
5/1/15
Test Stage
5/4/15
Deploy Stage
5/4/15
Close Sta a
12/31/15
RE:CEiV
uCM WILMINGTON, A1C;
DEC 1 06 2015
12/1/2015 Duke Energy Proprietary Page 5 of 6

1fliFPLIGATIoN -for
Fort� hAP 1 (Page 3 of 4}
m,DG
a}pr C7eveiopment Permit
[]Yes; ®M1io
m (i}' Are thele wetlands on the'sita?
[]Yes. OW
(ii) Are.ihere coastal wetlands.on the site_ ?
(iii)df yenta either (t) -or above, has a delinea#ion been cAnducted
[1Yes omo
.
(Aftdchdocutr+erriatrvn,ffaya�7able),
n Describe existing vgastewatertreatmerrtfacildies;
city o camell':
a. ,Describe existing driri>ung uvat2r suppiy-source.
Town of Caswell; Beach
.
p i)'escr>be. ewsbng §tomo water,management-ortreatmQnf systems.
-
NA
a'- d li
a_ Utifli the project tae fol commeYciai publlei or private uses
IDCpO mmerciai �RubliclGouemmerrt
®. rnatelGommun�ty
fon ou ' one, use.; and dal o eratiansaf the:pra�ectwhen Complete
b. Gve:a brief descnpfl p rp P
Sfl faot'Communieations lower for :Brtanswick tiaclearlcrowave site
Resenbe the proposed construction rnethodaiagy Types of construction equiprnomtot a users funng construetion;`the number of eacfi type'
e.
of equipment.arid v!Ihere or@d
1='crane_td be stored on site
'
d. List all tleveiopment act<vrties;you �"ropose '
e. ,4Ye the proposed activities maintenance of an ecisbng peotect, now work, or"both?
Gonstruct«on ofinetat ttiv�er
.'
f. What is tiie approximate fatal disturbed land aYea *u" from,the proposed protect?
2044 .sgft ®S.q• aY [(Acres
g. Will the proposed prosect encroach i&n'any puti(o easement, public accessri ay or other area.
=jYes : i�Na. 1]NA
.fhat,the public has; estabfcshed use of?
li. Descries location and type of existing -and proposed discharbes io!nta#ers of the state:
,
'none
i..Wiil wastewater or s#onnwater be discharged in#o a wetia€rd?
(]Yes �Ho ❑#drA
if yes; will this discharged wa#erbg ofithe same saUnrty>as.#he recennng water?
Oyes' ®NoiVA .
j. 1s there -any mi#igatian propesed? . .' '_
Yes o
L7Ye nisi CIA
.
Ff yes,'aftacfi a rnttigation proposal:.. ..
GFOlrrrt t ontinUeS CAtI back
4E § IV
1N
a. i C.
- "�"T:-''s'r^:3a2r •sa'd a0i%,a ` qJt£
O y`4 C 1 2015

!n addifion to this camplpeed appitcation form (MP '1) the folTofa+rng rtetns 6eTow� rf appUaaFile must a su m rn o o _
;3aokage to be complete items (p% (f% are a�nrays apprcabletcs anymaldr deVelopmantapp6cahon Please carTsult fhe applrcafion
rnslrc►ctran bookTef on hoi�z fa properly prepare the regvrred items tie(ai sr
b. An aceura#e; dated work pkat {including frlan view and cross sectional drawings) drawn.to scale:.. Please giVe the pmserit status of the
proposed:project. "Is,any portion already complete? if p' reviousiy'authbnzed wiork, clea(iy"indica4e on maps plats; drawrngs:fo distinguish.
6etwean.work coriipleted 'and proposed ;
c A §rte or tocabon map that is suf6aengty detailed to guide ageitcy.pwsonnel unfamdiar_wzthh the area to the sYie .
d. A'copy of th'e deed (with siateapp4rction only) or other instrument undec vahh"sch the applicant"claims title to;the affected propestses
e. The appropriate application fee Check or money order made"payable to DEPlR.
€. A list of the names and complete addresses of this adlacentmaterfront (riparian) landowners and?sgned"return receipts as proof that such:
oirmers have received a copy of the application;and plats.ky ceriifred, marl. -Such landowners must ba advised that they have;3Q days {n.
winch to submit comments on t#re pzropused projeci"ta the pivision of GoastaiiVlahagernent.
`Name Town of Easwelt Beach
Phone No
- Address 13tT0 CaselF Beach ltd Caswell Beach, NC2�465 _ _
Name "Guy R Deacarluecr " -
'Phone`No
Address,55fl5"Orchard Hril.Dr Raleigfi; NC 276.13 ,
Name Qcaangrseis HCA Friona Na
4ddress PO Box 335 Oak tslar�d� t1lC!213465 -; - __
g,A list of previous state or federal permits issued for work ori i{te project Tract. include permrt numbers perrinittee, artdzssuIng dales.
NEPA, SHPOandTH .0 Notreceived .
":Duke Energy Progress LLG
h" Signed consuiiant or`agen%aesthonzation form, r€appheab{e,
i Wetland detineatlont necessary
!Asignsd",4EC hazard notice forpro)ects in oceariiiont"and inletareas. (AAusfbesrgned bMopeefy owner)
k A statement of compliance with tt ieAC. Errvzranrnental PolrcyAbt (N C G S.:193A 1 1 Bj if necessary- {f the project invokes'expeijoore
ragrnental
ofpub{fa funds or use of public lands attach a sfaternenYdocumeniing compliance wiiti the Nortfi Carolina EnviP�ticy Act... `.
t�a�&aatac�e��a� �er��dt;��a�r ops
l unclersiariditiat any permit Issued in response to #hiS appitcaticn will allow.only the development deson6ed m the application,
The"pro)ect.wrll ISe"sub)eGto^the corrcli'trons and resiiiciioris contained Tri the•permit
1 `certify That 1.
aim, to=grant, and tlo in favi grant permission ta�representafives'af stale and fedal al review agencies to
enter an the aforerrienfioned lands
nod
`with eyaluking' irriortnahon' related la this perm -It appjlcation grid fotloW-clp
Mori to - :' of the project
I furthar per`fil 'thatthe inforruation provldeclIn this appllcation�is;irut}iful to Ah
`my IQiowledgs. "
Date 71-18-2iJ15 Ptlnf Name "_Dale Brooks_
Signature
Please intlieate apgleatronttachmerrts periarfing to'your proposed pro)ecf,.
®QCM IViP 2 Excavafion.arid Filldrifortilafiori DOOM MP=B* Udgesand Cdlverts
®DCM IVIP-3 Upland Davelopment; _
pDCM. MP 4 Strucfittres itnfi riiiMon' - '
DCIM 11V l �.IVi l NG u �; {',I
.b 2015
....52-8Olin':- 20S- 1.883 4ii'+C'6 AS11:i L"_P'•,iii.nic.c'­lsl_'.'r"s. �€ba;A n a �J', 5F',,-ril r, all ..

Form Oct RIP
U L NP: L.'
(C.Qz�ttmctiout and/aw a
Attanh 'ihjs form<to Join€ Applica#ton toe CAMA "Majcir Perrhit, Form`.bbM
0 1. da sure to:eoniplefe" al! outer sections o#the Joint
ApphcaUon that e(ateto;thls proposed project ..Please include supplemenfaf information: "
%E�d��1� DE�EC
a Type antl number of buildings, facild�es, "unds or shuctures '.
b Numger of'lots orparcelS..,.:.
,proposed
is
c i3esdy (give`the number of resdetrtra! unds anrt:the unds "per
d Sae of area to be graded, filled qr disttcrbed Encfding roads; -
were)
dh6hes, etc
20047' f#"
e !f the proposV d prolec€`wil! dlsturtr more than one acre of land the
f LJst the ma#elrals (such as Cnati, paver'stone, asphalt, or concrete) -
L3wisfon of land Resources mustrecetve'an erosrot and
tube usedfior impervous.surFaces
sedimentation control plan at least 30 days befgre land-disturt�rng
Concrete
activity begins .
ft)' "If applicable izas a sedimentatron and;erosEott centro! plan been
subrnitted to the: P vlsian ofUn-d Resources?
oyes ' EI ®iUA
f7lf.yes; lisfith&A" .submdted
g Give tL.he percentage of the tragtwithm the' coastal shoreline ASC to..:
h: Proleots thaf require a CAMA-tVlalor DeyelapnienfiPermit may also
be covered by impervious and7orbuilt-upon surtaces; such as .- ':, .
reju�re a Stormwater Gert�fcat(an
pavement building rooftops, orae be used for vehicular driveways :"
or jsarking
(i) ;Has a Q development plait been. submided-to the 4lvision.0
" _.:
ate 1 �rArevi ewr
__. .
Give the percentage ofthe entire; tract to tie eouered by irtlpt {utous. ' -
(iij it yes, list the date:submdted
and/or butt upon"surfaces such:as pavement,,buiI'd n9 rooftops,
or ta'be usbd for vehiaylar dmreways"or parking . ,:.
D47€?1
1 Descnbe proposed method of sevrage disposal.:; ;
Ic. Have the faerldiesi descnbed t r ttem (�) received state or focal
Town of Caswell :.
approval?. '
if'jes, attaet approp¢iate documerdafion.
I OesenbLL e kocat on and ;type of proposed discharges fo watem of the' :
m s aes the proposetl project inch d`e"an innovative stormwater
state (e g , surface runoff sanitary wastewa#er, industnal/ ' `
design?
commercial eftiuent °wash down" and residential discharges):
[lyes
0
df yes arta n.
cti apporopriate docymentafio
REC
l
D ' l W11MiNGT0
. .rpvbq�--d. X2Pii�J2e`V..,
/�9y y.
YtiS'"`^�b$9ta ..xx 12/2"6

I LTJ 1 FI 11 NO 11
Mr)T9=C.
1. This plan was prepared without the benefit of a
report of title.
2. This plan does not represent an ALTA/ACSM Land
Title survey.
3. The basis of the bearings and coordinates. for this
plan is the North Carolina State Plane Coordinate
System, North American Datum (NCSPCS/NAD 83)
based on differential GPS observations performed on
January 8, 2015 and tied to the National CORS system
via the OPUS utility and expressed in US Survey Feet.
4. Vertical information shown, based on the North
American Vertical Datum of 1988 (NAVD '88) in US
Survey Feet.
5. Property lines are drawn from monumentation found
at property corners and information found in Deed
Book 308, Page 988, & Deed Book 348, Page 497 of
the Brunswick County Register of Deeds records.
6. All distances are ground unless otherwise noted.
7. This property is located in flood zone "AE", areas
determined to be inside 1% chance of annual flood.
(FEMA Community Panel # 3720208500J, effective June
02, 2006).
8. Property Information:
Duke Energy Progress INC.
Caswell Beach Road
Caswell Beach, NC 28465
II 1A CERTIFICATE II
LATITUDE: N 33° 53'51.440" (NAD ' 27)
LONGITUDE: W 78° 03'19.862" (NAD ' 27)
LATITUDE: N 33° 53'52.067" (NAD'83)
LONGITUDE: W 78° 03'18.830" (NAD'83)
GROUND ELEV. (AMSL): 113± (NAVD '88)
SffE SURVEY
SCALE: 1" = 200'
LEGEND
CURVE It
PROPERTY LINE
v ® m
ADJOINERS PROPERTY LINE
CHORD
(NOT SURVEYED)
CQh
EXISTING UTILITY POLE
®T
EXISTING TELCO PEDESTAL
0° IRF
Yz" IRON REBAR (FOUND)
O° IRS
)z" IRON REBAR (SET)
O IPF
1" IRON PIPE (FOUND)
6 GUY
GUY (ANCHOR) -
®ECM
EXISTING CONCRETE
S78'21'28"E
MONUMENT
L7(TIE)
PROPERTY CORNER
°
O
(CALCULATED)
�7-
EDGE OF PAVEMENT
---OHW---
OVERHEAD WIRE
---R/W---
RIGHT-OF-WAY
X -
CHAIN LINK FENCE
�^
EXISTING TREE LINE
I
n
EXISTING UTILITY
EASEMENT
N 64'15'07"W
154.05'
MAGNETIC
DECLINATI
09'08'
CURVE TABLE
CURVE It
LENGTH
RADIUS
DELTA
CHORD
BEARING
C1
415.22'
1560.40'
015'14'47"
414.00'
N71'09'01"W
CONVERGENCE
ANGLE
+0'32'43.05"
DUKE ENERGY PROGRESS INC
LINE TABLE
PARCEL 251IA021
0
DB 3411 PC 478
of
DB 308 PC 988
v
EXISTING POND
SEE INSET A
.CENTERLINE
PROPOSED TOWER-'
N 55,158.40
c 'E 2 286,739.67
EXISTING TOWERNAD Ba -
.mak;
ER
i X
V
.EXISTING FENCE
- -> �-¢sa.•i�, }� �$��� �� ly�PROPOSED FENCE`
INSET A
A OF DEED,
RLAP,'\
31422 PG 702
& DB 30
N
THE TOWN OF CASWELL
ice ' PARCEL 251 NAO5
PC
I
I
N/F
STATE OF NORTH CAROLINA 0
CASWELL BEACH COAST GUARD
STATION
PARCEL 251GAOOI
DB 918 PG 279
/ 9
DB 1422
BUILDING �\\
TYP. ✓�
a
S7871'4p"E v
o
W\� N78•5 �.. NF
120"ry . • • TOWN OF CASWELL BEACZ
PARCEL 25fIAO2105
_ _
CAS�eL� UEFA _ R/W _ 935.04 DB2952 =C 1197
X60 p (je ROAD
k1c W) 0VCSR 1100 R/W _
J R/W _
IRF SOUTH 11'44'40" WEST A
DISTANCE OF 0.95 FT. FROM
DEED CORNER
N/F
LINE TABLE
LINE #
BEARING DISTANCE
L1
N13'27'07"W
82.19'
L2
N08'40'01"W
16.93'
L3
N77'58'12"W
67.16'
L4
St 1'44'40"W
-75.57'
L5
S11'44'40"W
15.00'
L6(TIE)
S78'21'28"E
9.17'
L7(TIE)
S78'15'20"E
55.00'
L8(TIE)
S78 -15'20"E
110.00'
I
I
N/F
STATE OF NORTH CAROLINA 0
CASWELL BEACH COAST GUARD
STATION
PARCEL 251GAOOI
DB 918 PG 279
/ 9
DB 1422
BUILDING �\\
TYP. ✓�
a
S7871'4p"E v
o
W\� N78•5 �.. NF
120"ry . • • TOWN OF CASWELL BEACZ
PARCEL 25fIAO2105
_ _
CAS�eL� UEFA _ R/W _ 935.04 DB2952 =C 1197
X60 p (je ROAD
k1c W) 0VCSR 1100 R/W _
J R/W _
IRF SOUTH 11'44'40" WEST A
DISTANCE OF 0.95 FT. FROM
DEED CORNER
N/F
PREPARED' FOR:
dei E.
DUK
E N ERGY.
410 S. WILMINGTON STREET
RALEIGH, NC 27601
[phone]
PROJECT INFORMATION: I
CASWELL BEACH
INC -1014
I CASWELL BEACH ROAD I
CASWELL BEACH, NC 28465
(BRUNSWICK COUNTY)
PREPARED BY.
{
TOWER ENGINEERING PROFESSIONALS
q 326 TRYON ROAD
RALEIGH, NC 27603-5263
[phone]
NC LICENSE NO. C-1194
SURVEYOR CERTIFICATE
"I, CLIFFORD C. BYRD, CERTIFY THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION,
(DEED DESCRIPTION RECORDED IN BOOK 1422
AT PAGE 702; THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS BROKEN
LINES, DRAWN FROM INFORMATION FOUND IN
BOOK AND PAGE AS REFERENCED HEREIN;
THAT RATIO OF PRECISION OR POSITIONAL
ACCURACY IS 1: 10,000 OR GREATER; THAT
THIS MAP MEETS THE REQUIREMENTS OF THE
STANDARDS OF PRACTICE FOR LAND
SURVEYING IN NORTH CAROLINA (21 NCAC 56.
1600.)".
THIS 6TH DAY OF FEBRUARY, 2015.
SEAL
NORTH CAROLINA PLS # L-3782
CLIFFORD C. BYRD
CARO'//���
• Q. SEAL 9P'-„
• L-3782 g'
i y �.
��C? 'SU04 4 S
rn
20.15
RF SHEET TITLE:
N
L5 270.92' N ' I
17875'20"W RF RRFL8 MME SURVEY
L 7 IRF
0 200 400
-- DATE: 2/G/2015 REVISION: C
SCALE IN FEET SHEET #: I OF I TEP #: 31862
DUKE ENERGY
PROGRESS INC
PARCEL
25IIA02101
DB 3411 PC 478
L3
1140.83' RF
PREPARED' FOR:
dei E.
DUK
E N ERGY.
410 S. WILMINGTON STREET
RALEIGH, NC 27601
[phone]
PROJECT INFORMATION: I
CASWELL BEACH
INC -1014
I CASWELL BEACH ROAD I
CASWELL BEACH, NC 28465
(BRUNSWICK COUNTY)
PREPARED BY.
{
TOWER ENGINEERING PROFESSIONALS
q 326 TRYON ROAD
RALEIGH, NC 27603-5263
[phone]
NC LICENSE NO. C-1194
SURVEYOR CERTIFICATE
"I, CLIFFORD C. BYRD, CERTIFY THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION,
(DEED DESCRIPTION RECORDED IN BOOK 1422
AT PAGE 702; THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS BROKEN
LINES, DRAWN FROM INFORMATION FOUND IN
BOOK AND PAGE AS REFERENCED HEREIN;
THAT RATIO OF PRECISION OR POSITIONAL
ACCURACY IS 1: 10,000 OR GREATER; THAT
THIS MAP MEETS THE REQUIREMENTS OF THE
STANDARDS OF PRACTICE FOR LAND
SURVEYING IN NORTH CAROLINA (21 NCAC 56.
1600.)".
THIS 6TH DAY OF FEBRUARY, 2015.
SEAL
NORTH CAROLINA PLS # L-3782
CLIFFORD C. BYRD
CARO'//���
• Q. SEAL 9P'-„
• L-3782 g'
i y �.
��C? 'SU04 4 S
rn
20.15
RF SHEET TITLE:
N
L5 270.92' N ' I
17875'20"W RF RRFL8 MME SURVEY
L 7 IRF
0 200 400
-- DATE: 2/G/2015 REVISION: C
SCALE IN FEET SHEET #: I OF I TEP #: 31862

T--
zzamm
SITE NAME: CASWELL BEACH
NC -1014
PROJECT
DESCRIPTION: PROPOSED WIRELESS
TELECOMMUNICATIONS
FACILITY
TOWER TYPE: 80' SELF-SUPPORT
SITE ADDRESS: CASWELL BEACH RD
CASWELL BEACH, WC 28465
(BRUNSWICK COUNTY)
JURISDICTION: BRUNSWICK COUNTY
DISTURBED AREA: N/A
PRESENT. TELECOMMUNICATIONS
OCCUPANCY TYPE: FACILITY
CURRENT ZONING: C -BC
PIN 251 IA021
DUKE
ENE
SITE NAME.
CASWELL BEACH MC -1014
CASWELL BEACH RD'
BEACH, NC 28465
1
PLANS PREPARED BY.
R. All
0111
ME
IN
E
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603
OFFICE: [phone]
www.teogroup.net
N.C. LICENSE# C-1 794
PROJECT WFORMATM
5 10-19-15 CONSTRUCTION.
4 07-1 G- 15 CONSTRUCTION
LATITUDE N 3 53' 52.067"
LONGITUDE W78*03'18.829"
GROUND ELEV. (AMSC) 9'±
3 06-10-15 CON5TRUCTION
2 105-11-15 00%
I 10-I6-15 PRELIMINARY
0 02-05-15 PRELIMINARYCASWELL
REV DATE ISSUED FOR:
TOWER COORDINATES
DRAWN BY. JTC ECKED BY: JAS
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN
SITE PROJECT MANAGER: INC.ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES
NAME: DUKE ENERGY PROGRESS AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE
ADDRESS:, 200 LUCENT LANE PLANS Is TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE
CITY, STATE, ZIP: CARY, NC.27518 LATEST EDITIONS OF THE FOLLOWING:
CONTACT: WILL ROBERTS, P.E. 1. NORTH CAROLINA BUILDING CODE 4. 2012 NCEC
PHONE: [phone] (2012 EDITION) (NEC 2011 &ADDENDUM)
2. NORTH CAROLINA CODE COUNCIL 5. LOCAL BUILDING CODE
SITE APPLICANT: 3. ANSIMA-222-G-2-2009 6. CITY[COUNTY ORDINANCES
NAME: DUKE ENERGY PROGRESS INC.
ADDRESS: 200 LUCENT LANE CODE COMPUANCE
CITY, STATE, ZIP: CARY, NC 27518
CONTACT: WILL ROBERTS, P.E.
PHONE: [phone]
SURVEYOR:
NAME: TOWER ENGINEERING PROFESSIONALS
ADDRESS: 326 TRYON ROAD
CITY, STATE, ZIP: RALEIGH, NC 27603
CONTACT: CLIFFORD C. BYRD, P.L.S.
PHONE- [phone]
CIVIL ENGINEER:
NAME: TOWER ENGINEERING PROFESSIONALS
ADDRESS: 326 TRYON ROAD
CITY STATE, ZIP: RALEIGH, NC 27603
CONTACT: KIMBERLY S. MARTIN, P.E.
PHONE: [phone]
ELECTRICAL ENGINEER:
NAME: TOWER ENGINEERING PROFESSIONALS
ADDRESS: 326 TRYON ROAD UTILITIES:
CITY, STATE, ZIP: RALEIGH, NC 27603 POWER COMPANY: DUKE ENERGY
MARKS. QUAKENBUSH, P.E.
PHONE: [phone] CONTACT: BOB MARCKESE
I PHONE: [phone]
METER # NEAR SITE: UNKNOWN -
PROPERTY OWNER:
NAME: DUKE ENERGY PROGRESS INC. TELEPHONE COMPANY: AT&T
ADDRESS: 200 LUCENT LANE CONTACT: CUSTOMER SERVICE
CITY, STATE, ZIP: CARY, NC 27518 PHONE: [phone]
0
(91�
CONTACT: WILL ROBERTS, P.E. PHONE # NEAR SITE: 278-5644
I
PHONE: [phone] PEDESTAL# NEAR SITE: UNKNOWN
SHEET DESCRIPTION REV
SEAL:
00
1
og ,
octo6erl9, 2015
rA,
-0
M
TI TITLE SHEET 6
Ni GENERAL NOTES -4
cl SITE PLAN 5,
C2, COMPOUND DETAIL 3
C3 TOWER ELEVATION 3
C4 FENCE DETAILS 4
Ell ELECTR[CAL NOTES 3
E2 GROUNDING PLAN AND NOTES 3
E3 GROUNDING DETAILS 1 3
E4 GROUNDING DETAILS U- 3
1 SEAL:
IF,
-t-
ol lzz
Octo5arl9, 2015
LOCAMN MAP N
FROM RALEIGH, NG: TAKE I -40E TOWARD LELAND. FOLLOW FOR -117
MILES. TAKE EXIT 416A TOWARD TOPSAIL ISLAND. FOLLOW ROAD FOR -8
MILES. TAKE EXIT 14 FOR US -17S. FOLLOW ROAD FOR -6 MILES. TAKE EXIT
FOR NC -133S TOWARD SOUTHPORT. TURN LEFT ONTO VILLAGE KUAU NE.
FOLLOW ROAD FOR -23 MILES. DESTINATION WILL BE ON THE LEFT,
F'%d'4,;J 1A10 i r
SHEET NUMBER: REVISION:
T .1 TEP #: 31862
Lj t! 1,
®RIVING D � �RE C �Tl 0 N s
CONTACT NFORMATION
MEX OF SHEETS

1, ALL REFERENCES MADE TO OWNER IN THESE DOCUMENTS SHALL BE CONSIDERED DUKE ENERGY OR IT'S DESIGNATED
REPRESENTATIVE.
2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED
OTHERWISE, THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR
TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT
HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE
PERFORMED AND THAT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE
STATE OF NORTH CAROLINA.
3. THE STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH ANSI/TIA-222—G-2-2009. THIS CONFORMS
TO THE REQUIREMENTS OF THE NORTH CAROLINA BUILDING CODE, 2012 EDITION.
4. WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE NORTH CAROLINA BUILDING CODE, 2012 EDITION.
5. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS, THE
FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN, AND TO THE PROCEDURES TO BE
USED ON THIS PROJECT.
6. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL
SUPERSEDE ANY CONFLICTING NOTES ENCLOSED HEREIN.
7, IT IS'THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO
INSURE THE SAFETY OF THE STRUCTURE AND IT'S COMPONENT PARTS DURING ERECTION AND/OR FIELD
MODIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF TEMPORARY BRACING, GUYS
OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT.
B. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE. FIELD VERIFIED
BY THE CONTRACTOR PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION
WORK ON THIS PROJECT. CONTRACTOR SHALL NOT SCALE CONTRACT DRAWINGS IN LIEU OF FIELD
VERIFICATION. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER
AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO
PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION.
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR
ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS
TO THE SITE. BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE
MEASURES OR THE PROCEDURES.
9. 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 BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION.
THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS
AND EQUIPMENT BEING SUBSTITUTED.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY
PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR
INSURING THAT THIS PROJECT AND RELATED WORK- COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND
FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK.
RENTAL CHARGES, SAFETY, PROTECTION AND MAINTENANCE OF RENTED EQUIPMENT SHALL BE THE .
CONTRACTOR'S RESPONSIBILITY. .
11. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED
CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS, WITH THE CARRIER PROJECT
MANAGER.
12. BILL OF MATERIALS AND. PART NUMBERS LISTED ON CONSTRUCTION DRAWINGS ARE INTENDED TO AID
CONTRACTOR/OWNER. CONTRACTOR/OWNER SHALL VERIFY PARTS AND QUANTITIES WITH MANUFACTURER
PRIOR TO BIDDING AND/OR ORDERING MATERIALS.
13. ALL PERMITS THAT MUST BE OBTAINED ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR
WILL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.
14. 24 HOURS PRIOR TO THE BEGINNING OF ANY CONSTRUCTION, THE CONTRACTOR MUST NOTIFY THE APPLICABLE
JURISDICTIONAL (STATE, COUNTY OR CITY) ENGINEER.
15. EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH MNT—NGGC-0024 AND OE&RC-0037.
16. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL PIPES, DITCHES, AND OTHER DRAINAGE STRUCTURES
FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED .BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE
FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURE IN OPERABLE CONDITION.
17. THE OWNER SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHILE
WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR
CONTACT BY GOVERNING AGENCY INSPECTORS.
18. ANY BUILDINGSONTHIS SITE ARE INTENDED TO SHELTER EQUIPMENT WHICH WILL ONLY BE PERIODICALLY
MAINTAINED AND ARE NOT INTENDED FOR HUMAN OCCUPANCY.
19. TEMPORARY FACILITIES FOR PROTECTION OF TOOLS AND EQUIPMENT SHALL CONFORM TO LOCAL REGULATIONS
AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
20. THE CONTRACTOR AND ITS SUBCONTRACTORS SHALL CARRY LIABILITY INSURANCE IN THE AMOUNTS AND
FORM IN ACCORDANCE WITH CARRIER SPECIFICATIONS. CERTIFICATES DEMONSTRATING PROOF OF COVERAGE
SHALL BE PROVIDED TO CARRIER PRIOR TO THE START OF THE WORK ON THE PROJECT.
21, THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITY SERVICES TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND REQUIREMENTS FOR NEW UTILITY CONNECTIONS PRIOR TO EXCAVATING.
22. THE CONTRACTOR SHALL MAIN•TAIN.THE JOB CLEAR OF TRASH AND DEBRIS. ALL WASTE MATERIALS SHALL
BE REMOVED FROM THE SITE PRIOR TO SUBSTANTIAL COMPLETION AND PRIOR TO FINAL ACCEPTANCE. THE
CONTRACTOR SHALL FURNISH ONE 55 GALLON BARREL, AND TRASH BAGS, AND SHALL REMOVE TRASH,
DEBRIS, ETC., ON A DAILY BASIS.
23. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL CONDITIONS PRIOR TO SUBMITTING
HIS PROPOSAL. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS
WITH THOSE AT THE SITE. ANY VARIATION WHICH REQUIRES PHYSICAL CHANGE SHALL BE BROUGHT TO THE
ATTENTION OF THE DUKE ENERGY PROJECT ENGINEER FOR FACILITIES/CONSTRUCTION.
24, THE CONTRACTOR SHALL GUARANTEE THE WORK PERFORMED ON THE PROJECT BY THE CONTRACTOR AND
ANY OR .ALL OF THE SUBCONTRACTORS WHO PERFORMED WORK FOR THE CONTRACTOR ON THIS PROJECT.
THE GUARANTEE SHALL BE FOR A FULL YEAR FOLLOWING ISSUANCE OF THE FINAL PAYMENT OF RETAINAGE.
ALL MATERIALS AND WORKMANSHIP SHALL BE. WARRANTED FOR ONE YEAR FROM ACCEPTANCE DATE.
25. TOWER SHALL BE CONSTRUCTED OF GALVANIZED STEEL OR PAINTED PER APPLICABLE STANDARDS OF THE
FAA OR OTHER APPLICABLE FEDERAL OR STATE AGENCY.
21 lb
PLANS PREPARED FOR:
4C5DUKE
ENERGY®
299 FIRST AVENUE NORTH
ST. PETERSBURG, FL 33701
Office: - [phone]
PROJECT INFORMATION:
CASWELL BEACH
MC -1®14
CASWELL BEACH ROAD
CASWELL BEACH, NC 28465
(BRUNSWICK COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603
OFFICE: (919)'661.6351
www.tepgroup.net
SEAL:
N.C. LI N611 # C-1794
4
07-13-15
CONSTRUCTION
3
OG -19-15
CONSTRUCTION
2
05-11-15
90%
1
04-22-15
PRELIMINARY
REV
' DATE
ISSUED FOR:
DRAWN BY. JTC LCHECKED BY: JA5
SHEET TITLE:
GENERAL,
NOTES
SHEET NUMBER: REVISION:
4
© H TEP #: 31862

v- r
t
Co.>
EXIST. UTILITY POLE
EXIST. TELCO PEDESTAL
APPROXIMATE LOCATION OF
II I
ADJACENT PARCEL BOUNDARY
EXIST. CONTOUR LINE
EDGE OF PAVEMENT
--- OHW---
OVERHEAD WIRE
---R/W---
I
X —
i L_
EXISTING TREE LINE
PROGRESS INC
L — J i
OCEAING EE1NS
- I I
HOMEOWNERS ASSO INC
L__ -11 i
PARCEL 25 f HDOO f 0 f
17-7-1
DB 9 90 f PC 0370
L--Jj
BOUNDARY
L__j 1 I
L --i I L_
L
1N/F'
_ _ _
DUDE ENERGY PROGRESS INC
PARCEL 25fIA02f
DB 3499 PC 478.
DB 308 PG 988
i
i
EXISTING UTILITY
EASEMENT
i
I
EXISTING
POND
EXISTING GRAVEL
ACCESS DRIVE TOWER EXISTING
-EXISTING
XFMR—
APPROXIMATE LOCATION ` - R W
OF EXISTING PAVEMENT
OB 1422 PG 702 &
NIP
THE TOWN OF
CASWELL BEACH
PARCEL 251NA050
DB f422 PC 702
SM®
PROPOSED 80' SELF-SUPPORT
TOWER. SEE SHEET C-3 FOR
ELEVATION.
_ -
APPROXIMATE LOCATION OF \ � _ N o - -- R/yy---
STATIC VEGETATION LINE - _
PRIOPOSED STING OEXPANSION.I WTH SEE EXISTING LIGHT POLE (TYP)_R/�
SHEET C-2 FOR DETAILS.
EXISTING BUILDING (TYP)
NOTES:
1. THE BASIS OF THE MERIDIANS AND COORDINATES FOR THIS PLAT IS THE NORTH CAROLINA STATE PLANE
COORDINATE SYSTEM, NORTH AMERICAN DATUM 1983 (NCSPCS NAD 83), BASED ON DIFFERENTIAL GPS
OBSERVATIONS PERFORMED ON JANUARY 8, 2015.
M/F
STATE OF WORTH CAROLINA
CASWELL BEACH COAST
GUARD STATION
PARCEL 25fCA00f
DB 916 PG 279
2. VERTICAL INFORMATION SHOWN, BASED IN THE NORTH AMERICAN VERTICAL DATUM OF NAVD 1988 IN FEET.
3. ALL DISTANCES ARE GROUNDED UNLESS OTHERWISE NOTED.
4. THE TOWER IS LOCATED IN ZONE "AE", AREAS WHERE THE BASE FLOOD ELEVATION IS DETERMINED TO BE
14' ACCORDING TO FEMA COMMUNITY PANEL ##372028500J, DATED JUNE 2, 2006.
MTE BEAN
SCALE: 1" =200'
LEGEND
EXIST. PROPERTY LINE
Co.>
EXIST. UTILITY POLE
EXIST. TELCO PEDESTAL
O
PROPERTY CORNER
.---200 ---
EXIST. CONTOUR LINE
EDGE OF PAVEMENT
--- OHW---
OVERHEAD WIRE
---R/W---
RIGHT-OF-WAY
X —
CHAIN LINK FENCE
EXISTING TREE LINE
iN/F
DECARLUCCI GUY R
ETUJI JEAtNtNIE C
PARCEL 251JA00104
DB 3058 PC 0003
0
)N/F
DUKE ENERGY
PROGRESS INC
APPROXIMATE
PARCEL
26YIA02101
LOCATION OF
X'. DB 341f PG 478
ADJACENT
PARCEL
BOUNDARY
-TAT-�-
-
—
�
CASE
NIE
TOWN CASWELL
o
IsP s Ic R/WD is(Z 9100)
BOF EACH
-
PARCEL 25IIA02105
DB 2952 PC ff97
�-_
0 200 400
SCALE IN FEET
PLANS PREPARED FOR:
DUKE
EEo
299 FIRST AVENUE NORTH
ST. PETERSBURG, FL 33701
Office: (727).820-5396
PROJECT INFORMATION:
CASWELL BEACH
NC -1014
CASWELL BEACH ROAD
CASWELL BEACH, NC 28465
(BRUNSWICK COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PR®FES61ONUS
326 TRYON ROAD
RALEIGH, NC 27603
OFFICE; [phone]
www.tepgroup.net
N.C. LI,kEN$E # C-1794
SEAL:
Octo6er19, 2015
5 10-19-15 CONSTRUCTION
4 07-16-15 CONSTRUCTION
3 06-19-15 CONSTRUCTION
2 05-11-15 90%a
REV DATE ISSUED FOR:
I DRAWN BY: RCL I CHECKED BY: JA5 I
SHEET TITLE:
SFE PLAN
SHEET NUMBER: REVISION:
C©1 6 .
TEP #: 31862

EXISTING TELCO
PEDESTAL
X EXISTING FENCE
X SECTION TO BE
REMOVED
X �
EXISTING
DUKE
k SELF—SUPPORT
TOWER WITH
ST. PETERSBURG, FL 33701
CONCRETE PAD'.
X
X �
CASWELL BEACH
X
X
CASWELL BEACH ROAD
CASWELL BEACH, NC 28465
EXISTINGPROPOSED
80'
FENCED
SELF—SUPPORT
i
TOWER. SEE SHEET
C-3 FOR ELEVATIC
TOMER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603
OFFICE: [phone]
www,tepgroup.net
N.C. E # C-1794
SEAL: 4 00pQp�
©08B�ao
a Ro
600 �
d si �8 p[PpJ�
06
p3
34
��8�QF2p0fl�4
June 19, 2015
06-1 9-15 CON5TRUCTION
2 05-1 1-15 90%
1 04-22-15 PRELIMINARY
E3
0 02-04-15 PRELIMINARY
REV DATE ISSUED FOR:
DRAWN BY: JTC CHECKEDBY: JA5
SHEET TITLE:
��
COMPOUND
DETA�L
2�
REVISION:
C-2
TEP #: 318G2
EXISTING TELCO
PEDESTAL
X EXISTING FENCE
X SECTION TO BE
REMOVED
X �
EXISTING
DUKE
k SELF—SUPPORT
TOWER WITH
ST. PETERSBURG, FL 33701
CONCRETE PAD'.
X
X �
CASWELL BEACH
X
X
CASWELL BEACH ROAD
CASWELL BEACH, NC 28465
EXISTINGPROPOSED
80'
FENCED
SELF—SUPPORT
COMPOUND
TOWER. SEE SHEET
C-3 FOR ELEVATIC
PROPOSED FENCE
EXTENSION. SEE Sf
C-4 FOR DETAILS.
PROPOSED
S-6" WIDE
MANGATE. SEE
SHEET C-4 FOR
DETAILS.
5`-3"f
1 `
.„t
1
� x
EXISTING
GRAVEL LOT
EXISTING EDGE
OF GRAVEL
EXISTING
^� BUILDING
� k (TYP)
X
x
4” OF #57 STONE
INSIDE PROPOSED
FENCE EXTENSION
0 4 8
SCALE IN FEET
PLANS PREPARED FOR:
DUKE
EYo
299 FIRST AVENUE NORTH
ST. PETERSBURG, FL 33701
Office: [phone]
PROJECT INFORMATION:
CASWELL BEACH
NC -1014
CASWELL BEACH ROAD
CASWELL BEACH, NC 28465
(BRUNSWICK COUNTY)
PLANS PREPARED BY:
1�
p_
TOMER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603
OFFICE: [phone]
www,tepgroup.net
N.C. E # C-1794
SEAL: 4 00pQp�
©08B�ao
a Ro
600 �
d si �8 p[PpJ�
06
p3
34
��8�QF2p0fl�4
June 19, 2015
06-1 9-15 CON5TRUCTION
2 05-1 1-15 90%
1 04-22-15 PRELIMINARY
E3
0 02-04-15 PRELIMINARY
REV DATE ISSUED FOR:
DRAWN BY: JTC CHECKEDBY: JA5
SHEET TITLE:
��
COMPOUND
DETA�L
SHEET NUMBER:
REVISION:
C-2
TEP #: 318G2

90'-0"t
T/LIGHTNING ROD -
4) 80!-O"±
T/TOWER
q/MW DISH
50'-G"±
q/FUTURE MW DISH
�AdViTEIIVNA I C
MOUNTING
LEGS
@l ANI
HEIGHT
(AZUMITH)
(Id
80'-O"f
C
LIGE
80'-0"t
A
(30')
RFS
50'-0"t
A (30')
6,0
RF!
*FUTURE LOADING (DASHED)
OTE.
TOWER SHALL BE CONSTRUCTED OF G
OR PAINTED PER APPLICABLE STAND
OR OTHER APPLICABLE FEDERAL OF
m
s ,W
D
o
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NOTE:
FENCING MATERIAL AND •INSTALLATION SHALL BE IN
ACCORDANCE WITH BNP SPECIFICATION 064-001.
STRETCHER BARS FULL HEIGHT
NOT LESS THAN 3/g" x 34" MIN.
CROSS SECTION ON ALL GATES
AND POSTS
3" SCH40 PIPE
CORNER & GATE
POST
2'-0" FOR ALL POST IN ROCK
MIN. -3'-6" FOR ALL POSTS
IN SOIL OR 6" BELOW FROST
LINE–WHICHEVER IS GREATER
! I I
I I I •I
L._J
GALV/ 3 STRANDS OF 12 GA.
BARBED WIRE WITH 4 POINT
BARBS 3'-0" O.C. 10' 0" O.C. MAX.
5'-0" O.C. MIN.
1Y2" BRACE SCH40 PIPE
►.l
TYMAL FENCE EL EVATDN.
SCALE: N.T.S.
6..
112" 17
2" SCH 40 GATE
POST
CHAIN LINK
FABRIC
VCHAIN
1'-0" 6"
1918' GATE
6"
BRACING LINK FABRIC (GATE
`
vvv
AND FENCE TO MATCH)
45'
vvv
vyv�
�v v
1Y2' SCH40 BRACE
v
AT FENCE & GATE
�vv�v�
TOP RAIL
PIPE USED ON CORNERS M�Wl
� �v�v`
�yy�
�
ueiuAN DATES DETA�L
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i
1'_0" EXTEND BARRIER &STONE
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SPANS OR LESS
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ZA
INSTALL W/ SLOT2"
I ALL 4 SIDES
MR
MR
y
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-
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–I
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:C.,O,N.CRETE
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SCALE: N.T.S.
6..
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GATE STOP i KEEPER DETA�L GATE DETENT DETA�L
SCALE: N.T.S. SCALE: N.T.S.
F E CEI BARBED W i l? E ARM D E _I a
PLANS PREPARED FOR:
4 DUKE
ENERGY®
299 FIRST AVENUE NORTH
ST. PETERSBURG, FL 33701
Office: [phone]
PROJECT INFORMATION:
CASWELL BEACI–I
NC -101
CASWELL BEACH ROAD
CASWELL BEACH, NC 28465
(BRUNSWICK COUNTY)
11 PLANS PREPARED BY: 9
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603
OFFICE: (91.9) 661-6351
www.tepgroup.net
N.C. LICENSE -1794
s�ooaeoa�°
dune 19, 2015
3 OG -19-15 CONSTRUCTION
2 05-11-15 90%
1 04-22-15 PRELIMINARY
0 02-04-15 PREUMINARY
REV DATE ISSUED FOR:
DRAWN BY: JTC CHECKED BY: JAS
SHEET TITLE:
FENCE
®ETAALS
SHEET NUMBERREVISION:
C-4
3
TEP #: 31862
2" SCH 40 GATE
POST
CHAIN LINK
FABRIC
VCHAIN
1'-0" 6"
1918' GATE
6"
BRACING LINK FABRIC (GATE
`
AND FENCE TO MATCH)
45'
HINGE
a LATCH
' 3–STRAND BARBED WIRE
AT FENCE & GATE
TOP RAIL
�
ueiuAN DATES DETA�L
CHAIN LINK FENCE FABRIC
SCALE: N.T.S.
LINE POST 10 O.C. MAX.
i
1'_0" EXTEND BARRIER &STONE
FINISHED GRADE METAL GATE DETENT
1'-0" BEYOND FENCE ON
ZA
INSTALL W/ SLOT2"
I ALL 4 SIDES
PARALLEL TO FENCE
VARIES
4" NO. 57 FINISH GRADE
GRADATION
_ffm-III-III-III-
-III I=I —11 I-
–III—I jl I I—III—III—
III -III -III-
I—I I I—I I III=III=
II—III—III— I II—III—III—
GEOTEXTILE? I 1
FABRIC I I •°
I. 11°.I� DRILLED.PIER
00 I' `fie'
–I
24
S F d
FILL MATEA'=
0. SI.,
CONCRETE
CONCRETE
:C.,O,N.CRETE
DEPTH VARIES
6. y3;0i I +,'
� �
10"
1 fes— itiC
C ;.. 4 ?,r ;} .r q
10"
r
GATE STOP i KEEPER DETA�L GATE DETENT DETA�L
SCALE: N.T.S. SCALE: N.T.S.
F E CEI BARBED W i l? E ARM D E _I a
PLANS PREPARED FOR:
4 DUKE
ENERGY®
299 FIRST AVENUE NORTH
ST. PETERSBURG, FL 33701
Office: [phone]
PROJECT INFORMATION:
CASWELL BEACI–I
NC -101
CASWELL BEACH ROAD
CASWELL BEACH, NC 28465
(BRUNSWICK COUNTY)
11 PLANS PREPARED BY: 9
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603
OFFICE: (91.9) 661-6351
www.tepgroup.net
N.C. LICENSE -1794
s�ooaeoa�°
dune 19, 2015
3 OG -19-15 CONSTRUCTION
2 05-11-15 90%
1 04-22-15 PRELIMINARY
0 02-04-15 PREUMINARY
REV DATE ISSUED FOR:
DRAWN BY: JTC CHECKED BY: JAS
SHEET TITLE:
FENCE
®ETAALS
SHEET NUMBERREVISION:
C-4
3
TEP #: 31862

ELECTRICAL NOTES:
SCOPE:
1. SHALL INCLUDE ALL LABOR, MATERIALS AND APPLIANCES REQUIRED FOR THE FURNISHING, INSTALLING
AND TESTING, COMPLETE AND READY FOR OPERATION OF ALL WORK SHOWN ON THE DRAWING AS SPECIFIED
HEREIN:
1, ELECTRIC SERVICE 4. MISCELLANEOUS MATERIALS
2. CONDUIT AND RACEWAY 5. TELEPHONE CONDUITS
3, CONDUCTORS 6. LIGHTNING ARRESTING SYSTEM
CODES
1. THE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE LAWS AND CODES. THESE INCLUDE BUT ARE
NOT LIMITED TO THE LATEST EDITIONS OF:
A. THE NATIONAL ELECTRICAL SAFETY CODE D. LOCAL AND STATE AMENDMENTS
B. THE NATIONAL ELECTRIC CODE — NFPA-70 E. REGULATIONS OF THE SERVING UTILITY .COMPANY
C. THE INTERNATIONAL ELECTRIC CODE — IEC F. NCEC
2. ALL PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR.
3. AFTER COMPLETION AND FINAL INSPECTION OF THE WORK, THE OWNER SHALL BE FURNISHED A
CERTIFICATE OF COMPLETION AND APPROVAL.
TESTING
1. UPON COMPLETION OF THE INSTALLATION, OPERATE AND ADJUST ALL EQUIPMENT AND SYSTEMS TO MEET
SPECIFIED PERFORMANCE REQUIREMENTS. ALL TESTING 'SHALL BE DONE BY QUALIFIED PERSONNEL.
GUARANTEE
1. IN ADDITION TO THE GUARANTEE OF THE EQUIPMENT BY THE MANUFACTURER, EACH PIECE OF EQUIPMENT
SPECIFIED HEREIN SHALL ALSO BE GUARANTEED FOR DEFECTS OF MATERIAL OR WORKMANSHIP OCCURRING
DURING A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE OF THE WORK BY THE OWNER. WITHOUT
EXPENSE TO THE OWNER. ALL WARRANTEE CERTIFICATES & GUARANTEES FURNISHED BY THE MANUFACTURERS
SHALL BE TURNED OVER TO THE OWNER.
CO-ORDINATION:
1, CONTRACTOR SHALL COORDINATE ALL WORK WITH THE POWER AND TELEPHONE COMPANIES AND SHALL
COMPLY WITH ALL SERVICE REQUIREMENTS OF EACH UTILITY COMPANY,
EXAMINATION OF SITE
1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL VISIT THE SITE OF THE JOB AND SHALL FAMILIARIZE
HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED ELECTRICAL INSTALLATION AND SHALL MAKE
PROVISIONS AS TO THE COST THEREOF. FAILURE TO COMPLY WITH THE INTENT OF THIS PARAGRAPH
WILL IN NO WAY RELIEVE THE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE
AND WORKING SYSTEM OR SYSTEMS.
CUTTING, PATCHING ARID EXCAVATION: -
1, COORDINATION OF ALL SLEEVES, CHASES, ETC., WILL BE REQUIRED PRIOR TO THE CONSTRUCTION OF
ANY PORTION OF THE WORK, ALL CUTTING AND PATCHING OF WALLS, PARTITIONS, FLOORS, AND CHASES
IN CONCRETE, WOOD, STEEL OR MASONRY SHALL BE DONE AS PROVIDED ON THE DRAWINGS.
2. ALL NECESSARY EXCAVATIONS AND BACKFILLING INCIDENTAL TO THE WORK UNLESS SPECIFICALLY NOTED
OTHERWISE ON THE DRAWING SHALL BE PROVIDED BY THIS CONTRACTOR,
3. SEAL ALL PENETRATION THROUGH WALL AND FLOORS WITH APPROVED GROUT,
EXTERIOR CONDUIT:
1, ALL EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL
ELEMENTS. SUPPORTS AND MOUNTING HARDWARE SHALL BE HOT DIPPED GALVANIZED STEEL.
RACEWAYS
1. ALL CONDUCTORS SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SHALL BE RIGID STEEL, EMT OR
SCH40 PVC AS INDICATED ON THE. DRAWINGS.
2. WHERE INSTALLED ON EXTERIORS AND EXPOSED TO DAMAGE, ALL CONDUIT SHALL BE RIGID STEEL,
ALUMINUM CONDUIT SHALL NOT BE ALLOWED.
3. CONCEALED CONDUIT IN WALLS OR INTERIOR SPACES ABOVE GRADE MAY BE EMT.
4, UNDERGROUND CONDUITS SHALL BE RIGID STEEL OR SCHEDULE 40 PVC AS INDICATED ON THE DRAWINGS.
5. ALL CONDUIT RUNS SHALL USE APPROVED COUPLINGS AND CONNECTORS, PROVIDE INSULATED BUSHING
FOR ALL CONDUIT TERMINATIONS. ALL CONDUIT RUNS IN A WET LOCATION SHALL HAVE WATERPROOF
FITTINGS.
6. PROVIDE SUPPORTS FOR ALL CONDUITS IN ACCORDANCE WITH NEC REQUIREMENTS. ALL CONDUITS SHALL
BE SIZED AS REQUIRED BY NEC.
7, BURIAL DEPTH OF ALL CONDUITS SHALL BE AS REQUIRED BY CODE FOR EACH SPECIFIC CONDUIT TYPE
AND APPLICATION.
8. CONDUIT ROUTES ARE SCHEMATIC. CONTRACTOR SHALL FIELD VERIFY BEFORE BID. COORDINATE ROUTE
WITH WIRELESS CARRIER AND BUILDING OWNER,
EQUIPMENT:
ALL DISCONNECT SWITCHES SHALL BE SERVICE ENTRANCE RATED, HEAVY DUTY TYPE.
2. NEW CIRCUIT BREAKERS SHALL BE RATED TO WITHSTAND THE MAXIMUM AVAILABLE FAULT CURRENT AS
DETERMINED BY THE .LOCAL UTILITY. CONTRACTOR SHALL VERIFY MAXIMUM AVAILABLE FAULT CURRENT,
AND ' COORDINATE INSTALLATION WITH THE LOCAL UTILITY BEFORE STARTING WORK.
3. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LABEL/LISTED BY UL OR A'
NORTH CAROLINA APPROVED THIRD PARTY TESTING AGENCY.
CONDUCTORS
1, FURNISH AND INSTALL CONDUCTORS CALLED FOR IN THE DRAWINGS. ALL CONDUCTORS SHALL HAVE TYPE
THWN (MIN) (75' C) INSULATION, RATED FOR 600 VOLTS.
2. ALL CONDUCTORS SHALL BE COPPER, THE USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOWED.
ALL CONDUCTORS SHALL BE UL LISTED AND SHALL BE PROVIDED AND INSTALLED AS FOLLOWS:
A. MINIMUM WIRE SIZE SHALL BE #12 AWG.
B. ALL CONDUCTORS SIZE #8 AND LARGER SHALL BE STRANDED. CONDUCTORS SIZED #10 AND SMALLER
MAY BE SOLID OR STRANDED.
C. CONNECTION FOR#10 AWG AND SMALLER SHALL BE BY TWISTING TIGHT AND INSTALLING INSULATED
PRESSURE OR WIRE• NUT CONNECTIONS.
D. CONNECTION FOR #8 AWG AND LARGER SHALL BE BY USE OF STEEL CRIMP—ON SLEEVES WITH
NYLON INSULATOR.
3. ALL CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC STANDARDS.
4. THE RACEWAY SYSTEM SHALL BE COMPLETE BEFORE INSTALLING CONDUCTORS
PENETRATIONS:.
1, CONTRACTOR SHALL COMPLY WITH UL PENETRATION DETAILS FOR PENETRATIONS OF ALL RATED WALLS,
ROOF, ETC.
GROUNDING
1. ALL ELECTRICAL NEUTRALS, RACEWAYS AND NON—CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT
AND ASSOCIATED ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250. THIS SHALL
INCLUDE NEUTRAL CONDUCTORS, CONDUITS, SUPPORTS, CABINETS, BOXES, GROUND BUSSES, ETC. THE
NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE GROUNDED BY ONE POINT ONLY.
2. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS.
3. PROVIDE BONDING AND GROUND TO MEET NFPA 780 — LIGHTNING PROTECTION AS A MINIMUM.
4. PROVIDE GROUNDING SYSTEM AS INDICATED ON THE DRAWINGS, AS REQUIRED BY THE NATIONAL ELECTRIC
CODE AND RADIO EQUIPMENT MANUFACTURER.
PLANS PREPARED FOR:
4 jEm) DUKE
9 ERY®
299 FIRST AVENUE NORTH
ST, PETERSBURG, FL 33701
Office: [phone]
PROJECT INFORMATION:
�4C-1J"i=4
CASWELL BEACH ROAD
CASWELL BEACH, NC 28465
(BRUNSWICK COUNTY)
PLANS PREPARED BY:
TOMER ENGINEERING PROFESSIOM66
326 TRYON ROAD
RALEIGH, NC 27603
OFFICE; [phone]
www.tepgroup.net
N.C. LICENSE # C-1794
SEAL:
9une 19, 2015
f"
ABB EVIAMNS AND LEGEND
A —
AMPERE
PVC —
SCH40 RIGID NON—METALLIC CONDUIT
AFG —
ABOVE FINISHED GRADE
RGS —
RIGID GALVANIZED STEEL CONDUIT
ATS —
AUTOMATIC TRANSFER SWITCH
SW —
SWITCH
AWG —
AMERICAN WIRE GAUGE
TGB —
TOWER GROUND BAR
BCW —
BARE COPPER WIRE
UL —
UNDERWRITERS LABORATORIES
BFG —
BELOW FINISHED GRADE
V —
VOLTAGE
BKR —
BREAKER
W —
WATTS
C —
CONDUIT
XFMR —
TRANSFORMER
CKT —
CIRCUIT
XMTR —
TRANSMITTER 1 '`
DISC —
DISCONNECT
.j"
EGR —
EXTERNAL GROUND RING
EMT —
ELECTRIC METALLIC TUBING
FSC —
FLEXIBLE STEEL CONDUIT
GEN —
GENERATOR
----E----
UNDERGROUND ELECTRICAL CONDUIT
GPS —
GLOBAL POSITIONING SYSTEM
GRD —
GROUND
----T----
UNDERGROUND TELEPHONE CONDUIT
IGB —
ISOLATED GROUND BAR
8
KILOWATT—HOUR METER
IGR —
INTERIOR GROUND RING (HALO)
UNDERGROUND BONDING AND
KW —
KILOWATTS
---------
GROUNDING CONDUCTOR.
NEC —
NATIONAL ELECTRIC CODE
O
GROUND ROD
PCS —
PERSONAL COMMUNICATION SYSTEM
PH —
PHASE
D
CADWELD
PNL —
PANEL
®
GROUND ROD WITH INSPECTION WELL
PNLBD —
PANELBOARD
PLANS PREPARED FOR:
4 jEm) DUKE
9 ERY®
299 FIRST AVENUE NORTH
ST, PETERSBURG, FL 33701
Office: [phone]
PROJECT INFORMATION:
�4C-1J"i=4
CASWELL BEACH ROAD
CASWELL BEACH, NC 28465
(BRUNSWICK COUNTY)
PLANS PREPARED BY:
TOMER ENGINEERING PROFESSIOM66
326 TRYON ROAD
RALEIGH, NC 27603
OFFICE; [phone]
www.tepgroup.net
N.C. LICENSE # C-1794
SEAL:
9une 19, 2015
f"
3 OG -19-15 CONSTRUCTION
2 05-11-15 900/0
1 04-22-15 PRELIMINARY
0 02-04-15 PRELIMINARY
REV DATE ISSUED FOR:
DRAWN BY: JTC CHECKED BY: JAS
SHEET TITLE:
c!=CTICFU,1.
_TES
SHEET NUMBER: REVISION:
E. -I
TEP #: 31862

G,OIN�DItZcJ Nk Tl A
1. GROUNDING ELECTRODES SHALL BE CONNECTED IN A RING USING #2 AWG BARE TINNED
COPPER WIRE. THE TOP OF THE GROUND RODS AND THE RING CONDUCTOR SHALL BE
2 FEET BELOW FINISHED GRADE. GROUNDING ELECTRODES SHALL BE DRIVEN ON 10'-0"
CENTERS. (MIN. 15'-0" MAX)
2. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE GROUNDING CONDUCTOR
SHALL BE AT THE SERVICE DISCONNECTING MEANS/ BONDING JUMPER SHALL BE INSTALLED
INSTALLED PER N.E.C. ARTICLE 250:30.
3. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE GROUNDING SYSTEM
IS COMPLETE. THE CONSTRUCTION MANAGER SHALL INSPECT THE GROUNDING SYSTEM
PRIOR TO BACKFILLING.
EXISTING
TELCO
PEDESTAL
X X X X X X X- X -----X --a oo
0
I , -- I i o0ooe
X
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I I oo I .•;
I -•
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I I 1 0o I
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X X -X
DRAWING NOTES:
O PROPOSED TOWER GROUND RING
2O INSPECTION WELL AT CONNECTION TO
PROPOSED GROUND RING
3O %/ x 10' COPPER GROUND ROD (TYP)
O TOWER BONDING TO FENCE
(TYP OF' 2)
MIX, "fil2 IltGM(tlt✓INI,oi121[Gel 11
O TOWER BONDING TO TOWER GROUND RING
(TYP OF 3)
OGATE BONDING TO TOWER GROUND RING
O7 EXISTING COMPUND GROUND RING.
CONTRACTOR TO VERIFY LOCATION.
®1
X
0 4 8
SCALE IN FEET
SCALE: N.T.S.
FENCE POST.
T 'rNcL GATE POST GROUNDING D1=WL
PLANS PREPARED FOR:
DUKE.
ENERGY.
299 FIRST AVENUE NORTH .
ST. PETERSBURG, FL 33701
Office: [phone]
PROJECT INFORMATION:
CASWELL BEACH ROAD
CASWELL BEACH, NC 28465
(BRUNSWICK COUNTY)
p PLANS PREPARED BY: 9
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603
OFFICE: [phone]
www.tepgroup.net
I N.C. LICENSE # C-1794 I
SEAL:
June 19, 2015
3 OG -19-15 CONSTRUCTION
2 05-1 1-15
CADWELD
1 04-22-15
GATE FLEX JUMPER
CONNECTION.
GATE v
W/ CADWELD TYPE VS. ---j
ISSUED FOR:
v
I CHECKED BY: JA5
#2 AWG TINNED SOLID
u v v
v CADWELD
✓v/ \v
Al,� CONNECTION
TO EXTERIOR GROUND
_
�i �i �i THEN COLD
T 'rNcL GATE POST GROUNDING D1=WL
PLANS PREPARED FOR:
DUKE.
ENERGY.
299 FIRST AVENUE NORTH .
ST. PETERSBURG, FL 33701
Office: [phone]
PROJECT INFORMATION:
CASWELL BEACH ROAD
CASWELL BEACH, NC 28465
(BRUNSWICK COUNTY)
p PLANS PREPARED BY: 9
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603
OFFICE: [phone]
www.tepgroup.net
I N.C. LICENSE # C-1794 I
SEAL:
June 19, 2015
3 OG -19-15 CONSTRUCTION
2 05-1 1-15
90%
1 04-22-15
GATE FLEX JUMPER
0 02-04-15
Z
W/ CADWELD TYPE VS. ---j
ISSUED FOR:
DRAWN BY: JTC
I CHECKED BY: JA5
#2 AWG TINNED SOLID
M
COPPER WIRE. CADWELD
TO EXTERIOR GROUND
�i
RING.
�-
-
'------�
OUTER GROUNG RING.
#2 AWG TINNED SOLID
a ;
kj',f 'f i`==.?'y'4 rt I!.it
COPPER WIRE.
tt,t
10' x GROUND ROD.—/
T 'rNcL GATE POST GROUNDING D1=WL
PLANS PREPARED FOR:
DUKE.
ENERGY.
299 FIRST AVENUE NORTH .
ST. PETERSBURG, FL 33701
Office: [phone]
PROJECT INFORMATION:
CASWELL BEACH ROAD
CASWELL BEACH, NC 28465
(BRUNSWICK COUNTY)
p PLANS PREPARED BY: 9
TOWER ENGINEERING PROFESSIONALS
326 TRYON ROAD
RALEIGH, NC 27603
OFFICE: [phone]
www.tepgroup.net
I N.C. LICENSE # C-1794 I
SEAL:
June 19, 2015
3 OG -19-15 CONSTRUCTION
2 05-1 1-15
90%
1 04-22-15
PRELIMINARY
0 02-04-15
PRELIMINARY
REV DATE
ISSUED FOR:
DRAWN BY: JTC
I CHECKED BY: JA5
SHEET TITLE:
wmS m E rl
G009121110G glia
SHEET NUMBER:
E-2
REVISION:
3
TEP #: 318G2

PLANS PREPARED FOR:
MALE SCREW COVER
W/ TEFLON LUBRICANT
DUKE
f..
,...
ENERGYo
B
299 FIRST AVENUE NORTH
PVC COLLAR
ST, PETERSBURG, FL 33701
#2 SOLID, BARE,
Office: [phone]
TINNED COPPER
PROJECT INFORMATION:
GROUND WIRE (TYP)
FINISHED GRADE GROUND RING
CASWELL BEACH
NOTE:
MINIMUM SPACING OF 12"
:,
GROUND ROD
��/�/�j/
�
\ x �\�\,X,'
; `
����®��
BETWEEN ALL CADWELDSCASLL
=
NC
CASWELWLE BEACH, 8D465
CADWELD (TYP)
\�
_
#2 SOLID, BARE,
(BRUNSWICK COUNTY)
'd
TINNED COPPER
GROUNDING CONDUCTOR
PLANS PREPARED BY:
®� ����
EXOTHERMIC WELD THERMOWELD
®Al
OR APPROVED EQUIVALENT
�4�
DIRECTLY TO TOP OF GROUND
ROD (2 PLACES)
a...
8" x 42" PVC SLOTTED
GROUND WIRE
WELL BY HARGAR
(P/N: 360P42)��
CADWELD
27" SLOT CUT SMOOTH FOR
TOWER ENGINEERING PROFESSIONALS
GROUND ROD
%s" x 10' COPPER CLAD
GROUND RING. EXTEND NOTCH
326 TRYON ROAD
STEEL GROUND ROD
2" ABOVE CONDUCTOR.
RALEIGH, NC 27603
SIDE VIEW
OFFICE: [phone]
www.tepgroup.net
CADWELD GROUNDING DETAIL
GROUND ROD WITH INSPECTION WELL
N.C. LICENSE# C-1 794
SCALE: N.T.S.
SCALE: N.T.S.
WALL MOUNTING BRACKET,
30'
X
11x1" H,H,C.S. BOLT,
NEWTON INSTRUMENT CO.
NEWTON INSTRUMENT CO.
(CAT.# A-6056)
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(CAT.# 3012-1)
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INSULATORS,
NEWTON INSTRUMENT CO.
FINISHED GRADE
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(CAT.# 3061-4)
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CADWELD
9une 19,2 015
3 06-19-15 CON5TRUCTION
®. 0 0
I�
Z
0 0 to
2 05 -II -15 90%
0 0
0 0
0
1 04-22-15 PREUMINARY
LOCKWASHER,
0
0 0
0 02-04-15 PRELIMINARY
NEWTON INSTRUMENT CO.
(CAT.# 3015-8)
0 0 .
0 0 ®
GROUND RING
®
0
1
#2 AWG BCW (TINNED)
DRAWN BY: JTCCHECKED BY: JAS
0
COPPER GROUND ROD
SHEET TITLE:.
COPPER GROUND BAR Y4%4"x20" MIN.
( 0 x 10'-0" LONG)
GROUNDING
NEWTON INSTRUMENT CO. CAT,# B-6142,
NOTE:
HOLE CENTERS TO MATCH NEMA DOUBLE
LUG CONFIGURATION
GROUND BAR SHALL BE SIZED TO ACCOMODATE
DETAILS 8
ALL GROUNDING CONNECTIONS REQUIRED -PLUS
i° . s`s'
PROVIDE 50%SPARE CAPACITY.
SHEET NUMBER: REVISION:
STANDAR® GROUND BAR
DETAIL
COPPER -CLAD STEEL GROUND
RODE
3
SCALE: N.T.S.
SCALE: N.T.S.
®3
TEP #: 31862

OTE" PLANS PREPARED FOR:
"
THE CONTRACTOR SHALL UTILIZE AN INTERMEDIATE
;I;N 1i ; tsi ;i=�R GROUND BAR FOR ANTENNA RAD CENTERS OVER 200'. ENERGY®
Y_• _.,..} 299 FIRST AVENUE NORTH
ST. PETERSBURG, FL 33701
WIRES FROM GROUND KITS
Y4"x4"x15" COPPER (NUMBER CORRESPONDS Office: [phone]
GROUND BAR BONDED WITH NUMBER OF COAXIAL PROJECT INFORMATION:
TO TOWER CABLES).
CONNECT GROUND WIRES TO WIRES FROM GROUND KITS CASWELL BEACH
GROUND BAR WITH 2—HOLE (NUMBER CORRESPONDS WITH
LUGS. ALL SURFACES TO BE WITH NUMBER OF COAXIAL
CABLES)
0 0 o COATED WITH KOPR—SHIELD. . SWELL L BEACH ROAD
CAWELL BEACH, NC 28465
O o 0 0 �, CONNECT GROUND WIRES TO (BRUNSWICK COUNTY)
0 0 0 0 0 0 0 3 GROUND BAR WITH 2—HOLE
0 0 0 0 '' 0 0 o ULUGS., ALL SURFACES TO BE PLANS PREPARED BY -
0 00 COATED WITH KOPR—SHIELD.
0 0"iiz.0
e
#2 AWG TO GROUND #2 AWG BARE TINNED 0 0 0 0 0 0 0 0 0 I1
BAR WITH CADWELD SOLID COPPER GROUND 0 0 0 0 0 0 0 0 0
WIRE CADWELDEDTO �
GROUND RING (TYP OF 2).
END VIEW Y4"x4"x15" COPPER
GROUND BAR BONDED
TO TOWER.
TMER ENGINEERING PROFESSIONALS
326 TRYON ROAD
LOWER GROUNDBAR UPPER/ 8NTERMEMATC GROUND BAR RALEIGH, NC 27603
OFFICE: [phone]
SCALE: N.T.S. SCALE: N.T.S. WWW.t@Pgf0UP.112t
N.C. LICENSE # C-1794.
STAINLESS SEAL: o -
STEEL BOLT
STAINLESS
E
STEEL NUT STAINLESS STEELa
BELLEVILLE WASHER GROUND LEADS �a
TO NEW EQUIPMENT8.12-AL e
iivv
a crs ,
GROUND BAR LOCATED
INSIDE TELCO CABINET
o dune 19, 2015
STAINLESS STEEL BUUSPER BAR O 0 0 3 06-19-15
FLAT WASHER
CONSTRUCTION
2 05 -II -15 90%
CONNECT GROUND WIRES TO I. 04-22-15 PRELIMINARY
GROUND BAR WITH 2—HOLE O 02-04-I5 PRELIMINARY
LUGS. ALL SURFACES TO BE
COATED WITH KOPR-SHIELD. REV DATE ISSUED FOR:
NOTES. GROUND LEAD TO DRAWN BY: JTC CHECKED BY: JAS
INSPECTION WELL AT
1. ALL HARDWARE SHALL BE 18-8 STAINLESS STEEL, INCLUDING THE BELLEVILLE tj EQUIPME{Vr:GR0UND=., nµ.F SHEET TITLE:
WASHERS. COAT ALL SURFACES WITH KOPR—SHIELD BEFORE MATING. RING
2. FOR GROUND BOND TO STEEL ONLY; INSERT A DRAGON TOOTH WASHER BETWEEN G oROUNUNG
THE LUG AND STEEL. COAT ALL SURFACES WITH KOPR—SHIELD. ®ETMLS fl
SHEET NUMBER: REVISION:
LUG DETML ML GROUND BAR N TELCO C MNET 3
SCALE: N.T.S. SCALE: N.T.S. -4
TEP #: 31862