19626_AMERIATIC TOWER SYSTEMS_19981005

Applicant Name
Address
Citv
4
CAMA AND DREDGE AND FILL
GENERAL
PERMIT
as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15A NCAC
Project Location (County, State Road, Water Body, etc.)
Type of Project Activity
State
Phone Number
HIS
PROJECT DESCRIPTION
SKETCH .>f- , ti-�' } � n,
(SCALE: )
Pier (dock) length
Groin length
11 r 4
number
Bulkhead length
l...``y
il-'.`
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
(
I
Other
•�
•� � _•�� i �
- .
i
�,; } ," may' �:
This permit is subject to compliance with this application, site
drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine,
imprisonment or civil action; and may cause the permit to be-
come null and void'.
This permit must be on the project site and accessible to the
permit officer when the project is inspected for compliance.
The applicant certifies by signing this permit that 1) this pro-
ject is consistent with the local land use plan and all local
ordinances, and 2) a written statement has been obtained from
adjacent riparian landowners certifying that they have no
objections to the proposed work.
applicant's signature
i
permit officer's signature
issuing date expiration date
attachments
wr In issuing this permit the State of North Carolina certifies that
'( this project is consistent with the North Carolina Coastal application fee
t Management Program.
I'

GEARON COMMUNICATION 02-98 1140
A. DIVISION OF AMER AN TOWER SYSTEMS, LP
919-833-2301
3016 HILLSBOROUGH STREET X 66-19/530
RALEIGH, NC 27607 DATE 405
PAY �^
TO THE
ORDER OF jt
7!K-0 11 DOLLARS L7a=m
NationsBank
NationsBank,
Carolinas
FOR (D- OL,�
11NOOLZL,0II' ii:053000196e: 065 071 02SI3,12

A
:N&
Alton L. Hall
6301 Market Street
Wilmington, NC 28405
Dear Mr. Hall,
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT_ /
October 1, 1998
I am writing to you with regard to your concerns over the cell communication tower to be
constructed on Cedar Pt. Blvd. in Carteret County. You expressed a concern over potential
stormwater runoff potential from the proposed vegetated buffer. The Division of Coastal
Management does not manage stormwater runoff. In a recent attempt to allay a neighbor's
valid concerns over runoff increased by adjoining development, we were reminded by the
Attorney General's Office that the Coastal Area Management Act does not address
stormwater, and the Division does not regulate it. Stormwater is regulate e Division
of Water Quality out of the Wilmington Regional Office. Howev ,there e are not
initiated unless there is an acre of disturbance, which there is not, or a A Major Permit
required, which there is not. You may want to contact the Zoning Office of Carteret County,
as they are requiring the vegetated buffer. I will advise the American Tower Systems of your
concerns as well.
Thank you for your comments, and I apologize that I cannot address this issue further. If you
have any questions, please feel free to call me.
SaBarrtt
T
Coastal Management Representative
tjb
cc: Ted Tyndall, DCM
Mike Morris, LPO
Morehead City Office
Hestron Plaza H, 151-B Hwy. 24, Morehead City, NC 28557
Phone[phone] Fax[phone]

HALL'S STORAGE BUILDINGS, INC.
6301 MARKET STREET
WILMINGTON, NC 28405
( 910 ) 392-5955 SEF 3 0 1998
September 28, 1998
Ms. Tere Barrett
Coastal Management Representative
NCDENR - Division of Coastal Management
Hestron Plaza II 151-B Hwy. 24
Morehead City, NC 28557
Re: Construction of Cellular Tower
Dear Ms. Barrett,
Thank you for the opportunity to respond to the proposed
construction of a communication tower on property which is
adjoining my own.
I do not have any questions concerning the construction of
the tower itself. My concern is the landscape buffer which
is going to be placed along adjoining property lines. I
would like to be assured that any buffers put in place will
provide for adequate drainage on said property and will not
create any standing water problems on my property.
Thank you for your consideration in this matter. I will be
looking forward to your response to my letter.
Very truly yours,
Alton L. Hall

♦ .
SEP.28.199e 9:36AM HALLS CAMPER, SALES
- --' Q13f11CN 5 GCRC
ENGINE—ERS. INC.
September 17, 1998
Mr. Alton L. Hall
6301 Market Street
Wilmington, NC 28445
Dear Mr. HaII:
This letter is to inform you of the proposed construct
of Ms. Mary Ethel Shackelford (see attached figure). I
ft lattice commiuiications urvver at a base elevation of
the sides of die tower and additional communicatiow
equipment will be enclosed by a 7 -ft tall chain link
fenced area (65 R by 65 $) will be sru•rounded with 4
along all residential property fines.
As an adjoining property owner in a Coastal M
comment on this proposed action. All comments
Ms. Fere Barrett
Coastal Management Representative
NCDENR - Division of Coastal Mana
Hestron Plaza U 151-B Hwy 24
Morehead City, North Carolina 28557
[phone].
If response is not received within 10 days, it will
action. Ifyou have any questions about the design
me at [phone].
Very truly yours,
O'BRIEN & GERE ENGINEEM, INC.
-Daniel F, Southwick, P.E.
Managing Engineer
Enclosure
cc: Tere Danttt - Division of Coastal h
Richard Beesley - American Tower
iA.A21ZI%2%-M2r.wpd
O'Brien & Gana Engineers, Inc., an O'Brien u Gere Co
1016 Aviation Parkway ! SuRe 7001 P -p. Box 80308 f I
...and offices in major U.S- C&IOS
NO. 177 P.I
Via Certified Mail
Re. Construction of a Cellular
Communications Tower
au of a cellular communications tower on the property
he proposed activities include the construction of a 2W
10 ft above sea level. The antennae will be attached to
equipment installed on a steel platform. The tows -r ,and
security fence with three strands of barbed wire. The
! shrubs. In addition, a landscape buffer will be placed
meat area, you have the opportunity to respond and
be received within 10 days and must be addressed to:
assumed that you have no comment on the proposed
he tower, please feel free to contact Rebecca Hobbs or
NC 27623 / [phone] FAX [phone]

F15
40a
RCDENR
JAMES B. HUNT JR.
GOVERNOR
WAYNE MCDEVITT Richard Beasley
SECRETARY American Tower Systems
3016 Hillsborough Street, Suite 201
Raleigh, N.C. 27607
DONNA D. MOFFITT Dear Richard.
DIRECTOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
September 30, 1998
Attached is General Permit #C-19626 to construct a Cell Tower at 416 Cedar Point
Blvd., Cedar Point, North Carolina.
In order to validate this permit, please sign all three (3) copies as indicated. Retain the
white copy for your files and return the yellow and pink signed copies to us in the enclosed,
self-addressed envelope.
Your early attention to this matter would be appreciated.
TB/rcb
Enclosures
Y
Sincerely,
Tere Barrett
Coastal Management Representative
MOREHEAD CITY OFFICE
HESTRON PLAZA II 151-B HIGHWAY 24 MOREHEAD CITY NC 28557
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/I Oq POST -CONSUMER PAPER

ENGINEERS, INC.
September 17, 1998
Ms. Tere Barrett
Coastal Management Representative
NCDENR - Division of Coastal Management
Hestron Plaza I1, 151-B Hwy 24
Morehead City, North Carolina 28557
Dear Ms. Barrett:
SEP 18 1998
Re: Proposed Communications Tower
Cedar Point, North Carolina
File: 21219 #2
Our client is proposing to install a communications tower at 416 Cedar Point Blvd. in Cedar Point, North
Carolina as shown in the enclosed set of drawings. Because the proposed tower site is located in an area which
is currently regulated by the Division of Coastal Management, we are requesting a General Permit from your
Division to proceed with construction. A check in the amount of $50.00 has been included as part of this
permit application. In addition, all surrounding property owners have been notified of the proposed action via
certified mail as required by your Division.
Upon completing your review ofthe enclosed information, please submit any correspondence to the following
address:
Mr. Richard Beesley
American Tower Systems
3016 Hillsborough Street
Suite 201
Raleigh, NC 27607
Should you require additional information, please do not hesitate to contact me or Mr. Daniel F. Southwick
at 919-469-0099.
Very truly yours,
5ebe
EN &GEREENGIN ERS, INca L. Ho bs
Design Engineer
Enclosure
cc: Richard Beesley, American Tower Systems
i:1.. V 0000121219\2\tb09-17.wpd
O'Brien & Gere Engineers, Inc., an O'Brien & Gere Company
1015 Aviation Parkway / Suite 700 / P.O. Box 80308 / Raleigh, NC 27623 / [phone] FAX [phone]
...and offices in major U.S. cities

a

CNGINCE—:RS, INC.
September 17, 1998
Mr. Charles F. Renegar
P. O. Box 562
Yadkinsville, NC 27055
Dear Mr. Renegar:
Via Certified Mail
Re: Construction of a Cellular
Communications Tower
SEP 1 8 1998
This letter is to inform you of the proposed construction of a cellular communications tower on the property
of Ms. Mary Ethel Shackelford (see attached figure). The proposed activities include the construction of a 260 -
ft lattice communications tower at a base elevation of 10 ft above sea level. The antennae will be attached to
the sides of the tower and additional communications equipment installed on a steel platform. The tower and
equipment will be enclosed by a 7 -ft tall chain link security fence with three strands of barbed wire. The
fenced area (65 ft by 65 ft) will be surrounded with 42 shrubs. In addition, a landscape buffer will be placed
along all residential property lines.
As an adjoining property owner in a Coastal Management area, you have the opportunity to respond and
comment on this proposed action. All comments must be received within 10 days and must be addressed to:
Ms. Tere Barrett
Coastal Management Representative
NCDENR - Division of Coastal Management
Hestron Plaza II 151-B Hwy 24
Morehead City, North Carolina 28557
[phone].
If a response is not received within 10 days, it will be assumed that you have no comment on the proposed
action. If you have any questions about the design of the tower, please feel free to contact Rebecca Hobbs or
me at [phone].
Very truly yours,
O'BRIEN & GERE ENGINEERS, INC.
Daniel F. Southwick, P.E.
Managing Engineer
Enclosure
cc: Tere Barrett - Division of Coastal Management
Richard Beesley - American Tower Systems
i A. A21219\2Vetter.wpd
O'Brien & Gere Engineers, Inc., an O'Brien & Gere Company
1015 Aviation Parkway / Suite 700 / P.O. Box 80308 / Raleigh, NC 27623 / [phone] FAX [phone]
...and offices in major U.S. cities

=_ = GBRIEN E GENE
ENGINEERS, INC.
September 17, 1998
Mr. Bobby Jenkins Bright
P. O. Box 792
Swansboro, NC 28584
Dear Mr. Bright:
Via Certified Mail
Re: Construction of a Cellular
Communications Tower
SEP 1 8 1998
This letter is to inform you of the proposed construction of a cellular communications tower on the property
of Ms. Mary Ethel Shackelford (see attached figure). The proposed activities include the construction of a 260 -
ft lattice communications tower at a base elevation of 10 ft above sea level. The antennae will be attached to
the sides of the tower and additional communications equipment installed on a steel platform. The tower and
equipment will be enclosed by a 7 -ft tall chain link security fence with three strands of barbed wire. The
fenced area (65 ft by 65 ft) will be surrounded with 42 shrubs. In addition, a landscape buffer will be placed
along all residential property lines.
As an adjoining property owner in a Coastal Management area, you have the opportunity to respond and
comment on this proposed action. All comments must be received within 10 days and must be addressed to:
Ms. Tere Barrett
Coastal Management Representative
NCDENR - Division of Coastal Management
Hestron Plaza II 151-B Hwy 24
Morehead City, North Carolina 28557
[phone].
If a response is not received within 10 days, it will be assumed that you have no comment on the proposed
action. If you have any questions about the design of the tower, please feel free to contact Rebecca Hobbs or
me at [phone].
Very truly yours,
O'BRIEN & GERE ENGINEERS, INC.
Daniel F. Southwick, P.E.
Managing Engineer
Enclosure
cc: Tere Barrett - Division of Coastal Management
Richard Beesley - American Tower Systems
i A. A21219\2V etter. wpd
O'Brien & Gere Engineers, Inc., an O'Brien & Gere Company
1015 Aviation Parkway / Suite 700 / P.O. Box 80308 / Raleigh, NC 27623 / [phone] FAX [phone]
...and offices in major U.S. cities

== O'BRICN5GCRC
ENGINEERS, INC.
September 17, 1998
Mr. Alton L. Hall
6301 Market Street
Wilmington, NC 28405
Dear Mr. Hall:
Via Certified Mail
Re: Construction of a Cellular
Communications Tower
SEP 1 8 1998
This letter is to inform you of the proposed construction of a cellular communications tower on the property
of Ms. Mary Ethel Shackelford (see attached figure). The proposed activities include the construction of a 260 -
ft lattice communications tower at a base elevation of 10 ft above sea level. The antennae will be attached to
the sides of the tower and additional communications equipment installed on a steel platform. The tower and
equipment will be enclosed by a 7 -ft tall chain link security fence with three strands of barbed wire. The
fenced area (65 ft by 65 ft) will be surrounded with 42 shrubs. In addition, a landscape buffer will be placed
along all residential property lines.
As an adjoining property owner in a Coastal Management area, you have the opportunity to respond and
comment on this proposed action. All comments must be received within 10 days and must be addressed to:
Ms. Tere Barrett
Coastal Management Representative
NCDENR - Division of Coastal Management
Hestron Plaza II 151-B Hwy 24
Morehead City, North Carolina 28557
[phone].
If a response is not received within 10 days, it will be assumed that you have no comment on the proposed
action. If you have any questions about the design of the tower, please feel free to contact Rebecca Hobbs or
me at [phone].
Very truly yours,
O'BRIEN & GERE ENGINEERS, INC.
Daniel F. Southwick, P.E.
Managing Engineer
Enclosure
cc: Tere Barrett - Division of Coastal Management
Richard Beesley - American Tower Systems
\21219\2\1etter.wpd
O'Brien & Gere Engineers, Inc., an O'Brien & Gere Company
1015 Aviation Parkway / Suite 700 / P.O. Box 80308 / Raleigh, NC 27623 / [phone] FAX [phone]
...and offices in major U.S. cities

ENGINEERS, INC.
September 17, 1998
Mr. Carl T. Wade
427 Cedar Point Blvd.
Swansboro, NC 28584
Dear Mr. Wade:
Via Certified Mail
Re: Construction of a Cellular
Communications Tower
SEP 1 81998
This letter is to inform you of the proposed construction of a cellular communications tower on the property
of Ms. Mary Ethel Shackelford (see attached figure). The proposed activities include the construction of a 260 -
ft lattice communications tower at a base elevation of 10 ft above sea level. The antennae will be attached to
the sides of the tower and additional communications equipment installed on a steel platform. The tower and
equipment will be enclosed by a 7 -ft tall chain link security fence with three strands of barbed wire. The
fenced area (65 ft by 65 ft) will be surrounded with 42 shrubs. In addition, a landscape buffer will be placed
along all residential property lines.
As an adjoining property owner in a Coastal Management area, you have the opportunity to respond and
comment on this proposed action. All comments must be received within 10 days and must be addressed to:
Ms. Tere Barrett
Coastal Management Representative
NCDENR - Division of Coastal Management
Hestron Plaza I1 151-B Hwy 24
Morehead City, North Carolina 28557
[phone].
If a response is not received within 10 days, it will be assumed that you have no comment on the proposed
action. If you have any questions about the design of the tower, please feel free to contact Rebecca Hobbs or
me at [phone].
Very truly yours,
O'BRIEN & GERE ENGINEERS, INC.
Daniel F. Southwick, P.E.
Managing Engineer
Enclosure
cc: Tere Barrett - Division of Coastal Management
Richard Beesley - American Tower Systems
i s \.A 2 l 2 l 9\2V e tte r. wp d
O'Brien & Gere Engineers, Inc., an O'Brien & Gere Company
1015 Aviation Parkway / Suite 700 / P.O. Box 80308 / Raleigh, NC 27623 / [phone] FAX [phone]
...and offices in major U.S. cities

O'BRIEN F GCRC
CNGINE—EPS, INC.
September 17, 1998
Mr. Clarence King d/b/a King's Country Kitchen
410 Cedar Point Blvd.
Swansboro, NC 28584
Dear Mr. King:
Via Certified Mail
Re: Construction of a Cellular
Communications Tower
SEF 1 8 1998
This letter is to inform you of the proposed construction of a cellular communications tower on the property
of Ms. Mary Ethel Shackelford (see attached figure). The proposed activities include the construction of a 260 -
ft lattice communications tower at a base elevation of 10 ft above sea level. The antennae will be attached to
the sides of the tower and additional communications equipment installed on a steel platform. The tower and
equipment will be enclosed by a 7 -ft tall chain link security fence with three strands of barbed wire. The
fenced area (65 ft by 65 ft) will be surrounded with 42 shrubs. In addition, a landscape buffer will be placed
along all residential property lines.
As an adjoining property owner in a Coastal Management area, you have the opportunity to respond and
comment on this proposed action. All comments must be received within 10 days and must be addressed to:
Ms. Tere Barrett
Coastal Management Representative
NCDENR - Division of Coastal Management
Hestron Plaza II 151-B Hwy 24
Morehead City, North Carolina 28557
[phone].
If a response is not received within 10 days, it will be assumed that you have no comment on the proposed
action. If you have any questions about the design of the tower, please feel free to contact Rebecca Hobbs or
me at [phone].
Very truly yours,
O'BRIEN & GERE ENGINEERS, INC.
Daniel F. Southwick, P.E.
Managing Engineer
Enclosure
cc: Tere Barrett - Division of Coastal Management
Richard Beesley - American Tower Systems
tA.A 2I219\2Vetter.wpd
O'Brien & Gere Engineers, Inc., an O'Brien & Gere Company
1015 Aviation Parkway / Suite 700 / P.O. Box 80308 / Raleigh, NC 27623 / [phone] FAX [phone]
...and offices in major U.S. cities

GBRICN F GCRC
ENGINEERS, INC.
September 17, 1998
Mr. Ray Richard Tetidrick
149 Ash Street
Swansboro, NC 28584
Dear Mr. Tetidrick:
SEP 1 8 1998
Via Certified Mail
Re: Construction of a Cellular
Communications Tower
This letter is to inform you of the proposed construction of a cellular communications tower on the property
of Ms. Mary Ethel Shackelford (see attached figure). The proposed activities include the construction of a 260-
ft lattice communications tower at a base elevation of 10 ft above sea level. The antennae will be attached to
the sides of the tower and additional communications equipment installed on a steel platform. The tower and
equipment will be enclosed by a 7 -ft tall chain link security fence with three strands of barbed wire. The
fenced area (65 ft by 65 ft) will be surrounded with 42 shrubs. In addition, a landscape buffer will be placed
along all residential property lines.
As an adjoining property owner in a Coastal Management area, you have the opportunity to respond and
comment on this proposed action. All comments must be received within 10 days and must be addressed to:
Ms. Tere Barrett
Coastal Management Representative
NCDENR - Division of Coastal Management
Hestron Plaza II 151-B Hwy 24
Morehead City, North Carolina 28557
[phone].
If a response is not received within 10 days, it will be assumed that you have no comment on the proposed
action. If you have any questions about the design of the tower, please feel free to contact Rebecca Hobbs or
me at [phone].
Very truly yours,
O'BRIEN & GERE ENGINEERS, INC.
Daniel F. Southwick, P.E.
Managing Engineer
Enclosure
cc: Tere Barrett - Division of Coastal Management
Richard Beesley - American Tower Systems
i A..\21219\2\letter. wpd
O'Brien & Gere Engineers, Inc., an O'Brien & Gere Company
1015 Aviation Parkway / Suite 700 / P.O. Box 80308 / Raleigh, NC 27623 / [phone] FAX [phone]
...and offices in major U.S. cities

GBRICN F GERE
ENGINEERS, INC
September 17, 1998
Mr. Lawrence T. Jones
3041 Stantonburg Road
Wilson, NC 27893
Dear Mr. Jones:
SEP 1 81998
Via Certified Mail
Re: Construction of a Cellular
Communications Tower
This letter is to inform you of the proposed construction of a cellular communications tower on the property
of Ms. Mary Ethel Shackelford (see attached figure). The proposed activities include the construction of a 260 -
ft lattice communications tower at a base elevation of 10 ft above sea level. The antennae will be attached to
the sides of the tower and additional communications equipment installed on a steel platform. The tower and
equipment will be enclosed by a 7 -ft tall chain link security fence with three strands of barbed wire. The
fenced area (65 ft by 65 ft) will be surrounded with 42 shrubs. In addition, a landscape buffer will be placed
along all residential property lines.
As an adjoining property owner in a Coastal Management area, you have the opportunity to respond and
comment on this proposed action. All comments must be received within 10 days and must be addressed to:
Ms. Tere Barrett
Coastal Management Representative
NCDENR - Division of Coastal Management
Hestron Plaza II 151-B Hwy 24
Morehead City, North Carolina 28557
[phone].
If a response is not received within 10 days, it will be assumed that you have no comment on the proposed
action. If you have any questions about the design of the tower, please feel free to contact Rebecca Hobbs or
me at [phone].
Very truly yours,
O'BRIEN & GERE ENGINEERS, INC.
Daniel F. Southwick, P.E.
Managing Engineer
Enclosure
cc: Tere Barrett - Division of Coastal Management
Richard Beesley - American Tower Systems
iAA212I9\2Vetter.wpd
O'Brien & Gere Engineers, Inc., an O'Brien & Gere Company
1015 Aviation Parkway / Suite 700 / P.O. Box 80308 / Raleigh, 'NC 27623 / [phone] FAX [phone]
...and offices in major U.S. cities

GBRICN F GCRC
CNGINEEPS, INC.
September 17, 1998
Ms. Nancy S. Barfield
448 Cedar Point Avenue
Swansboro, NC 28584
Dear Ms. Barfield:
Via Certified Mail
Re: Construction of a Cellular
Communications Tower
SEP 181998
This letter is to inform you of the proposed construction of a cellular communications tower on the property
of Ms. Mary Ethel Shackelford (see attached figure). The proposed activities include the construction of a 260 -
ft lattice communications tower at a base elevation of 10 ft above sea level. The antennae will be attached to
the sides of the tower and additional communications equipment installed on a steel platform. The tower and
equipment will be enclosed by a 7 -ft tall chain link security fence with three strands of barbed wire. The
fenced area (65 ft by 65 ft) will be surrounded with 42 shrubs. In addition, a landscape buffer will be placed
along all residential property lines.
As an adjoining property owner in a Coastal Management area, you have the opportunity to respond and
comment on this proposed action. All comments must be received within 10 days and must be addressed to:
Ms. Tere Barrett
Coastal Management Representative
NCDENR - Division of Coastal Management
Hestron Plaza II 151-B Hwy 24
Morehead City, North Carolina 28557
[phone].
If a response is not received within 10 days, it will be assumed that you have no comment on the proposed
action. If you have any questions about the design of the tower, please feel free to contact Rebecca Hobbs or
me at [phone].
Very truly yours,
O'BRIEN & GERE ENGINEERS, INC.
Daniel F. Southwick, P.E.
Managing Engineer
Enclosure
cc: Tere Barrett - Division of Coastal Management
Richard Beesley - American Tower Systems
iA. A21219\2Vetter.wpd
O'Brien & Gere Engineers, Inc., an O'Brien & Gere Company
1015 Aviation Parkway / Suite 700 / P.O. Box 80308 / Raleigh, NC 27623 / [phone] FAX [phone]
...and offices in major U.S. cities

DURICN E GCRC
CNGINCCPS, INC
September 17, 1998
Mr. Kenneth Ray
5320 Rock Quarry Road
Raleigh, NC 27610
Dear Mr. Ray:
Via Certified Mail
Re: Construction of a Cellular
Communications Tower
SEP 18 1998
This letter is to inform you of the proposed construction of a cellular communications tower on the property
of Ms. Mary Ethel Shackelford (see attached figure). The proposed activities include the construction of a 260 -
ft lattice communications tower at a base elevation of 10 ft above sea level. The antennae will be attached to
the sides of the tower and additional communications equipment installed on a steel platform. The tower and
equipment will be enclosed by a 7 -ft tall chain link security fence with three strands of barbed wire. The
fenced area (65 ft by 65 ft) will be surrounded with 42 shrubs. In addition, a landscape buffer will be placed
along all residential property Iines.
As an adjoining property owner in a Coastal Management area, you have the opportunity to respond and
comment on this proposed action. All comments must be received within 10 days and must be addressed to:
Ms. Tere Barrett
Coastal Management Representative
NCDENR - Division of Coastal Management
Hestron Plaza II 151-B Hwy 24
Morehead City, North Carolina 28557
[phone].
If a response is not received within 10 days, it will be assumed that you have no comment on the proposed
action. If you have any questions about the design of the tower, please feel free to contact Rebecca Hobbs or
me at [phone].
Very truly yours,
O'BRIEN & GERE ENGINEERS, INC.
Daniel F. Southwick, P.E.
Managing Engineer
Enclosure
cc: Tere Barrett - Division of Coastal Management
Richard Beesley - American Tower Systems
i A..\21219\2Uetter.wpd
O'Brien & Gere Engineers, Inc., an O'Brien & Gere Company
1015 Aviation Parkway / Suite 700 / P.O. Box 80308 / Raleigh, NC 27623 / [phone] FAX [phone]
...and offices in major U.S. cities

SITE PLAN GENERAL NOTES:
1. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW
AWAY FROM THE DCS EQUIPMENT AND TOWER AREA.
2. THE SUBGRADE SHALL BE COMPACTED AND BROUCHT TO A SMOOTH
UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
3. GRASSED AREAS DISTURBED BY THE WORK OF THIS CONTRACT SHALL BE
GRADED TO UNIFORM SLOPE, FERTILIZED, SEEDED AND COVERED WITH MULCH.
4. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING
CONSTRUCTION. EROSION CONTROL MEASURES SHALL BE IN
CONFORMANCE WITH THE NORTH CAROLINA GUIDELINES FOR SOIL
EROSION AND SEDIMENT CONTROL.
5. AUTHORIZATION FOR ACCESS TO AND WORK WITHIN PUBLIC ROAD R.O.W.
SHALL BE OBTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL ADHERE
TO ALL SPECIAL REQUIREMENTS SPECIFIED IN THE AUTHORIZATION.
6. ALL OTHER VEGETATIVE COVER DAMAGED OR REMOVED DURING
CONSTRUCTION ACTIVITIES SHALL BE REPLACED IN KIND BY THE
CONTRACTOR (UNLESS OTHERWISE NOTED).
7. TOPOGRAPHIC AND ROW INFORMATION TAKEN FROM A SURVEY
PREPARED BY ESP ASSSOCIATES, P.A., DATED 5/01/98.
8. IF NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING
AND REGRADING ROADWAY AND/OR FIELD AFTER THE INSTALLATION OF UTILITIES.
9. NO COMMERCIAL MESSAGES WILL BE DISPLAYED ON TOWER.
10. WATER AND SEWER SERVICES ARE NOT REQUIRED FOR THIS DEVELOPMENT.
11. LIGHTING: TOWER LIGHTING REQUIRED BY FAA TO BE DUAL MODE MEDIUM
INTENSITY LIGHTING (WHITE BEACON IN DAYTIME, RED BEACON IN EVENING).
12. PARKING SPACES ARE NOT REQUIRED FOR THIS DEVELOPMENT.
13. THE PROPOSED TELECOMMUNICATIONS SITE IS AN UNMANNED SITE. TRAFFIC
FLOW IS TWO WAY ON THE ACCESS DRIVE.
IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER MIS DOCUMENT.
FINAL DRAWING
NOT RELEASED
FOR CONSTRUCTION
I DATE: 7/21/98
IN CHARGE OF
DESIGNED SLS I DRAWN MDK
PREPARED FOR:
10x0
CHECKED DFS „ �= 100'
GEARON
COMMUNICATIONS
DATE
ISSUED FOR REVIEW
a \N
ASPHALT
GRAVEL
1 170
� \
I \
ZONE' /
R- 15M 1
\ ZONE
B-1
\
' PROPOSED GEARON COMMUNICATIONS
40' WIDE ACCESS EASEMENT
\ I
PROPOSED 12' WIDE
GRAVEL DRIVE
41.88' TO TOWER LEG \I
\ \ PROPOSED GEARON
COMMUNICATIONS
\ 75'x75'LEASE AREA
1 STORY (�
ALUMINUM
BUILDING
W/ BRICK
FRONT
FFE=6.64'
0.
1
r
130' FALL ZONE I <1
(50% TOWER HEIGHT) CENTER OF PROPOSED
1260' LATTICE TOWER
4
1
Ir�
1
I
ZONE
R-20
SITE PLAN
0 100 200 1 SCALE: 1"=100'
PREPARED BY:
O' BRICN E GERE
ENGINEERS INC.
REVISIONS i INIT
TO TOWER LEG
1
1
ZONE
R -15M
—PROPOSED 1
SECURITY 1
FENCE
ZONE
B-1
1
1
I
1
OVERALL
TRACT AREA
8.3t AC 1
ZONE
R-20
TRUE NORTH IS A
COUNTERCLOCKWISE 0
DEFLECTION OF a
01'05'53" FROM
NC GRID NORTH Z
SEP 1 8 1998
PROPOSED GEARON COMMUNICATIONS TOWER
EAST CHANNEL
SITE PLAN
CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
SfiE NO. 316-028 A
DATE:
7/21/98
FIE NO.
21219Z03

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GBRICN 5 GCRC
ENGINEERS, INC.
SEP 2 ff 1998
Transmittal
To: Ms. Tere Barrett Date: September 28, 1998
Coastal Management Representative
NCDENR - Division of Coastal Management File: 21219 #2
Hestron Plaza I1, 151-B Hwy 24
Morehead City, North Carolina 28557 Re: Proposed Communications
Tower - Cedar Point, NC
We are sending you:
X herewith_under separate cover: _drawings X descriptive literature letters
If material received is not as listed, please notify us at once.
Quan.
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Very truly yours,
I -for your information
Y -for your approval
a' RIEN & GERaENEERS, INC.
e ca Abs
Design Engineer
O'Brien & Gere Engineers, Inc., an O'Brien & Gere Company
1015 Aviation Parkway / Suite 700 / P.O. Box 80308 / Raleigh, NC 27623 / [phone] FAX [phone]
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TO CAPE RE1
LOCATION PLAN
NOT TO SCALE
TRUE NORTH IS A 01'05'53" COUNTERCLOCKWISE DEFLECTION
FROM NC GRID NORTH --
DIRECTIONS
GEARON EP 18 1998
COMMUNICATIONS
PROPOSED UNMANNED WIRELESS COMMUNICATIONS SITE
FROM RALEIGH FOLLOW HWY 70 EAST THROUGH NEWPORT TO HWY 24 WEST.
TAKE HWY 24 WEST 16.0 MILES TO HWY 58. CONTINUE WEST ON HWY 24.
SITE IS LOCATED 1.8 MILES BEYOND THE INTERSECTION OF HWY 24 & HWY 58
ON THE LEFT. (VACANT LOT BEHIND CRYSTAL COAST CARPETS & INTERIORS)
PROJECT INFORMATION
SITE NAME: EAST CHANNEL
SITE ADDRESS: 416 CEDAR POINT BLVD
CEDAR POINT, NC 28584
ZONING CLASSIFICATION: B-1
ZONING JURISDICTION: CARTERET COUNTY
NEW CHANGES:
= = 013RIEN 5 GERE
ENGINEERS, INC.
1015 AVIATK)N PKWY. STE 700
DAN MOFFJUSTHWI� IACK P ENM NAGINoENGINEER
[phone]
FAX [phone]
SITE *: 316- 028 A
SITE NAME: EAST CHANNEL
CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY OCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
CEDAR POINT, NC
PROJECT DIRECTORY
PROPERTY OWNERS: MARY ETHEL SHACKELFORD
415 McLEAN DRIVE
SWANSBORO, NC 28584
W: 919 393-2111
H: �919� 393-2311
APPLICANTS: GEARON COMMUNICATIONS
3016 HILLSBOROUGH ST.
SUITE 201
RALEIGH, NC 27607
[phone]
TELEPHONE: SPRINT
CONTACT: ENGINEERING DEPARTMENT
[phone]
POWER: CARTERET/CRAVEN ELECTRIC
CONTACT: CUSTOMER SERVICE
[phone]
PROJECT #21219
INDEX TO DRAWINGS
TITLE SHEET
Cl LEGEND AND GENERAL NOTES
C2 SURVEY
C3 SITE PLAN
C4 SITE PLAN LAYOUT
C5 DETAIL PLAN & ELEVATION
C6 GRADING PLAN
C7 SITE DETAILS
C8 SITE DETAILS
C9 LANDSCAPE PLAN
C10 LANDSCAPE DETAIL PLAN
C11 LANDSCAPE DETAILS
E1 ELECTRICAL NOTES
E2 ELECTRICAL SITE PLAN
E3 PARTIAL ELECTRICAL PLAN
E4 SITE GROUNDING PLAN
E5 ELECTRICAL DETAILS
E6 ELECTRICAL DETAILS
E7 ELECTRICAL DETAILS
E8 ELECTRICAL DETAILS
MAY, 1998

of SEP 1 g 1998
GENERAL NOTES:
1.
DATUM:
HORIZONTAL: NAD 1983
VERTICAL: NGVD 1929
CIVIL LEGEND
2.
ELEVATIONS SHOWN ARE BASED ON FIELD MEASUREMENTS. CONTOURS ARE AN INTERPOLATION
o
CONTROL POINT
OF THE FIELD MEASUREMENTS.
x
EXISTING SPOT ELEVATION
x
PROPOSED SPOT ELEVATION
3.
UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM A COMBINATION OF FIELD
a�
WATER VALVE
MEASUREMENTS, AVAILABLE MAPS, RECORDS AND INFORMATION PROVIDED BY OTHERS.
O
SANITARY SEWER MANHOLE
THEIR LOCATION IS APPROXIMATE ONLY. THERE MAY BE OTHER UNDERGROUND FACILITIES,
—R—
PROPERTY LINE (NON—SURVEYED)
STRUCTURES OR UTILITIES THE EXISTENCE OF WHICH ARE PRESENTLY UNKNOWN.
— —
RIGHT LINE
WAY
CONTRACTOR IS STRONGLY CAUTIONED OF THE EXISTENCE OF POSSIBLE UNDERGROUND UTILITIES IN
— —
PROPOSSEDED LEASE PARCEL LINE
CONSTRUCTION AREAS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE APPROPRIATE
_
— —275— —
EXISTING CONTOURS
UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF ANY EXCAVATION ACTIVITIES TO REQUEST
275
PROPOSED CONTOURS
EXACT FIELD LOCATION OF UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON PLANS.
X x
EXISTING CHAINLINK FENCE
X
PROPOSED CHAINLINK FENCE
4.
THIS PLAN IS BASED ON A GENERAL LOCATION SURVEY BY ESP ASSOCIATES, P.A. DATED MAY 1, 1998
EXISTING TREE LINE
(DRAWING Z2).
PROPOSED TREE LINE
— —
PROPOSED EASEMENT
5.
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ELEVATIONS, AND MEMBER
— s $$ —
EXISTING SANITARY SEWER
SIZES PRIOR TO STARTING ANY WORK. DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS,
G
EXISTING NATURAL GAS LINE
DRAIN PIPES AND VENTS, BEFORE COMMENCING WORK. CONTRACTOR SHALL NOTIFY ENGINEER IF
PROPOSED SILT FENCE
ACTUAL CONDITIONS DIFFER SIGNIFICANTLY FROM WHAT IS SHOWN ON DRAWINGS.
a
REPRESENTS DETAIL #
6.
THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES AND EQUIPMENT
STND
REPRESENTS DETAIL LOCATED IN
MANUFACTURERS.
STANDARD SPECIFICATIONS AND DETAILS
7.
THE CONTRACTOR SHALL USE CAUTION DURING CONSTRUCTION SO AS TO NOT DAMAGE ANY EXISTING
REPRESENTS DETAIL #
UTILITIES. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED
C7
REPRESENTS DETAIL LOCATION (SHEET NUMBER)
TO THE SATISFACTION OF THE OWNER AND ENGINEER. ALL COSTS OF SAID REPAIRS SHALL BE BORNE
BY THE CONTRACTOR.
CONSTRUCTION EXIT
8.
THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER CONTRACTORS SO
THE PROGRESS OF WORK IS NOT INTERRUPTED.
9.
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY PROJECT SITE, REMOVE
AND DISPOSE OFF SITE ALL RUBBISH, WASTE MATERIALS, LITTER, AND ALL FOREIGN SUBSTANCES DAILY.
10.
INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS
OR CONDITIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION.
ANY SUCH ACTION SHALL REQUIRE OWNER'S WRITTEN APPROVAL.
ESS/0
SEAL =_
_-
CONTRACTOR SHALL REFERENCE
O �• 022293 .•
BELLSOUTH MOBILITY OCS
�J (,
j,�(//••F�CiI NE.••�\`�
IN CHARGE OF
DESIGNED SLS DRAWN
DL CHECKED DFS NOT TO SCALE
STANDARD DETALS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
� • (````�
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PREPARED FOR:
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PREPARED BY:
SfTE NO. 316-028 A
PROPOSED GEARON COMMUNICATIONS TOWER
GEARON
--_=_ EAST CHANNEL DATE:
O DI�ICN E GCRC
IT A VIOUTION FDR PERSON UNLESS HEY ARE
ACTING UNDER THE DIRECTION OE A LICENSED
COMMUNICATIONS 1 8/18/88 ISSUED FOR CONSTRUCTION
0 8/7/98 ISSUED FOR REVIEW
_— 8,7,98 C ,)
ENGINEERS INC.
LEGEND AND GENERAL ` `�
PROFESSIONAL IN ER
ENGINEER TO ALTER THIS DOCUMENT.
NO. DATE REVISIONS
INIT
NOTES 21219001

I .82 DITCHLINE
0' x 2.25 2.59 W/STANDING WATER /
4.42 a.4
2.25/' 5.2 / x GENERAL NOTES
2.87 x
ate.
% POWER POLE 1. Hdr;-tai and V.Nicd Dolumf cal.W l.d from NCCS manumsl 'BETH'.
W/TRANS.1 q" 2. Nwlh Cwdne Slate Rana Cawdlnol.s era ba.M an NAD 63 datum atm
/ 6.1 d.wtlanf based d, NOVO 29 datum. A q.egrepnle podllan aoa edculotN
5.1 x tram Use .lata Plan, cowdnols o.lnq the Cwpedan Wool- (V4.12) of
.Y me uS Army Topographic Enginawing Center. The bas datum df the
I.
x / for the Wtic�ol tPosition.�AC-Cy ldwmlcaslaowi
pt stoic pica. 29
%� cowdlnolas and the 9eographlc palatial era +/- SO' horlsantdl era +/- 20'
6.4 wtkal.
a' J. Tn. I« -tion. of ondergrwnd 01W. a. sheen he - w -ben
. based on
x
ground .tractors and wd dr-.ing. Wowded to the • yw. L -.t;.,.
6.5 of ondarif-d utillls s mm /st-errmay y halocellana sheen er
h.an.
'Y x $ X AddiHmd buried utillls/structures may as wc HaW. No scandal,
mad..1ils the "was of 9,I. urvey to locate buriM uliltM./
fW,res. ESP Aa.oc;ws m­
na q -t- that the .ndarg, nd
utillls shown bamwiss all wU uUills M the woo, other h -,ic.
abandoned. EP..oc
Afals further does at .want that the underground
10 / utillls s1 -an we n the =t Iocatlm indicated.
4. 1- NORTH is a-twdoc4a1. d.11 -Hon of 01'0353' from NC Gld NORTH.
PCP R a PPL \ Z 5. This mop dos not rWasnl a bwndwy why by ESP Associate., AI
ASPHALT
1S \ WOPerty lin. nfwmatim is an -en accwd;nq to asiftlnq deeds, plotplot,old/o'\ 4 to. =t
aps
6. Title
ad! to
T \ 7.0 ) / 7. Flood •h-10rd dela ea, �/ PraMded toaW.pwa this urn,.
\ 9. \� 'lnZ / S.7 / 6.e A Zanlnq lothat f aW net Wood
oh twidiiI 10,14setbacro.e.d
K 9. Zoning sheen nw.m basad m ronnq one T -is WeMa.a to Wswe this corny.
A AV.
\ PROPOSED LEASE AREA DESCRIPTION
BEGINNING AT A POINT BEING THE NORTHWEST CORNER CF THE LEASE AREA SAID
PCINT BEING LOCATED S 8912'37% A DISTANCE OF 2,405.17' FROM EXISTING
R e\ 6.5 7.1 \ NORM CAROLINA CEO STATICN 'BETH' HAVING NORTH CAROLINA STATE
\ _ 7.4 \ x J•Cl PLANE COORGINAT T N NEW
LE SE AND E 2.569,436.014; THENCE FROM SND POINT
G \ Qi BEONnING AS THE NEW (EASE UNE THE Fd10WNG FOUR (4) CALLS: (1) N 7GVY57-E
A DISTANCE OF 7900' TO A PONT, (2) S 13'52'03'E A DISTANCE OF 75.00' TO A
R x ,\ 1 PONT, (3) S 76'0YS7'W A DISTANCE OF 75.00' TO A PONT, AND (4) N 13-52.03-W
A DISTANCEO' 75.00' i0 A PONT BEING THE POROFNI
NT AND ACE BEONNa
\ \ \ CONTAINING5625 SOUARE FEET AS SHOWN HEREON.
1 STORY . EWER CENTEB OF PROPOSED TOWER \
A REBAR SET
ALUMINUM BLDG. EA -OUT LAT 34.4035.92
\ LONG 077'05'51.79
W/ BRICK FRONT ` N- 342.729.741
E- 2,571,666.175
Ht GRAVEL \ \ ELEV. 6.60 PROPOSED 40' ACCESSNTIUTY EASEMENT DESCRIPTION
\10.2 � 6.4
7.6 7.6 CO NIENONC AT A PORN
NT BEING THE NORTHWEST COMER OF THE LEASE AREA SAO
R ) x X POINT BONG LOCATED S 5912'37E A DISTANCE OF 2.405.17 FROM EO9STING NORTH
\ ` 15.00 CAROLINA GEODETIC STATON'BETH' HAVING NORTH CAROINA STATE PLANE
I
toil 6'0T5✓� COORDINATES 1 N 342.787.285 AND E 2,559,436.04; THENCE FROM SAID PONT OF
HORIZONTAL DISTANCE 2. Y COMMENCEMENT N 76'07'57-E A DISTANCE OF 40.55' TO THE PONT OF BEONNING
0. AO' BEING THE CENTERLINE OF A 40' ACCESSAITUTY EASEMENT; THENCE N 23'5748' W
OF
56912'37'E A DISTANCE OF 214.33' TO A PONT ON THE SOUTHERN RICHT-OF-WAY UNE OF NC 24.
LL SAO EASEMENT BONG CEMIEREO ON THE DESCR=IED CENTERLINE AND MEASURED
NCGS 'BETH' ase T 6.J E jj N J I 20' PARALLEL TO AND PERPENDICULAR FROM SAID CENTERLINE AS EACH PARALLEL
NC 4810 NAD 83 IXHE EXTENDS FROM THE NOtTHEIbI LEASE UNE TO SNO SOITHERN RIGHT-OF-WAY UNE.
N-342.797.295 x �VO�� \
E-2.569.438.014 \ I e i 9.9
FFE=6.64' 6.4
x .Y
T
7.3
i v FA
\ y 99 Q, I
Q
/
LEGEND
M04T OF WAY
TREE UNE /�W'•Y i,
\J(`
LL I
I
•LEASE PARCEL
LEASE PARCEL 5615 S.F.'
5625 GF.
/
TQ�y7 W
5)a 6.8
7.t 7.1 7.2
X X X
LEASE UNE 'I
PROPERTY LINE ---F----( -
SPOT ELEVATION 0
POTHER POLE • {'
CONTROL PONT •
NOON MONUMENT • I1
1
CONTROL PONT 2
PREBAR GRID AD 93
x
TELEPHONE PEDESTAL m
IRON PIN SET O
\
7.5
x
N 342.iiaim0
E EV. 6.859926
EI 2. 6.77
_ _
LIGHT POLE is I
WELL •
TELEPHCNE MANHOLE dl L
X
6.7
Ix \
7.2
I /1/
7.3
I ix
x
R
SCALE 1'- 200' 1
7.4
x
7.3
x
7.2
x
7.2
X
7.6 I
x y
SITE ADDRESS: 416 CEDAR PONT BLVD. CEDAR PONT NC 28364 �I
SITE DIRECTIONS. FROM RALEIGH FOLLOW HWY 70 EAST THRU NEWPORT
TO HWY N WEST, FOLLOW HWY 24 16.0 MILES TO GROSS HWY 56 AND
CONTINUE
WEST ON HWY 24, STE 15 LOCATED 1.9 MILES ON THE LEFT.,
(VACANT LOT BEHIND CRYSTAL COAST CARPETS a, INTERIORS
7.3 X
7.2
7.3 x
X
7.6
6 93
7.2 x x - - x
7.3
X x
1 HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE
AND BELIEF THAT THE SURVEY DESCRIBED HEREIN
WAS PERFORMED UNDER MY SUPERVISION AND THAT
THE DATA LISTED HEREIN IS WITHIN THE HORIZONTAL
AND VER71CAL ACCURACY TOLERANCES AS SET FORTH
BY FAA 2C REOWREMENT9
I
THIS DRAWING HAS BEEN REDUCED FROM ITS I
ORIGINAL SIZE AND IS NO LONGER TO SCALE.
20 0 20 40 60
GRAPHIC SCALE - FEET
STB 10 / 918-028 A
9e
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1. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW
AWAY FROM THE DCS EQUIPMENT AND TOWER AREA.
2. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH
UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
3. GRASSED AREAS DISTURBED BY THE WORK OF THIS CONTRACT SHALL BE
GRADED TO UNIFORM SLOPE, FERTILIZED, SEEDED AND COVERED WITH MULCH.
4. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING
CONSTRUCTION. EROSION CONTROL MEASURES SHALL BE IN
CONFORMANCE WITH THE NORTH CAROLINA GUIDELINES FOR SOIL
EROSION AND SEDIMENT CONTROL.
5. AUTHORIZATION FOR ACCESS TO AND WORK WITHIN PUBLIC ROAD R.O.W.
SHALL BE OBTAINED BY THE CONTRACTOR. THE CONTRACTOR SHALL ADHERE
TO ALL SPECIAL REQUIREMENTS SPECIFIED IN THE AUTHORIZATION.
6. ALL OTHER VEGETATIVE COVER DAMAGED OR REMOVED DURING
CONSTRUCTION ACTIVITIES SHALL BE REPLACED IN KIND BY THE
CONTRACTOR (UNLESS OTHERWISE NOTED).
7. TOPOGRAPHIC AND ROW INFORMATION TAKEN FROM A SURVEY
PREPARED BY ESP ASSSOCIATES, P.A., DATED 5/01/98.
8. IF NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING
AND REGRADING ROADWAY AND/OR FIELD AFTER THE INSTALLATION OF UTILITIES.
9. NO COMMERCIAL MESSAGES WILL BE DISPLAYED ON TOWER.
10. WATER AND SEWER SERVICES ARE NOT REQUIRED FOR THIS DEVELOPMENT.
11. LIGHTING: TOWER LIGHTING REQUIRED BY FAA TO BE DUAL MODE MEDIUM
INTENSITY LIGHTING (WHITE BEACON IN DAYTIME, RED BEACON IN EVENING).
12. PARKING SPACES ARE NOT REQUIRED FOR THIS DEVELOPMENT.
13. THE PROPOSED TELECOMMUNICATIONS SITE IS AN UNMANNED SITE. TRAFFIC
FLOW IS TWO WAY ON THE ACCESS DRIVE.
14. THE PROPOSED LEASE AREA IS WITHIN FLOOD ZONE A8 ACCORDING TO THE
FEMA FLOOD INSURANCE RATE MAP 370043 0636C. THE FLOOD ELEVATION
IN THIS ZONE IS 10'-0".
-,````w I 11 If 1 I////CAR�'I
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SEAL =
022293 Y =
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III lilt%,
IT IS A VIOLATION OF UW FOR ANY PERSON UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
IN CHARGE OF
DESIGNED SLS I DRAWN DL I CHECKED DFS
PREPARED FOR:
GEARON
COMMUNICATIONS
ASPHALT
1 GRAVEL
1. 171
TRUE NORTH IS A m
i COUNTERCLOCKWISE a
ZONE DEFLECTION OF o
B-1 01'05'53" FROM
NC GRID NORTH z
PROPOSED GEARON COMMUNICATIONS
40' WIDE ACCESS EASEMENT
1
\ PROPOSED 12' WIDE 1
GRAVEL DRIVE SEP 1 8 1998
u'. 41.88' FROM BUILDING
TO TOWER LEG 11
o
PROPOSED GEARON
/ \ COMMUNICATIONS
75'x75'LEASE AREA 1
1
130' FALL ZONE—/ 11 <1
(50% TOWER HEIGHT) CENTER OF PROPOSED
260' LATTICE TOWER
1
1
1
1
�- ZONE
R-20
1 "=100' 100 0 100 200
PREPARED BY
8/18/98 ISSUED FOR CONSTRUCTION = -
8/7/98 ISSUED FOR REVIEW
DATE
REVISIONS
INIT
SITE PLAN
SCALE: 1"=100'
TO TOWER lEG I
I
I
ZONE
R -15M
— PROPOSED 1
SECURITY 1
FENCE
j
ONE-1
OVERALL
1 STORY
TRACT AREA
8.31 AC
ALUMINUM
BUILDING
WBRICK
I
FRONT
FFE=6.64'
TOWER L
130' FALL ZONE—/ 11 <1
(50% TOWER HEIGHT) CENTER OF PROPOSED
260' LATTICE TOWER
1
1
1
1
�- ZONE
R-20
1 "=100' 100 0 100 200
PREPARED BY
8/18/98 ISSUED FOR CONSTRUCTION = -
8/7/98 ISSUED FOR REVIEW
DATE
REVISIONS
INIT
SITE PLAN
SCALE: 1"=100'
TO TOWER lEG I
I
I
ZONE
R -15M
— PROPOSED 1
SECURITY 1
FENCE
j
ONE-1
OVERALL
1
1
1
TRACT AREA
8.31 AC
1
ZONE
R-20
PROPOSED GEARON COMMUNICATIONS TOWER
O' BRICN S GCRC EAST CHANNEL
ENGINEERS INC. SITE PLAN
CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
Sr E NO. 316-028 A
8i��98
21219CO3
C3

CAR
OOC
SEAL
•; 022293 Y =
�� , � :FtiGI N EF'� �• ���
IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THET ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
MATCH AND TIE INTO
EXISTING GRADE AT
ROAD
CD
II
/ - PROPOSED
CONSTRUCTION
EXIT e
C8
EXISTING ASPHALT J
\
\
\ EXISTING GRAVEL
\
4 5 �
\STND STND PROPOSED
, EXISTING TELEPHONE PEDESTAL
EXISTING POWER /
POLE WITH
TRANSFORMER -
\ PROPOSED 12' WIDE
\ GRAVEL ACCESS DRIVE C7
/ 1 STORY
ALUMINUM
BUILDING
W// BRICK
FkONT
FFE=6.64'
)-8' WIDE GATES
CENTER OF PROPOSED 260'
\ LATTICE TOWER
\ LAT. 34'40'35.99"N
\\ I LONG. 77'05'51.69"W
\ NC GRID NAD '83
\\ I FIN. GRADE ELEVATION 7.1'±
\ PROPOSED RAD CENTER
\I ELEVATION 267.1'±
\
\
I\
I\
\
I \
I \
\
\
\
\
IN CHARGE OF
DESIGNED SLS I DRAWN DL I CHECKED DFS
PREPARED FOR:
GEARON
COMMUNICATIONS
PROPOSED 4" THICK GRAVEL OVER -
WEED BARRIER (INSIDE FENCED
AREAS AND TO EXTEND 1' OUTSIDE
FENCE LIMITS)
\
PROPC7
PROPOSED STEEL EQUIPMENT FRAME
4 23 24 25
APPROXIMATE LOCATION OF
PROPOSED UNDERGROUND TELEPHONE
(ROUTE SUBJECT TO CHANGE PER
UTILITY COMPANY)
APPROXIMATE LOCATION OF
PROPOSED OVERHEAD ELECTRIC
(ROUTE SUBJECT TO CHANGE PER
UTILITY COMPANY)
130' FALL ZONE
/--PROPOSED 40' WIDE (50% TOWER HEIGHT)
GEARON COMMUNICATIONS
ACCESS/UTILITY EASEMENT \
PROPOSED UTILITY POLE W/RISER. \
EXACT LOCATION TO BE DETERMINED \
\ BY UTILITY COMPANY. \
O
\
PROPOSED UNDERGROUND ELECTRIC \
AND UNDERGROUND TELEPHONE \
(ROUTE SUBJECT TO CHANGE PER
1 UTILITY COMPANY)
J�J 1 PROPOSED 7' HIGH \I
1 CHAINLINK FENCE W/
c 3 STRANDS (1'-3")
- BARBED WIRE. a 5
STND STND
1 ` PROPOSED GEARON I�
vt COMMUNICATIONS I
75x75' LEASE AREA
WELL
CONCRETE SUPPPORT PIER 24 /
STND /
SITE PLAN LAYOUT
40 0 40 80
1 "-40'
PREPARED BY
3/18/98 ISSUED FOR CONSTRUCTION
8/7/98 ISSUED FOR REVIEW
ELATE REVISIONS INIT
SCALE: 1"=40'
TRUE NORTH IS A
COUNTERCLOCKWISE 0
DEFLECTION OF o
01'05'53" FROM
NC GRID NORTH
Z
SEP 1 S
CONTRACTOR SHALL REFERENCE
SELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PROPOSED GEARON COMMUNICATIONS TOWER SIITE NO. 316-028 A
EAST CHANNEL
O' L3RICN Fs GCRC DATE: 8/7/98 C4
ENGINEERS INC. SITE PLAN LAYOUT FILE 140.
21219C04

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IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
130' FAA LIGHTING
DUAL MODE - MEDIUM INTENSITY
WHITE BEACON IN DAYTIME)
RED BEACON IN EVENING HOURS (TYP.)
WAVE GUIDE LADDER
SUPPLIED WITH TOWER
SITE MASTER
GROUND BUSS BAR
-CABLE SUPPORT
(9D
SERVICE PROTECTION
ENCLOSURE A-3
PROPOSED 7' HIGH
CHAINLINK FENCE W/
3 STRANDS (1'-3")
BARBED WIRE.
PROPOSED ROUTE OF --1
UNDERGROUND ELECTRIC
& TELEPHONE (SUBJECT
TO CHANGE PER UTILITY
COMPANIES)
12 i
TOWER LEG FOUNDATION
(DESIGN BY OTHERS)
I 1
A,
A,
TRUE NORTH IS A IT
COUNTERCLOCKWISE
DEFLECTION OF o
01'05'53" FROM
NC GRID NORTH
z
I
PROPOSED 7' HIGH
CHAINLINK FENCE W/ CABLE
SUPPORT
3 STRANDS (1'-3") � BR DGE
BARBED WIRE. \ o
STND 5 ND STND uT CENTER OF PROPOSED 2
E 60
^� LATTICE TOWER
SERVICE ENTRANCE SUPPORT
STAND
11 15, I
SITE MASTER GROUND BUSS BAR
PROPOSED 4" THICK GRAVEL
OVER WEED BARRIER (INSIDE
FENCED AREA AND TO EXTEND
1' OUTSIDE FENCED AREA)
C7 17'-4"
PROPOSED COMPOUND AND TOWER
TOWER ELEVATION ARE ENGINEERED AND SIZED TO
ACCOMMODATE A TOTAL OF 6 CARRIERS.
NOT TO SCALE
IN CHARGE OF 10 0 10 20
DESIGNED SLS DRAWN DL CHECKED DFS 10'
PREPARED FOR: PREPARED BY:
GEARON=__=_=_ O'BRICN6ISERE
1 8/18/98 ISSUED FOR CONSTRUCTION
COMMUNICATIONS 0 8/7/98 ISSUED FOR REVIEW ENGINEERS INC.
DATE REVISIONS
INIT
V)
rTT
00
Co
Co
co
L04
cn
`
,
0
PROPOSED STEEL EQUIPMENT FRA
(9'-3 3/4" x 17'-4")
TOP GRATING ELEV = 12.0'
35,-o SPE -A3 BASE a z3 2a 25
TEMPLATEC7 STND STND STND
1
D ETAI L PLAN E5 CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SCALE: 1"=10' SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PROPOSED GEARON COMMUNICATIONS TOWER SIE NO. 316-028 A
EAST CHANNEL DATE:
8/7/98 C 5
DETAIL PLAN & ELEVATION FILE
i2,9CD5
8' LIGHTNING ROD
4'-0"
ANTENNA MOUNT ASSEMBLY SECTOR
1
�O
BOOM GATE BY ROHN INC. AZIMUTH
60'
o
SUPPLIED W/TOWER (TYP)
w
ANTENNA
FUTURE
D
FAA xx
MOUNTING
ANTENNA
j NA
LIGHTING
TNYTP
DUAL MODE
MEDIUM
INTENSITY
�� ►i�
SECTOR 2 R�
AZIMUTH 285'
STABILIZING
ROD (TYP.)
TOWER FACE
NOTE:
r
PROPOSED (2)-8' -
1. AZIMUTHS ARE ORIENTATED CLOCKWISE FROM
TRUE NORTH.
WIDE GATES
ANTENNA MOUNVORIENTATION
DETAIL
STND STND
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IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
130' FAA LIGHTING
DUAL MODE - MEDIUM INTENSITY
WHITE BEACON IN DAYTIME)
RED BEACON IN EVENING HOURS (TYP.)
WAVE GUIDE LADDER
SUPPLIED WITH TOWER
SITE MASTER
GROUND BUSS BAR
-CABLE SUPPORT
(9D
SERVICE PROTECTION
ENCLOSURE A-3
PROPOSED 7' HIGH
CHAINLINK FENCE W/
3 STRANDS (1'-3")
BARBED WIRE.
PROPOSED ROUTE OF --1
UNDERGROUND ELECTRIC
& TELEPHONE (SUBJECT
TO CHANGE PER UTILITY
COMPANIES)
12 i
TOWER LEG FOUNDATION
(DESIGN BY OTHERS)
I 1
A,
A,
TRUE NORTH IS A IT
COUNTERCLOCKWISE
DEFLECTION OF o
01'05'53" FROM
NC GRID NORTH
z
I
PROPOSED 7' HIGH
CHAINLINK FENCE W/ CABLE
SUPPORT
3 STRANDS (1'-3") � BR DGE
BARBED WIRE. \ o
STND 5 ND STND uT CENTER OF PROPOSED 2
E 60
^� LATTICE TOWER
SERVICE ENTRANCE SUPPORT
STAND
11 15, I
SITE MASTER GROUND BUSS BAR
PROPOSED 4" THICK GRAVEL
OVER WEED BARRIER (INSIDE
FENCED AREA AND TO EXTEND
1' OUTSIDE FENCED AREA)
C7 17'-4"
PROPOSED COMPOUND AND TOWER
TOWER ELEVATION ARE ENGINEERED AND SIZED TO
ACCOMMODATE A TOTAL OF 6 CARRIERS.
NOT TO SCALE
IN CHARGE OF 10 0 10 20
DESIGNED SLS DRAWN DL CHECKED DFS 10'
PREPARED FOR: PREPARED BY:
GEARON=__=_=_ O'BRICN6ISERE
1 8/18/98 ISSUED FOR CONSTRUCTION
COMMUNICATIONS 0 8/7/98 ISSUED FOR REVIEW ENGINEERS INC.
DATE REVISIONS
INIT
V)
rTT
00
Co
Co
co
L04
cn
`
,
0
PROPOSED STEEL EQUIPMENT FRA
(9'-3 3/4" x 17'-4")
TOP GRATING ELEV = 12.0'
35,-o SPE -A3 BASE a z3 2a 25
TEMPLATEC7 STND STND STND
1
D ETAI L PLAN E5 CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SCALE: 1"=10' SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PROPOSED GEARON COMMUNICATIONS TOWER SIE NO. 316-028 A
EAST CHANNEL DATE:
8/7/98 C 5
DETAIL PLAN & ELEVATION FILE
i2,9CD5

3
_ MATCH AND TIE INTO v\
" EXISTING GRADE AT '
ROAD NG =)pX
INV. IN 2.3' ,
7."3 x 2.73 '
0 ° EXISTING TELEPHONE PEDESTAL
EXISTING DITCHLINE
PROPOSED 18" RCP 4.42 WITH STANDING WATER eX
20LF ® 1.0% SLOPE 5X
EXISTING POWER
INV. OUT 2.5'_ G \ POLE WITH 6
\ TRANSFORMER x
�N C'ARO
�• 2�0� v -S S/p�9< ti�
SEAL =
a 022293 Y
•......•••
IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
SEP 1 8 1998
TRUE NORTH IS A
COUNTERCLOCKWISE 0
DEFLECTION OF o
01'05'53" FROM
NC GRID NORTH z
\ \ 5.7 ,� NOTES:
x 1. SITE SHALL BE GRADED TO CAUSE SURFACE WATER
/ ' \
x TO FLOW AWAY FROM THE EQUIPMENT AND TOWER AREA.
PROPOSED 1 x 2. GRASSED AREAS DISTURBED BY THE WORK OF THIS
/ CONSTRUCTION ° -\x \ x CONTRACT SHALL BE GRADED TO UNIFORM SLOPE
EXIT \ FERTILIZED, SEEDED AND COVERED WITH HAY.
/ \ \ 3. FINAL ACCESS DRIVE GRADE SHALL MATCH AND TIE
` INTO EXISTING ASPHALT DRIVE GRADE.
PROPOSED 12' WIDE 4.IF NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR
\ GRAVEL ACCESS DRIVE `��. \ REPAIRING AND REGRADING ROADWAY AFTER THE
maw \ ' INSTALLATION OF UTILITIES.
\s� \
ASPHALT 7.0 ° 7 � � 7�/ X,a
\ \ x '
\ 57 i
` \ PROPOSED 40' WIDE
\\
C. \\ ` \ GEARON COMMUNICATIONS ,
\ \ \ ACCESS/UTILITY EASEMENT
GRAVEL 1 STORY 9 \ x 5 K
\ ALUMINUM 1 7.4 \
\ BUILDINGxW� BRICK
PROPOSED (2)-8' FRONT F .64'
6
WIDE GATES. •�� `` \ �� ` �� PROPOSED 7' HIGH
o PROPOSED UNDERGROUND ELECTRIC
\ \ AND UNDERGROUND TELEPHONE CHAINLINK FENCE W/
CENTER OF PROPOSED 260' \ 3 STRANDS (1'-3")
LATTICE TOWER (ROUTE SUBJECT TO CHANGE PER
LAT. 34'40'35.99"N A �� UTILITY COMPANY) BARBED WIRE.
LONG. 77'05'51.69"W
E3. `
'; � � e x
NC GRID NAD '83 1 x,'/ 1 x 75xI
GEARON
FIN. GRADE ELEVATION 7.1'± COMMUNICATIONS LEASE AREA
PROPOSED RAD CENTER 1r,
ELEVATION 267.1'±
6.4
\ x PROPOSED 4" THICK GRAVEL
OVER WEED BARRIER (INSIDE
FENCED AREAS AND TO EXTEND
`1\ 7.3 \cl 3 ---x- UE _ 1 1' OUTSIDE FENCE LIMITS)
WEL
\ \ "g-, 1 I 7.1 7.2
Vk
\ ` 1 1 x x x
x
x PROPOSED STEEL EQUIPMENT FRAME
1 vvv 6.p TOP OF GRATING ELEV = 12.0'
\-
_
CONTRACTOR SHALL REFERENCE
GRADING PLAN
BELLSOUTH MOBILITY DCS
IN CHARGE OF
40 0
40 SO �
7
STANDARD DETAILS AND
�
1 ' — 40'
"=40'
^
SPECIFICATIONS FOR WIRELESS
DESIGNED SLS DRAWN DL CHECKED
DFS
SCALE: 1
x
TELECOMMUNICATION TOWERS.
PREPARED FOR:
PREPARED BY:
PROPOSED
GEARON COMMUNICATIONS TOWER
SITE NO. 316-028 A
GEARON
-=_= o'[3RICNEGCRC
EAST CHANNEL
DATE:
COMMUNICATIONS
t 8/18/98 ISSUED FOR CONSTRUCTION
0 8/7/98 ISSUED FOR REVIEWFILE
ENGINEERS INC.
GRADING PLAN
5/7/98
N0.
C6
N0. DATE REVISIONS
NIT
21219CO6

4" GRAVEL PER
EARTHWORK SPECIFICATION
ROUGH GRADE
EXISTING 1-1/2
GRADE 1
I_
FILL PER —�
EARTHWORK SPECIFICATIONS
BENCHING REQ'D
IF NATURAL SLOPE
IS STEEPER THAN 4:1
PROPOSED GRAVEL DRI
NOT TO SCALE
s
\A CAROB
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SEAL
O 022293 i Y
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IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
DRIVE
a
91
CROWN OR SPOT EL
AS SHOWN ON PLAN
1 /4"/FT 1 /4"/FT CUT
4
GEOTEXTILE 150 MIL
THICKNESS PER
EARTHWORK SPECIFICATION
SCARIFY AND COMPACT
TOP 6" OF EXISTING
GRADE
Wvfm
Om,=
IN CHARGE OF
DESIGNED SLS I DRAWN DL CHECKED DFS
PREPARED FOR:
GEARON
COMMUNICATIONS
ED
PROPOSED CHAINLINK
4" OF #57 STONE
OVER WEED BARRI
GEOTEXTILE FABRIC
WEED BARRIER TO
BE PLACED UNDER
GRAVEL. MIRAFI 50OX
OR APPROVED EQUAL
OF GRAVEL AT FENCE
NOT TO SCALE
COMPACTED SUBGRADE
9' 3-3/4" �I
©T©'TM
OW
SEP 1 8 1998
o STEPS TO PROPOSED PLATFORM
i
PROPOSED STANDARD
STEEL EQUIPMENT
FRAME z3 2azs
STND STND STND
00
U WSX21
PROVIDE MOMENT CONNECTION —/
PROPOSED EXTENSION
OF STANDARD STEEL
EQUIPMENT FRAME
PLATFORM EXTENSION DETAIL 4
4V
4
CONTRACTOR SHALL REFERENCE
NOT TO SCALE C4
��
SELLSOUTH MOBILITY DCS
STANDARD oETaLs AND
NOT TO SCALE
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PREPARED BY:
PROPOSED
GEARON
COMMUNICATIONS
SITE NO. 316-026 A
TOWER
O' QI�ICN Fi GCRC
EAST
CHANNEL
DATE:
_=
18/98 ISSUED FOR CONSTRUCTION ENGINEERS INC .
/7/98 ISSUED FOR REVIEW
SITE
DETAILS
8/7/98 C 7
FILE N0.
PATE REVISIONS INIT
21219CO7

WELDED WIRE OR SEDIMENT CONTROL FABRIC WIMIN 30 LB/LIN IN —
CHICKEN WIRE TENSILE STRENGTH AND MIN N85% FILTERING
FENCING EF
o FEFICIENCY. FABRIC SHALL CONTAIN UV INHIBITANT.
MAX.
6'-0" MAX. IN HIGH FLOW AREAS
a
a
--• ----
i
�-
i
„8'
MIN.
ao
COMPACTED
6" MIN. SOIL
BACKFILL
TOE -IN FABRIC
TO GROUND
FENCE POST (TYP.)
SILT FENCE DETAIL
NOT TO SCALE
SILT FENCE NOTES:
1. CONSTRUCT THE SILT FENCE OF FILTER CLOTH WITH A MINIMUM TENSILE
STRENGTH OF 50 LB/LIN IN.
2. SILT FENCE HEIGHT SHALL BE A MINIMUM OF 15 INCHES ABOVE GROUND
HEIGHT, BUT SHALL NOT EXCEED 18 INCHES.
3. CONSTRUCT SILT FENCE OF A CONTINUOUS ROLL CUT THE LENGTH OF THE
BARRIER TO AVOID JOINTS. FABRIC TO BE FASTENED SECURELY TO FENCE
POSTS WITH 1 INCH STAPLES OR TIE WIRES.
4. SUPPORT FABRIC WITH WOVEN WIRE MESH 14.5 GAUGE, 6" MAX. MESH
OPENING. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS
WITH 1 INCH STAPLES OR TIE WIRES.
5. POSTS FOR SEDIMENT FENCES SHALL BE 4 INCH DIAMETER PINE, 2 INCH
DIAMETER OAK OR 1.33 LB/LINEAR FOOT STEEL. MINIMUM LENGTH SHALL BE 4
FEET. POSTS SHALL BE SPACED NO MORE THAN 8 FEET APART AND THEY SHALL
BE DRIVEN INTO THE GROUND A MINIMUM OF 18 INCHES.
CARO
2 SEAL
022293 t Y
Ulf 111i"
IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
6. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP
ALONG THE PROPOSED LINE OF POSTS AND UP SLOPE FROM THE BARRIER.
BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL PLACED OVER THE
FILTER FABRIC.
7. DO NOT ATTACH FILTER FABRIC TO EXISTING FENCES, TREES, ETC.
8. REMOVE FENCING FOLLOWING STABILIZATION OF SLOPES AND
ALL DISTURBED AREAS.
IN CHARGE OF
DESIGNED SLS I DRAWN DL CHECKED DFS NOT TO SCALE
PREPARED FOR:
GEARON
COMMUNICATIONS
I 8/18/981 ISSUED FOR CONSTRUCTION
0 1,/7". ISSUED FOR REVIEW
DATE I REVISIONS
INIT
/ 119s"
SEP 1 8 1998
NOTES
IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO
PROVIDE BUFFER AREA WHERE VEHICLES CAN DROP THEIR
MUD AND SEDIMENT TO AVOID TRANSPORTING IT ONTO PUBLIC
ROADS OR ADJACENT PRIVATE ASPHALT DRIVES.
v�V I Ln I ILL IJV IYII<_ I I IIVf\IYLJJ
PREPARED BY:
O' BRICN 6 GCRC
ENGINEERS INC.
CONSTRUCTION EXIT DETAIL l
NOT TO SCALE C4
CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PROPOSED GEARON COMMUNICATIONS TOWER SITE NO.316-028 A
EAST CHANNEL DATE:
SITE DETAILS
8/7,98 C8
21219008

PLANTING LIST OF MATERIALS
OTY
COMMON NAME
BOTANICAL NAME
SPREA
H I HNYT
29
ARIZONA CYPRESS
Cupressus arisonica
20'-35'
25-35'
O30
TRIDENT MAPLE
Acer buergeranum
20'-30'
25'-35'
87
DWARF BURFORD HOLLY
Ilex cornuta Burfordii Nana
4'-6'
4'-6'
aI 84
GLOSSY ABELIA
Abelia x grandiflora
4'-6'
3'-5'
ARIZONA CYPRESS 1 29 TRIDENT MAPLE 30
DWARF BURFORD HOLLY 187 GLOSSY ABELIA 84
0 0 alege 000 0 AD 010,
20'-0"
NTS
LANDSCAPE PLANTING SEQUENCE ALONG PROPERTY LINE
NOT TO SCALE
NOTES:
1. REFERENCE DRAWING C10 FOR A MORE DETAILED LANDSCAPE PLAN.
2. REFERENCE DRAWING C11 FOR LANDSCAPE DETAILS.
\A CARO
SEAL
022293 Y =
' �7i ••• �NGI N E�� • y���:
,,����`� • F• SOv
IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
IN CHARGE OF
DESIGNED SLS I DRAWN DL CHECKED DFS
PREPARED FOR:
GEARON
COMMUNICATIONS
130' FALL ZONE—/
(50% TOWER HEIGHT)
PROPOSED 12' WIDE
GRAVEL DRIVE
PROPOSED GEARON
COMMUNICATIONS
75'x75'LEASE AREA
1 , = 1 100 0 100 200
100'
PREPARED BY:
O' BRICN Fj GCRC
8/18/98 ISSUED FOR CONSTRUCTION ENGINEERS INC.
8/7/98 ISSUED FOR REVIEW
DATE
REVISIONS
INIT
ZONE
R-20
I
TRUE NORTH IS A
ZONE COUNTERCLOCKWISE
DEFLECTION OF
B-1 01'05'53" FROM
NC GRID NORTH
ZONE
R -15M
SEP 1 8 1998
LANDSCAPE PLAN CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SCALE: 1 100' SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PROPOSED GEARON COMMUNICATIONS TOWER SITE NO. 316-028 A
EAST CHANNEL DATE:
8/7/98 C 9
LANDSCAPE PLAN FILE NO.
21219C09

PLANTING LIST OF MATERIALS
QTY
42
COMMON NAME
DWARF BURFORD HOLLY..
BOTANICAL NAME
Ilex cornuto Burfordii Nano
PS READ
4'-6'
H IGHT
4'-6'
NOTES:
�e
1. REFERENCE DRAWING C11 FOR LANDSCAPE DETAILS.
CARO
SEAL _
Q :• 022293F- SOO
Y
-71
iii' ..... • � ```�
IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
TRUE NORTH IS A
Of
COUNTERCLOCKWISE 0
DEFLECTION OF o
/ - 01'05'53" FROM
NC GRID NORTH Z
n\
- 1
m
\ m
PROPOSED (2)-8' \\ �•
WIDE GATES
\\
42 DWARF BURFORD HOLLY
_,,Z
IN CHARGE OF
DESIGNED SLS DRAWN DL CHECKED DFS
PREPARED FOR
GEARON
COMMUNICATIONS
1
PROPOSED 7' HIGH \
CHAINLINK FENCE W/
3 STRANDS 1'-3")
BARBED A .
PROPOSED GEARON
COMMUNICATIONS
75x75' LEASE AREA
PROPOSED 4" THICK GRAVEL —�
OVER WEED BARRIER (INSIDE
FENCED AREA AND TO EXTEND \
1' OUTSIDE FENCED AREA)
PROPOSED SERVICE ENTRANCE
SUPPORT STAND
CENTER OF PROPOSED
LATTICE TOWER
i
10 0 10 20
PREPARED BY
3/18/98 ISSUED FOR CONSTRUCTION
8/7/98 ISSUED FOR REVIEW
DATE REVISIONS INIT
cfl
00
260' � \
1
I
I \
I
i 1
_ I
I I
TOWER LEG FOUNDATION i
(DESIGN BY OTHERS) \
PROPOSED STEEL EQUIPMENT FRAME \
LANDSCAPE DETAIL PLAN BEOLLSOUTHH MOBILITY RDCSRENCE
STANDARD DETAILS AND
SCALE: 1"=10' SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PROPOSED GEARON COMMUNICATIONS TOWER SftE NO. 316-028 A
EAST CHANNEL
O' [3RICN Fa GCRC DATE: 8/7/98 C 1ENGINEERS INC. LANDSCAPE DETAIL PLAN ""-G-21219C1D

2 STRANDS #12 WIRE
FOR 4"-6" CAL.
2 STRANDS #12 WIRE
FOR 4" CAL.
II
II
HT. OF TIE APPROX
\\\ II 1/2 HT. OF TREE
V-0" SAUCER WIDTH
PLANTING SOIL -3 PARTS
TOPSOIL & 1 PART PEAT
MOSS, BY VOLUME
COMPACTED SUBSOIL BASE
TREE
PLANTING & STAKING DETAIL
NOT TO SCALE
```�111111111/7j''
N .CAR
/O vC.'L9
SEAL
a ' 022293 ' Y
i7,'•• INEF�'
/''•r ICO` y` \\\``,
IT IS A NOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
IN CHARGE OF
DESIGNED SLS I DRAWN DL CHECKED DFS
PREPAREDFOR:
GEARON
COMMUNICATIONS
3" Ml
REMOVE BUR
FROM TOP
HALF OF BAI
I.MI. In\V DUIL—J rAINIJ UrJUIL
1 PART PEATMOSS BY VOLUME
TYPICAL SHRUB PLANTING DETAIL
NOT TO SCALE
NOT TO SCALE
L1 18/18/98 ISSUED FOR CONSTRUCTION -1
0 I 8/7/98 ISSUED FOR REVIEW I
DATE
REVISIONS
INIT
PREPARED BY:
O' BRICN S GORE
ENGINEERS INC.
LANDSCAPE NOTES
A. PROJECT INCLUDES
1. FURNISH, INSTALL, AND MAINTAIN LANDSCAPE WORK AS SHOWN ON THJCONTRIT V 199
DRAWINGS OR AS IDENTIFIED
IN.
A. TREES, SHRUBS, AND GROUND COVER.
B. LAWNS.
C. TOPSOIL AND SOIL AMENDMENTS.
D. INITIAL MAINTENANCE OF INSTALLED LANDSCAPE MATERIALS,
E. PRUNING AND RELOCATION OF EXISTING PLANT MATERIALS.
F. RECONDITIONING EXISTING LAWNS AFFECTED BY CONSTRUCTION ACTIVITIES.
B. QUALITY ASSURANCE
1. PLANTS AND TREES: BALLED AND BURLAPED PLANTS AND TREES SHALL BE GRADED
TO AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1.
2. TESTING: LABORATORY TESTING OF EXISTING SOILS AND FILL MATERIALS FOR SUITABLE
SOIL AMENDMENTS AND FERTILIZER SHALL BE PERFORMED BY THE LANDSCAPE
CONTRACTOR.
3. CONTRACTOR SHALL PREPARE THE SURFACE OF DISTURBED AREAS PRIOR TO SEEDING.
4. FERTILIZER AND SEED SHALL BE APPLIED AT UNIFORM RATES AS DETERMINED
BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.
5. CONTRACTOR SHALL WATER SEEDED AREAS AS OFTEN AS REQUIRED TO
OBTAIN GERMINATION AND TO OBTAIN AND MAINTAIN SATISFACTORY GROWTH.
6. THE STAND OF VEGETATIVE COVER RESULTING FROM SEEDING SHALL NOT
BE CONSIDERED SATISFACTORY UNTIL ACCEPTED BY THE ENGINEER.
IF AREAS ARE DETERMINED TO BE UNACCEPTABLE, THE MULCH WILL
BE REMOVED AND ALL AREAS SHALL BE RESEEDED, REFERTILIZED
AND REMULCHED PER RECOMMENDED APPLICATION PROCEDURES AT
THE CONTRACTORS EXPENSE.
7. THE CONTRACTOR SHALL BEGIN MAINTENANCE PERIOD IMMEDIATELY
AFTER PLANTING OF VEGETATIVE COVER.
8. THE CONTRACTOR SHALL MAINTAIN THE VEGETATIVE COVER AREA,
FOR THE PERIODS REQUIRED TO ESTABLISH AN ACCEPTABLE
GROWTH, BUT NOT LESS THAN 60 DAYS AFTER THE COMPLETION
OF PLANTING OF VEGETATIVE COVER. IF SEEDED IN THE FALL
AND NOT GIVEN A FULL 60 DAYS OF MAINTENANCE, OR IF
NOT CONSIDERED ACCEPTABLE BY THE ENGINEER AT THAT
TIME, CONTINUE MAINTENANCE DURING THE FOLLOWING SPRING
UNTIL ACCEPTABLE VEGETATIVE COVER STAND IS ESTABLISHED.
C. PRODUCTS
1. PLANT MATERIALS SHALL BE AS SHOWN ON THESE CONTRACT DRAWINGS AND MAY BE
ANY COMBINATION OF THE FOLLOWING:
A. DECIDUOUS TREES.
B. DECIDUOUS SHRUBS.
C. CONIFEROUS AND BROAD LEAFED EVERGREEN TREES AND SHRUBS.
D. GROUND COVER.
E. PLANTS.
2. LAWNS: LAWN MAY BE ANY OF THE FOLLOWING, AS APPROVED BY THE ENGINEER: SEED;
NEW CROP SEED MIXTURE; SOD, STRONGLY ROOTED, 2 YEARS OLD: OR SOD PLUGS AND SPRIGS.
3. TOPSOIL: FERTILE, FRIABLE TOPSOIL FROM OFFSITE, OR FROM SITE STOCKPILE WITH
ADDITIONAL MIXED -IN FERTILE, FRIABLE TOPSOIL FROM LOCAL SUPPLIERS OF TOPSOIL.
4. SOIL AMENDMENTS: THE SOIL AMENDMENTS MAY BE ANY OF THE FOLLOWING, AS
REQUIRED OR INDICATED IN THE LABORATORY TESTING REPORTS.
A. LIME: DOLOMITIC LIMESTONE.
B. ALUMINUM SULFATE: COMMERCIAL GRADE.
C. PEAT HUMUS: FINELY DIVIDED PEAT.
0. SUPERPHOSPHATE: 20 PERCENT AVAILABLE PHOSPHORIC ACID.
E. SAND: CLEAN, WASHED SAND.
F. PERLITE: NBS PS 23.
G. SAWDUST: ROTTED SAWDUST FREE OF CHIPS AND STONES.
H. MANURE: ROTTED STABLE MANURE.
1. COMMERCIAL FERTILIZER: NEUTRAL CHARACTER FOR PLANT MATERIALS AND LAWNS.
J. MULCH: SHREDDED HARDWOOD MULCH.
5. LANDSCAPE MATERIALS: THE LANDSCAPE MATERIALS MAY BE ANY OF THE FOLLOWING,
AS SHOWN ON THESE CONTRACT DRAWINGS.
A. GRAVEL: WATER -WORN GRAVEL.
B. ANTI -EROSION MULCH: SEED -FREE SALT HAY OR THRESHED STRAW.
C. ANTI -DESICCANT: EMULSION TYPE, FILM -FORMING.
D. PLASTIC SHEET: BLACK POLYETHYLENE, 8 MILS.
E. FILTRATION FABRIC: WATER PERMEABLE FIBERGLASS OR POLYPROPYLENE FABRIC.
F. WRAPPING: TREE -WRAP TAPE.
G. STAKES AND GUYS: NEW HARDWOOD, TREATED SOFTWOOD, OR REDWOOD.
H. METAL EDGING: COMMERCIAL STEEL EDGING.
I. WOOD HEADERS AND EDGING: ALL HEART REDWOOD OR PRESSURE TREATED SOUTHERN
YELLOW PINE.
CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PROPOSED GEARON COMMUNICATIONS TOWER SITE NO. 316-028 A
EAST CHANNEL DATE:
8/7/98 C 1 1
LANDSCAPE DETAILS F`Ep21219C1,
"
1T
c
\I%
gi
8
i
WIRE THROUGH
RUBBER HOSE
TO PROTECT TREE
U
II
FINAL GROUNDLINE
SAME AS
AT NURSERY//�
////// \,
4"-7" SAUCER HT. i II
II
ALTERNATE STAKE
LOCATIONS
6" MIN,
N
REMOVE BURLAP FROM
TOP 1/3 OF BALL
2 STRANDS #12 WIRE
FOR 4"-6" CAL.
2 STRANDS #12 WIRE
FOR 4" CAL.
II
II
HT. OF TIE APPROX
\\\ II 1/2 HT. OF TREE
V-0" SAUCER WIDTH
PLANTING SOIL -3 PARTS
TOPSOIL & 1 PART PEAT
MOSS, BY VOLUME
COMPACTED SUBSOIL BASE
TREE
PLANTING & STAKING DETAIL
NOT TO SCALE
```�111111111/7j''
N .CAR
/O vC.'L9
SEAL
a ' 022293 ' Y
i7,'•• INEF�'
/''•r ICO` y` \\\``,
IT IS A NOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
IN CHARGE OF
DESIGNED SLS I DRAWN DL CHECKED DFS
PREPAREDFOR:
GEARON
COMMUNICATIONS
3" Ml
REMOVE BUR
FROM TOP
HALF OF BAI
I.MI. In\V DUIL—J rAINIJ UrJUIL
1 PART PEATMOSS BY VOLUME
TYPICAL SHRUB PLANTING DETAIL
NOT TO SCALE
NOT TO SCALE
L1 18/18/98 ISSUED FOR CONSTRUCTION -1
0 I 8/7/98 ISSUED FOR REVIEW I
DATE
REVISIONS
INIT
PREPARED BY:
O' BRICN S GORE
ENGINEERS INC.
LANDSCAPE NOTES
A. PROJECT INCLUDES
1. FURNISH, INSTALL, AND MAINTAIN LANDSCAPE WORK AS SHOWN ON THJCONTRIT V 199
DRAWINGS OR AS IDENTIFIED
IN.
A. TREES, SHRUBS, AND GROUND COVER.
B. LAWNS.
C. TOPSOIL AND SOIL AMENDMENTS.
D. INITIAL MAINTENANCE OF INSTALLED LANDSCAPE MATERIALS,
E. PRUNING AND RELOCATION OF EXISTING PLANT MATERIALS.
F. RECONDITIONING EXISTING LAWNS AFFECTED BY CONSTRUCTION ACTIVITIES.
B. QUALITY ASSURANCE
1. PLANTS AND TREES: BALLED AND BURLAPED PLANTS AND TREES SHALL BE GRADED
TO AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1.
2. TESTING: LABORATORY TESTING OF EXISTING SOILS AND FILL MATERIALS FOR SUITABLE
SOIL AMENDMENTS AND FERTILIZER SHALL BE PERFORMED BY THE LANDSCAPE
CONTRACTOR.
3. CONTRACTOR SHALL PREPARE THE SURFACE OF DISTURBED AREAS PRIOR TO SEEDING.
4. FERTILIZER AND SEED SHALL BE APPLIED AT UNIFORM RATES AS DETERMINED
BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.
5. CONTRACTOR SHALL WATER SEEDED AREAS AS OFTEN AS REQUIRED TO
OBTAIN GERMINATION AND TO OBTAIN AND MAINTAIN SATISFACTORY GROWTH.
6. THE STAND OF VEGETATIVE COVER RESULTING FROM SEEDING SHALL NOT
BE CONSIDERED SATISFACTORY UNTIL ACCEPTED BY THE ENGINEER.
IF AREAS ARE DETERMINED TO BE UNACCEPTABLE, THE MULCH WILL
BE REMOVED AND ALL AREAS SHALL BE RESEEDED, REFERTILIZED
AND REMULCHED PER RECOMMENDED APPLICATION PROCEDURES AT
THE CONTRACTORS EXPENSE.
7. THE CONTRACTOR SHALL BEGIN MAINTENANCE PERIOD IMMEDIATELY
AFTER PLANTING OF VEGETATIVE COVER.
8. THE CONTRACTOR SHALL MAINTAIN THE VEGETATIVE COVER AREA,
FOR THE PERIODS REQUIRED TO ESTABLISH AN ACCEPTABLE
GROWTH, BUT NOT LESS THAN 60 DAYS AFTER THE COMPLETION
OF PLANTING OF VEGETATIVE COVER. IF SEEDED IN THE FALL
AND NOT GIVEN A FULL 60 DAYS OF MAINTENANCE, OR IF
NOT CONSIDERED ACCEPTABLE BY THE ENGINEER AT THAT
TIME, CONTINUE MAINTENANCE DURING THE FOLLOWING SPRING
UNTIL ACCEPTABLE VEGETATIVE COVER STAND IS ESTABLISHED.
C. PRODUCTS
1. PLANT MATERIALS SHALL BE AS SHOWN ON THESE CONTRACT DRAWINGS AND MAY BE
ANY COMBINATION OF THE FOLLOWING:
A. DECIDUOUS TREES.
B. DECIDUOUS SHRUBS.
C. CONIFEROUS AND BROAD LEAFED EVERGREEN TREES AND SHRUBS.
D. GROUND COVER.
E. PLANTS.
2. LAWNS: LAWN MAY BE ANY OF THE FOLLOWING, AS APPROVED BY THE ENGINEER: SEED;
NEW CROP SEED MIXTURE; SOD, STRONGLY ROOTED, 2 YEARS OLD: OR SOD PLUGS AND SPRIGS.
3. TOPSOIL: FERTILE, FRIABLE TOPSOIL FROM OFFSITE, OR FROM SITE STOCKPILE WITH
ADDITIONAL MIXED -IN FERTILE, FRIABLE TOPSOIL FROM LOCAL SUPPLIERS OF TOPSOIL.
4. SOIL AMENDMENTS: THE SOIL AMENDMENTS MAY BE ANY OF THE FOLLOWING, AS
REQUIRED OR INDICATED IN THE LABORATORY TESTING REPORTS.
A. LIME: DOLOMITIC LIMESTONE.
B. ALUMINUM SULFATE: COMMERCIAL GRADE.
C. PEAT HUMUS: FINELY DIVIDED PEAT.
0. SUPERPHOSPHATE: 20 PERCENT AVAILABLE PHOSPHORIC ACID.
E. SAND: CLEAN, WASHED SAND.
F. PERLITE: NBS PS 23.
G. SAWDUST: ROTTED SAWDUST FREE OF CHIPS AND STONES.
H. MANURE: ROTTED STABLE MANURE.
1. COMMERCIAL FERTILIZER: NEUTRAL CHARACTER FOR PLANT MATERIALS AND LAWNS.
J. MULCH: SHREDDED HARDWOOD MULCH.
5. LANDSCAPE MATERIALS: THE LANDSCAPE MATERIALS MAY BE ANY OF THE FOLLOWING,
AS SHOWN ON THESE CONTRACT DRAWINGS.
A. GRAVEL: WATER -WORN GRAVEL.
B. ANTI -EROSION MULCH: SEED -FREE SALT HAY OR THRESHED STRAW.
C. ANTI -DESICCANT: EMULSION TYPE, FILM -FORMING.
D. PLASTIC SHEET: BLACK POLYETHYLENE, 8 MILS.
E. FILTRATION FABRIC: WATER PERMEABLE FIBERGLASS OR POLYPROPYLENE FABRIC.
F. WRAPPING: TREE -WRAP TAPE.
G. STAKES AND GUYS: NEW HARDWOOD, TREATED SOFTWOOD, OR REDWOOD.
H. METAL EDGING: COMMERCIAL STEEL EDGING.
I. WOOD HEADERS AND EDGING: ALL HEART REDWOOD OR PRESSURE TREATED SOUTHERN
YELLOW PINE.
CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PROPOSED GEARON COMMUNICATIONS TOWER SITE NO. 316-028 A
EAST CHANNEL DATE:
8/7/98 C 1 1
LANDSCAPE DETAILS F`Ep21219C1,

..%%J1111111111CARO
��''
SEAL
022293
��'•. F'A'G I N E�� ' ��
��''�.� • F• Soy
IT IS A VIOLATION OF LAM FOR ANY PERSON UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
ELECTRICAL LEGEND
NO"
0
OHE/T
OHE -
OHE/T-
OHE -
uT -
UE -
AWG
BCW
GPS
PVC
RWY
TYR
RGS
EMT
DWG
IGR
GEN
GR
TVSS
XIT GROUND ROD
INSPECTION SLEEVE
GROUND ROD
GROUND ROD W/INSPECTION SLEEVE
DISCONNECT SWITCH
METER ON METER/BREAKER UNIT
CIRCUIT BREAKER
GENERATOR
CADWELD TYPE CONNECTION
COMPRESSION TYPE CONNECTION
EXISTING LIGHT POLE
PROPOSED LIGHT POLE
EXISTING POWER POLE
PROPOSED POWER POLE
EXISTING TELEPHONE PEDESTAL
GROUNDING WIRE
EXISTING OVERHEAD ELECTRIC/TELEPHONE
EXISTING OVERHEAD ELECTRIC
PROPOSED OVERHEAD ELECTRIC/TELEPHONE
PROPOSED OVERHEAD ELECTRIC
PROPOSED UNDERGROUND TELEPHONE
PROPOSED UNDERGROUND ELECTRIC
ABBREVIATIONS
AMERICAN WIRE GAUGE
BARE COPPER WIRE
GLOBAL POSITIONING SYSTEM
POLYVINYL CHLORIDE CONDUIT (RIGID UNLESS
OTHERWISE NOTED)
RACEWAY
TYPICAL
RIGID GALVANIZED STEEL
ELECTRICAL METALLIC TUBING
DRAWING
INTERIOR GROUND RING (HALO)
GENERATOR
GROWTH
TRANSIENT VOLTAGE SURGE SUPPRESSOR
STANDARD DETAIL
IN CHARGE OF
DESIGNED SLS I DRAWN DL CHECKED DFS
PREPARED FOR: I-
GEARON
COMMUNICATIONS
SEP 1 8 1998
GENERAL NOTES:
1. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. APPLY
FOR NEW ELECTRIC AND TELCO SERVICE AS SOON AS POSSIBLE AFTER NOTICE TO
PROCEED. VERIFY WITH UTILITY COMPANY REPRESENTATIVE THAT 120/24OV, 10
POWER WILL BE AVAILABLE TO SERVE SITE. IF 120/24OV, 10 IS UNAVAILABLE,
CONTACT JOE FRANZEN AT 919-833-2301.
2. SEAL AROUND CONDUITS AND GROUNDING SLEEVES IN FOUNDATION WITH
SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO EQUIPMENT
ENCLOSURES AND/OR CONCRETE FOUNDATIONS.
3. ALL GROUNDING CABLE IS TO BE IN 3/4" PVC CONDUIT. NON METALLIC
CONDUIT IS TO BE USED FOR GROUNDING CONDUCTOR SLEEVES.
4. GROUND ALL EXPOSED METALLIC OBJECTS USING A TWO -HOLE NEMA DRILLED
CONNECTOR SUCH AS T&B 32207 WITH STAINLESS STEEL SET SCREW OR APPROVED
EQUAL.
5. DO NOT INSTALL BURIED GROUND RING OUTSIDE OF PROPERTY LINE. NOTIFY JOE
FRANZEN WHEN THE BURIED GROUND RING IS INSTALLED SO THAT A REPRESENTATIVE
CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED WITH SOIL.
6. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING GROUND RING SHALL BE #2
AWG SOLID BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT
AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM
OF 8" RADIUS AND GREATER THAN 90'. GROUNDING CONDUCTORS SHALL BE
ROUTED DOWNWARD TOWARD BURIED GROUND RING.
7. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL
EXOTHERMIC WELDS TO BURIED GROUND RING SHALL BE THE PARALLEL TYPE,
EXCEPT FOR THE GROUND RODS WHICH ARE TEE EXOTHERMIC WELDS. REPAIR ALL
GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING.
USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL #15-501.
8. WHERE MECHANICAL CONNECTORS (TWO -HOLE OR CLAMP) ARE USED, APPLY A
LIBERAL PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO OXIDE
A" BY DEARBORN CHEMICAL COMPANY ON ALL CONNECTORS. PROVIDE LOCK
WASHERS ON ALL MECHANICAL CONNECTORS. USE STAINLESS STEEL HARDWARE
THROUGHOUT. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM
SURFACES REQUIRING GROUND CONNECTIONS, REPAINT TO MATCH EXISTING
AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. ALL GROUND
CONNECTIONS SHALL BE APPROVED FOR THE TYPES OF METALS BEING ATTACHED
TO.
9. ALL SERVICE AND FEEDER CONDUCTORS TO BE THHN STRANDED COPPER UNLESS
OTHERWISE NOTED.
NOT TO SCALE
PREPARED BY:
O' BRICN S GCRC
/18/98 ISSUED FOR CONSTRUCTION =--
/7/98 ISSUED FOR REVIEW ENGINEERS INC.
DATE REVISIONS INIT
CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PROPOSED GEARON COMMUNICATIONS TOWER STM NO, 316-028 A
EAST CHANNEL DATE:
8/'/98 E 1
ELECTRICAL NOTES F��21219E07
REPRESENTS
DETAIL
#
STND
REPRESENTS
DETAIL
LOCATED IN
STANDARD SPECIFICATIONS AND DETAILS
t
REPRESENTS
DETAIL
#
C7
REPRESENTS
DETAIL
LOCATION (SHEET NUMBER)
IN CHARGE OF
DESIGNED SLS I DRAWN DL CHECKED DFS
PREPARED FOR: I-
GEARON
COMMUNICATIONS
SEP 1 8 1998
GENERAL NOTES:
1. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO ANY EXCAVATION. APPLY
FOR NEW ELECTRIC AND TELCO SERVICE AS SOON AS POSSIBLE AFTER NOTICE TO
PROCEED. VERIFY WITH UTILITY COMPANY REPRESENTATIVE THAT 120/24OV, 10
POWER WILL BE AVAILABLE TO SERVE SITE. IF 120/24OV, 10 IS UNAVAILABLE,
CONTACT JOE FRANZEN AT 919-833-2301.
2. SEAL AROUND CONDUITS AND GROUNDING SLEEVES IN FOUNDATION WITH
SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO EQUIPMENT
ENCLOSURES AND/OR CONCRETE FOUNDATIONS.
3. ALL GROUNDING CABLE IS TO BE IN 3/4" PVC CONDUIT. NON METALLIC
CONDUIT IS TO BE USED FOR GROUNDING CONDUCTOR SLEEVES.
4. GROUND ALL EXPOSED METALLIC OBJECTS USING A TWO -HOLE NEMA DRILLED
CONNECTOR SUCH AS T&B 32207 WITH STAINLESS STEEL SET SCREW OR APPROVED
EQUAL.
5. DO NOT INSTALL BURIED GROUND RING OUTSIDE OF PROPERTY LINE. NOTIFY JOE
FRANZEN WHEN THE BURIED GROUND RING IS INSTALLED SO THAT A REPRESENTATIVE
CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED WITH SOIL.
6. ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING GROUND RING SHALL BE #2
AWG SOLID BARE TINNED COPPER. MAKE ALL GROUND CONNECTIONS AS SHORT
AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM
OF 8" RADIUS AND GREATER THAN 90'. GROUNDING CONDUCTORS SHALL BE
ROUTED DOWNWARD TOWARD BURIED GROUND RING.
7. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL
EXOTHERMIC WELDS TO BURIED GROUND RING SHALL BE THE PARALLEL TYPE,
EXCEPT FOR THE GROUND RODS WHICH ARE TEE EXOTHERMIC WELDS. REPAIR ALL
GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING.
USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL #15-501.
8. WHERE MECHANICAL CONNECTORS (TWO -HOLE OR CLAMP) ARE USED, APPLY A
LIBERAL PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO OXIDE
A" BY DEARBORN CHEMICAL COMPANY ON ALL CONNECTORS. PROVIDE LOCK
WASHERS ON ALL MECHANICAL CONNECTORS. USE STAINLESS STEEL HARDWARE
THROUGHOUT. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM
SURFACES REQUIRING GROUND CONNECTIONS, REPAINT TO MATCH EXISTING
AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. ALL GROUND
CONNECTIONS SHALL BE APPROVED FOR THE TYPES OF METALS BEING ATTACHED
TO.
9. ALL SERVICE AND FEEDER CONDUCTORS TO BE THHN STRANDED COPPER UNLESS
OTHERWISE NOTED.
NOT TO SCALE
PREPARED BY:
O' BRICN S GCRC
/18/98 ISSUED FOR CONSTRUCTION =--
/7/98 ISSUED FOR REVIEW ENGINEERS INC.
DATE REVISIONS INIT
CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PROPOSED GEARON COMMUNICATIONS TOWER STM NO, 316-028 A
EAST CHANNEL DATE:
8/'/98 E 1
ELECTRICAL NOTES F��21219E07

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IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE
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PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
IN CHARGE OF
DESIGNED SLS
PREPARED FOR:
/ - - 1 PROPOSED 12' WIDE -
-� C7 GRAVEL ACCESS DRIVE
ASPHALT
\
\
\ GRAVEL
\
\
\
EXISTING TELEPHONE PEDESTAL
/EXISTING POWER /
POLE WITH
TRANSFORMER - -
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\ \ GRAVEL ACCESS DRIVE
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ALUMINUM
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PROPOSED UNDERGROUND TELEPHONE
(ROUTE SUBJECT TO CHANGE PER
\ UTILITY COMPANY)
PROPOSED (2)-S'
WIDE GATES.�
STND STND
\ CENTER OF PROPOSED 260'
\ 1 LATTICE TOWER
\
\ 1
\
\
\
1
1\
I\
\
\
1 \
\
\
\
\
DRAWN DL (CHECKED DFS
PROPOSED OVERHEAD ELECTRIC
(ROUTE SUBJECT TO CHANGE PER
UTILITY COMPANY)
PROPOSED 40' WIDE
GEARON COMMUNICATIONS
ACCESS/UTILITY EASEMENT
TRUE NORTH IS A
I
COUNTERCLOCKWISE
o
DEFLECTION OF
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01'05'53" FROM
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z
SEP 1 8 1998
NOTES:
1. REFERENCE ELECTRICAL SERVICE NOTES.
to
2. REFERENCE DRAWING E1. sTNO
3. REFERENCE PARTIAL ELECTRICAL PLAN DRAWING E3.
4. REFERENCE ELECTRICAL ONE -LINE DIAGRAM, DRAWING E6
AND SERVICE ENTRANCE DETAILS, DRAWING E7, FOR SPECIFIC
REQUIREMENTS.
5. MAINTAIN ALL EQUIPMENT CLEARANCES AS REQUIRED BY
NEC, ARTICLE 110-16.
6. TELEPHONE COMPANY TO INSTALL SERVICE TO DEMARCATION
POINT LOCATED AT THE DEMARK BOX ON THE SERVICE
ENTRANCE SUPPORT STAND.@
EB
\ PROPOSED UTILITY POLE W/RISER
\ (LOCATION SUBJECT TO CHANGE
PER UTILITY COMPANY)
\ APPROXIMATE LOCATION OF PROPOSED
UNDERGROUND ELECTRIC AND UNDER-
GROUND TELEPHONE SERVICE.
EXACT LOCATION TO BE DETERMINED
BY TELEPHONE AND POWER COMPANY
PROPOSED STEEL EQUIPMENT FRAME
(9'-3 3/4" x 17'-4")
4 23 24 25
C1 STND STND STND
40 0 40 gp
1 "=40'
GEARON
1 8/18/9f
COMMUNICATIONS
N0. DATE
PREPARED BY:
ISSUED FOR CONSTRUCTION
ISSUED FOR REVIEW
REVISIONS
INIT
PROPOSED 7' HIGH
CHAINLINK FENCE W/
3 STRANDS (1'-3")
BARBED WIRE. �Q
STND STND
PROPOSED GEARON
COMMUNICATIONS
75x75' LEASE AREA
1 CABLE SUPPORT BRIDGE
ON CONC. PAD
8
STND
PROPOSED 4" THICK GRAVEL
OVER WEED BARRIER (INSIDE
FENCED AREAS AND TO EXTEND
1' OUTSIDE FENCE LIMITS)
ELECTRICAL SITE PLAN p'
SCALE: 1 "=40'
CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PROPOSED GEARON COMMUNICATIONS TOWER SrrE NO, 316-026 A
EAST CHANNEL
O' L31�ICN E� GCRC DATE: 8/7/98 E2
ENGINEERS INC. ELECTRICAL SITE PLAN Fl��21219EO2

PLAN NOTES:
1. POWER COMPANY SHALL TERMINATE THE POWER CABLES (SUPPLIED AND INSTALLED BY
POWER COMPANY) AT THE UTILITY METER LOCATED ON THE MODULAR METERING ENCLOSURE.
2. CONDUIT LINES SHALL HAVE A CONTINUOUS SLOPE DOWNWARD AND AWAY FROM THE
SPE -A3 TO THE PROPERTY LINE SO THAT WATER WILL FLOW AWAY FROM THE SPE -A3.
TRENCHES SHALL BE EXCAVATED ALONG STRAIGHT LINES BEFORE CONDUITS ARE LAID
SO THE ELEVATION CAN BE ADJUSTED, IF NECESSARY, TO AVOID UNSEEN OBSTRUCTIONS.
MANUFACTURED BENDS SHALL HAVE A MINIMUM RADIUS 36" FOR CONDUITS.
3. ALL CONDUITS ENTERING THE SPE -A3 (FROM BELOW GRADE) SHALL BE STUBBED UP TO
14" ABOVE SUBGRADE THRU THE HOLES SHOWN IN THE SPE—A3 BASE TEMPLATE DETAIL.
A COUPLING SHALL BE PROVIDED ON THE POWER CONDUIT AND STRAIGHT END BELL
FITTINGS SHALL BE PROVIDED ON ALL TELCO AND SPARE CONDUITS AFTER CONDUITS ARE
STUBBED INTO THE SPE—A3. THE POWER CONDUIT TO BE STUBBED UP THRU THE HOLE
SHOWN ON THE SPE—A3 BASE TEMPLATE DETAIL ON DRAWING E5.
4. SERVICES PROTECTION ENCLOSURE—A3 TO BE PROVIDED BY THE OWNER AND INSTALLED BY
THE CONTRACTOR.
5. STUB—OUT FUTURE T—BOX CONDUIT 6" BEYOND EDGE OF PLATFORM STAIRS FOOTPRINT FOR
FUTURE CONNECTIONS. REFER TO NOTE 8.
6. ALL CONDUITS ENTERING THE SPE—A3 SHALL BE SEALED WITH SEALANTS THAT ARE
IDENTIFIED FOR USE WITH THE CABLE INSULATION, SHIELD, OR OTHER COMPONENTS. A BEAD
OF SILICONE SHALL BE PLACED AROUND ALL CONDUIT PENETRATIONS INTO THE SPE—A3.
7. ROUTE THE LIGHTING CONTROLLER CABLES IN A 3/4" RGS CONDUIT FROM THE LIGHTING
CONTROLLER RACK TO THE WAVEGUIDE LADDER. ALL LIGHTING CONTROL CABLES TO BE
ATTACHED USING STANDARD CABLE CLAMPS. THE USE OF TAPE IS UNACCEPTABLE.
8. ALL STUBBED OUT CONDUIT SHALL BE TURNED UP AND CAPPED 6" ABOVE FINISHED GRADE.
9. TELEPHONE COMPANY TO INSTALL SERVICE TO DEMARCATION POINT LOCATED AT
THE DEMARK BOX ON THE SERVICE ENTRANCE SUPPORT STAND. 1
E8 (1) 2 1/2" PVC TELCO CONDUIT
GENERAL NOTES:
1. REFERENCE ELECTRICAL
ONE—LINE DIAGRAM.
E6
2. REFERENCE SERVICES
PROTECTION ENCLOSURE—
A3 INTERCONNECTION
DIAGRAM. 1
STND
3. REFERENCE PANELBOARD
SCHEDULE.21
STND
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IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE
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PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
4.
REFERENCE ELECTRICAL
SERVICE NOTES.
t8 19
STND STND
5.
REFERENCE UTILITY
TRENCH DETAIL16
STND
6.
REFERENCE ELECTRIC/
TELCO SERVICE NOTES
ON DRAWING E2.
7.
REFERENCE SERVICE
ENTRANCE EQUIPMENT
ELEVATIONS
1 7
E7 E8
TELEPHONE DEMARK POINT
REF PLAN NOTE 9.
3/4" PVC LIGHTING ALARM CONDUIT
LIGHTING CONTROLLER
120/24OV, SINGLE PHASE, 3 WIRE
PROPOSED UNDERGROUND ELECTRIC 800 AMP (2) 3#500kcmil
AND TELEPHONE (LOCATION SUBJECT TO (BY POWER COMPANY)
CHANGE PER UTILITY COMPANIES) IN 3" PVC CONDUIT.
PROPOSED 7' HIGH
1 1/2" PVC LIGHTING POWER CONDUIT
SERVICE ENTRANCE SUPPORT STAND —
9@
CONTRACTOR TO INSTALL (2) 4" PVC -
CONDUITS TO DEMARK BOX AT SERVICE
SUPPORT STAND.
CONTRACTOR TO INSTALL (2) 3" PVC
CONDUITS W/PULL STRING TO 2' OUTSIDE
FENCE, TURN UP ENDS, CAP, AND INSTALL
MARKER FOR CONTINUATION BY POWER
COMPANY.
EMERGENCY GENERATOR
RECEPTACLE. WEATHERPROOF
100 AMP.
(1) 2 1/2" PVC POWER CONDUIT
SEELIGHTPLANING CNOTEO7LER CABLES
17
I
UT-
i'J I I
� II
II
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. UE -
I
f
(1) 1-1/2" FUTURE T—BOX
STUB OUT SEE PLAN NOTE 5
(1) 2 1/2" PVC SPARE CONDUIT
STUBBED OUT 3' BEYOND EDGE
OF PLATFORM STAIRS FOOTPRINT
1N CHARGE OF1 11=10'
1 O� 10 0 10 20
DESIGNED SLS DRAWN DL CHECKED DFS
PREPARED FOR: PREPARED BY,
GE A R O N 8/I8/98 ISSUED FOR CONSTRUCTION
COMMUNICATIONS 0 8/7/98 ISSUED FOR REVIEW
DATE
REVISIONS
[NIT
CHAINLINK FENCE W/
3 STRANDS (1'-3")
BARBED WIRE.
STND STND
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DEFLECTION OF
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(1) 3/4" PVC CONDUIT
STUBBED OUT 6"
BEYOND CONCRETE
PAD FOR GROUND
I
I 1
CABLE SUPPORT \
BRIDGE
STND
SEP 1 8 19`:
--SITE MASTER
GROUND BUSS BAR
SERVICES
PROTECTION 1
ENCLOSURE -A3 E5
\ PROPOSED STEEL EQUIPMENT FRAME
INSTALL SURGE SUPPRESSOR 22
TO PLYWOOD BACKBOARD ON IIISTND
TELCO SIDE OF A—BOX.
PARTIAL ELECTRICAL PLAN
SCALE: 1 "=10'
PROPOSED GEARON COMMUNICATIONS TOWER
O' BRICN S GCRC EAST CHANNEL
ENGINEERS INC. PARTIAL ELECTRICAL PLAN
CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
SrrE NO. 316-028 A
8/7/98 E3
21219E03

GROUNDING NOTES: /
PROPOSED UNDERGROUND ELECTRIC
" 1. PROVIDE A GROUND RING BURIED A MINIMUM OF 18" BELOW GRADE. THE GROUND AND TELEPHONE (LOCATION SUBJECT TO
RING SHALL BE INSTALLED 2'-0" AWAY FROM FOUNDATION (MINIMUM UNLESS CHANGE PER UTILITY COMPANIES)
SHOWN OTHERWISE ON DRAWING).
N
s 2. BOND FENCE POST TO GROUND RING AS SHOWN USING AN EXOTHERMIC WELD. J
H BOND FENCE GATE TO POST WITH A FLEXIBLE COPPER JUMPER STRAP, ERICO
#FJ2G24 OR BRAIDED CABLE IPC #184, OR APPROVED EQUAL. PROVIDE EXOTHERMIC
a WELDS AND ANY NECESSARY ACCESSORIES TO BOND STRAP TO GATE AND FENCE /
POST. PROVIDE LENGTH AS REQUIRED TO MAKE CONNECTION.
3. BOND SERVICE EQUIPMENT SUPPORT STAND AND EQUIPMENT ENCLOSURES TO
BURIED GROUNDING CONDUCTOR. BOND EACH INDIVIDUAL EQUIPMENT
ENCLOSURE TO GROUNDING CONDUCTOR. BOND SERVICE CONDUITS INDIVIDUALLY
TO BURIED GROUNDING CONDUCTOR. USE A NEMA DRILLED TWO—HOLE-----
CONNECTOR FOR BONDS TO EQUIPMENT ENCLOSURES; USE AN APPROVED CONDUIT
CLAMP FOR CONNECTIONS TO SERVICE CONDUITS. EXOTHERMICALLY WELD
CONNECTIONS TO GROUNDING CONDUCTOR.
4. BOND REBAR IN CONCRETE FOUNDATION TO BURIED GROUND RING.
EXOTHERMICALLY WELD CONNECTIONS TO REBAR AND TO BURIED GROUNDING
CONDUCTOR. PROVIDE A PHOTOGRAPH SHOWING STRUCTURAL STEEL BOND
LOCATION.
BOND TO REBAR
5. EXOTHERMICALLY WELD GROUNDING CONDUCTOR TO COMMUNICATION � FOUNDATION (TYP.) �\
STRUCTURE 1'-0" ABOVE FOUNDATION AND BOND TO BURIED GROUND RING. SEE NOTE 4.
PROVIDE A 3/4" PVC SLEEVE WITH A GRADUAL BEND, IN THE CONCRETE
FOUNDATION. � CADWELD
6. 5/8"x10'-0" LONG COPPER CLAD GROUND ROD. SPACING BETWEEN RODS, AS SHOWN (TYP.)
(NON—LINEAR). PROVIDE TEE TYPE EXOTHERMIC WELD TO BOND GROUND ROD TO
BURIED GROUND RING. TYPICAL FOR ALL GROUND RODS SHOWN AROUND TOWER. #2 AWG SOLID TINNED ��
SEE GROUND ROD INSPECTION SLEEVE DETAIL, SHEET E-5. COPPER WIRE AT 18" ` i
MIN. BELOW GRADE, 24'
7. BOND ALL EXTERIOR CONDUITS, PIPES AND CYLINDRICAL METALLIC OBJECTS WITH MAX. (TYP.) GROUND
A PENN—UNION GT SERIES CLAMP, BLACKBURN GUV SERIES CLAMP OR A BURNDY CONDUCTOR BENDS SHALL
GAR 3900BU SERIES CLAMP ONLY, NO SUBSTITUTES ACCEPTED. BE MIN. 8' RADIUS. \ /
SITE MASTER /
8. AFTER INSTALLATION IS COMPLETED IN CONFORMANCE WITH THESE DRAWINGS AND THE 1 BUSS BAR
STANDARD SPECIFICATIONS, THE CONTRACTOR SHALL CONFIRM THE IMPEDENCE
(GROUND RESISTANCE) TO EARTH AND BETWEEN GROUNDING CIRCUITS. THE GROUNDING
SYSTEM IS EXPECTED TO PROVIDE FOR A MAXIMUM EARTH RESISTANCE OF 5 OHMS. BOND SERVICE ENTRANCE
SUPPORT STAND TO BURIED
THE CONTRACTOR SHALL NOTIFY GEARON COMMUNICATIONS, INC. (GEARON) PRIOR TO GROUND CONDUCTOR.
ALL TESTING AND SHALL FURTHER NOTIFY GEARON IN THE EVENT THE EARTH REFERENCE NOTE 3
RESISTANCE IS GREATER THAN 5 OHMS.
9. REFERENCE ELECTRICAL NOTES i3 to LIGHTING CONTROLLER
STND STND RACK
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�FESSp 9C�ti�'�'
' SEAL •'
022293
�� Y •ti ivGINEF'� •• ���
IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
FINAL DESIGN PENDING
RESULTS OF GROUND
RESISTIVITY TEST
CADWELD COPPER TO STEEL
MESH USING CADWELD TYPE
PT CONNECTORS
PROPOSED SECURITY FENCE
GROUND ROD AT EACH
FENCE CORNER (TYP.)
is
STND
IN CHARGE OF 10 0 10 20
DESIGNED SLS I DRAWN DL I CHECKED DFS 10,
PREPARED FOR: PREPARED BY:
GEARON
8/18/98 ISSUED FOR CONSTRUCTION -
COMMUNICATIONS 0 8/7/98 ISSUED FOR REVIEW
DATE
REVISIONS
INIT
SEE NOTE 2
�Y�
I
i
CABLE GROUNDING
BUS BAR
I
SEP 1 8 1998
BONDED TO NEAREST
FENCE POST (TYP.)
BOND TO TOWER
(TYP.) SEE NOTE 5.
i
BTS CABINET
COUNTERPOISE
SERVICES
PROTECTION
ENCLOSURE—A3
1
ES
TRUE NORTH IS A
COUNTERCLOCKWISE Z
DEFLECTION OF O
01'05'53" FROM
NC GRID NORTH Z
GROUND ROD
W/ INSPECTION
SLEEVE (TYP.)
z
ES
—TOWER STRUCTURE
COUNTERPOISE
�— GROUND ROD
(TYP.) t5
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SITE MASTER
\
\
GROUND BUSS
\
SITE
GROUNDING PLAN
ROUTE #2/0
BARE
STRANDED COPPER WIRE
SCALE: 1"=10'
THROUGH (1)
3/4" PVC
CONDUIT TO
SERVICES
CONTRACTOR SHALL REFERENCE
PROTECTION
ENCLOSURE.
BELLSOUTH MOBILITY DCS
CONNECT TO
SITE MASTER
STANDARD DETAILS AND
GROUND BUSS.
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PROPOSED GEARON COMMUNICATIONS TOWER ME NO. 318-028 A
EAST CHANNEL
O't3RICN S GCRC DATE: 8/7/98 E4
ENGINEERS INC. SITE GROUNDING PLAN-mm21219E04

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IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
+ BTS TOWER —m-
\SE TEMPLATE DETAIL 1
NOT TO SCALE C5
IN CHARGE OF
DESIGNED SLS I DRAWN DL CHECKED DFS
PREPARED FOR:
GEARON
COMMUNICATIONS a
REMOVABLE COVER
FINISHED GRADE
3" HOLE FOR
2-1/2"
—
CONDUIT FOR
POWER
1.5" HOLE FOR
3/4"
CONDUIT FOR
TOWER
OBSTRUCTION
LIGHTING
CONTROLLER
1.5" HOLE FOR
3/4"
CONDUIT FOR
MAIN
-I
EN
6" DIAMETER
GROUND LEAD
TO
SCHEDULE 40 PVC
SINGLE POINT
GROUND
2" HOLE FOR
1 -1/2 -
CONDUIT FOR
FUTURE
T -BOX
1'* WIDE SLOT CUT SMOOTH
FOR GROUND RING. EXTEND
"TEE" TYPE EXOTHERMIC
3" HOLE FOR
2 1/2"
NOTCH 2" ABOVE CONDUCTOR
ol WELD TO GROUND ROD
CONDUIT FOR
FUTURE
18" BELOW GRADE.
TELCO
3" HOLE FOR
2 1/2"
EXTERIOR GROUND RING
CONDUIT FOR
TELCO
0
1 LOOSE GRAVEL Lj � GROUND ROD
E3 A E4 ) -
NOT TO SCALE
3/18/98 ISSUED FOR CONSTRUCTION
8/7/98 ISSUED FOR REVIEW
DATE REVISIONS
OUND ROD INSPECTION SLE
NOT TO SCALE
DETAIL 2
E4
CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PREPARED BY: Sn NO. 318-028 A
PROPOSED GEARON COMMUNICATIONS TOWER
EAST CHANNEL DATE:
-= O't3RICNEGCI�C 8i7i98 E5
ENGINEERS INC. ELECTRICAL DETAILS FlUENM9E05
INIT

3
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N 6 POSITION
MODULAR METERING
PACK, 800A BUS,
200A, 10 METERS
F-
- -
TENANT MAIN CIRCUIT BREAKER
20OA/2P, 100K AIC, (2 TYP.)
100A/2P, 100K AIC, 4 TYP.
- _T_
(3) #3l0 & (1) #4 GND
2-1/2' PVC TO A -BOX.
(THIS CONTRACT)
FUTURE 200A TENANT FEEDER
BY OTHERS. (1 TYP.)
FUTURE 100A TENANT FEEDER
BY OTHERS. (3 TYP.)
(3)#2 AND (1)#8GND IN 1-1/2"
PVC CONDUIT TO LIGHTING CONTROLLER
(THIS CONTRACT)
SERVICE ENTRANCE GROUND ROD
COPPER CLAD GROUNDING
ELECTRODE. (2 TYP.)
ELECTRICAL
'
i
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,, �F( ••F, so\��,,,,,,,
1 /bra 1 111 \
IT IS A `AOLATION OF LAW FOR ANY PERSON UNLESS TNEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
7- 800A BUS SUPPLIED WITH EQUIPMENT
MODULAR METERING MAIN SERVICE
CUBICLE, CHALLENGER #WCG3L18R
WITH (6)#WCG3BL5012 LUGS
OR APPROVED EQUAL BY GE, ON
SERVICE EQUIPMENT SUPPORT STAND
UTILITY TRANSFORMER
120/24OV,10 SECONDARY
(2) 3#500kcmil, —
3" PVC CONDUIT
I
J --J
#2/0 COPPER CONDUCTOR FROM
GROUND -NEUTRAL BOND TO SERVICE
ENTRANCE GROUND RODS
15'-0"
r� �T
-LINE DIAGRAM (6 TENANT)
NOT TO SCALE 120/240V, 10 SERVICE
IN CHARGE OF
DESIGNED SLS I DRAWN DL CHECKED DFS
PREPARED FOR:
GEARON
COMMUNICATIONS a
E2 A E3
NOT TO SCALE
8/18/981 ISSUED FOR CONSTRUCTION
8/7/98 I ISSUED FOR REVIEW
DATE
REVISIONS
SEP 1 8 1998
PANEL
NAME: MDP LOCATION: SPE
-A3 MAINS: 200A MLO
CABINET
MTG: SURFACE MT G
ENCLOSURE
NEMA TYPE: 1
VOLTS: 120/24 PHASE: 10 WIRE: _� W. 60 HZ.,
MIN. INTERRUPTING RATING: 10.000
AMPERES
LOAD SERVED BRANCH CIRCUIT
CONDUIT & WIRING
BREAKER KVA CKT 0 CKT KVA
POLE AMPAMP
BREAKER
POLE
BRANCH
CONDUIT
CIRCUIT
& WIRING
LOAD SERVED
BTS
3#8,#10G -3/4"C
2 50 1
7
SPACE
BTS
2 50 2
8 0.1
SPACE
BTS
3 8, 10G -3/4"C
2 50 3
9
10 1
SPARE
BTS
2 50 4
10
15 1
SPARE
SPACE
5
11
15 1
SPARE
FAN
2#14,#14G -3/4"C
1 10 6
12
15 1
2#12,#12G -3/4"C
TELCO GFI
CONNECTED
KVA PHASE A: 1.68
CONNECTED KVA
PHASE 8: 0_1
TOTAL KVA: 1.78
REMARKS: 1. • PROVIDE GFI BREAKER
2. MDP PROVIDED WITHIN
SERVICE
PROTECTION
CLOSURE
3. TOTAL
NUMBER POLES: j-2
PANELBOARD SCHEDULE
NOT TO SCALE
CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PREPARED BY: SfTE NO. 316-028 A
PROPOSED GEARON COMMUNICATIONS TOWER
-- EAST CHANNEL DATE:
(3 13RICN E GCRC 8/7/98 E 6
ENGINEERS INC.
INIT ELECTRICAL D ETAI LS FLE NO 2121 9EO6

O :oFEssio;�.�'Ly
SEAL
022293
•:�tiGINEF'�:
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IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE
ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT.
, ,I. %TA\II�17M
STEEL B
(TYPICAL
1/4'
BACV
TYP.
9' 3-3/4"
0
IN CHARGE OF
DESIGNED RLH I DRAWN Dl I CHECKED DFS
PREPARED FOR:
GEARON
COMMUNICATIONS 0
ENTRANCE SUPPOR'
NOT TO SCALE
NOT TO SCALE
3/18/98 ISSUED FOR CONSTRUCTION
8/7/98 ISSUED FOR REVIEW
DATE REVISIONS
INIT
AND DETAIL 1
C5
PREPARED BY:
O' DRICN G GCRC
ENGINEERS INC.
SEP 1 8 1998
1
E3CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PROPOSED GEARON COMMUNICATIONS TOWER SITE NO. 316-028 A
EAST CHANNEL DATE`
8,x,98 E7
ELECTRICAL DETAILS ��21219E07

2-1/2" PVC
CONDUIT
TO SERVICE
PROTECTION
ENCLOSURE A-3
(THIS CONTRACT)
FUTURE —�
TENANT
ELECTRIC
CONDUITS
3 TYP.)
O
BY OTHERS)
°
FUTURE
TENANT
ELECTRIC
a a
CONDUIT
(BY OTHERS)
1-1/2" PVC
CONDUIT TO
LIGHTING
O
CONTROLLER
(THIS CONTRACT)
2-1/2" PVC
CONDUIT
TO SERVICE
PROTECTION
ENCLOSURE A-3
(THIS CONTRACT)
3/4" RGS CONDUIT -J
TO TOWER
1-1/2" PVC CONDUIT -
TO METER ON SERVICE
ENTRANCE EQUIPMENT
STAND
✓ _ 3/4" PVC CONDUIT
TO TELCO BOX ON
3" CONDUIT SERVICE ENTRANCE
TO ELECTRIC UTILITY EQUIPMENT STAND
���1111 �►���� SERVICE ENTRANCE
-\N CARQ "4iel (2 TYP.)
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SERVICE ENTRANCE SUPPORT FRON
SEAL
022293 ?�
IN CHARGE OF
NGINEF'�.'� �� DESIGNED RLH DRAWN DL CHECKED DFS
FSO�)`� PREPARED FOR:
GEARON
IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ME COMMUNICATIO
D
ACTING UNDER THE DIRECTION OF A LICENSED NS
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. I.,
NOT TO SCALE
NOT TO SCALE
3/18/98 ISSUED FOR CONSTRUCTION
8/7/98 ISSUED FOR REVIEW
DATE I REVISIONS
INIT
1xv: s.
PREPARED BY:
O' BRICN E GCRC
ENGINEERS INC.
I I
I I
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I
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-411
4" TELCO CONDUITS
TO UTILITY SERVICE
ENTRANCE (2 TYP.)
2 1/2" TELCO
CONDUIT
TO SERVICE
PROTECTION
ENCLOSURE A-3
SEP 1 8 1998
1 y 1 y 1 y 1
C5E2E3 E4 CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PROPOSED GEARON COMMUNICATIONS TOWER SIE NO. 316-028 A
EAST CHANNEL DATE:
8/7/98 E 8
ELECTRICAL DETAILS FILE NO.
21219E08
yIODUP R METER STACK
2 TYP.
0 °
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°
36"x36"x12" DEMARK
BOX NEMA 3R
PROVIDED BY GEARON
a a
a
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a MAIN SERVICE 1 1 1 11
TOWER OBSTRUCTION LIGHTING
SECTION 1 1 1 11
CONTROLLER FURNISHED BY
OTHERS, INSTALLED & WIRED
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a
BY THE CONTRACTOR.
11 1 1 11
I I I I I I
12 BREAKER SERVICE
PANEL 125 AMP MAIN
1 1 1 11
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FUTURE TENANT TELCO
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wl
0
3/4" RGS CONDUIT -J
TO TOWER
1-1/2" PVC CONDUIT -
TO METER ON SERVICE
ENTRANCE EQUIPMENT
STAND
✓ _ 3/4" PVC CONDUIT
TO TELCO BOX ON
3" CONDUIT SERVICE ENTRANCE
TO ELECTRIC UTILITY EQUIPMENT STAND
���1111 �►���� SERVICE ENTRANCE
-\N CARQ "4iel (2 TYP.)
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SERVICE ENTRANCE SUPPORT FRON
SEAL
022293 ?�
IN CHARGE OF
NGINEF'�.'� �� DESIGNED RLH DRAWN DL CHECKED DFS
FSO�)`� PREPARED FOR:
GEARON
IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ME COMMUNICATIO
D
ACTING UNDER THE DIRECTION OF A LICENSED NS
PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. I.,
NOT TO SCALE
NOT TO SCALE
3/18/98 ISSUED FOR CONSTRUCTION
8/7/98 ISSUED FOR REVIEW
DATE I REVISIONS
INIT
1xv: s.
PREPARED BY:
O' BRICN E GCRC
ENGINEERS INC.
I I
I I
I I
I I
I
I I
I I
I I
I I
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-411
4" TELCO CONDUITS
TO UTILITY SERVICE
ENTRANCE (2 TYP.)
2 1/2" TELCO
CONDUIT
TO SERVICE
PROTECTION
ENCLOSURE A-3
SEP 1 8 1998
1 y 1 y 1 y 1
C5E2E3 E4 CONTRACTOR SHALL REFERENCE
BELLSOUTH MOBILITY DCS
STANDARD DETAILS AND
SPECIFICATIONS FOR WIRELESS
TELECOMMUNICATION TOWERS.
PROPOSED GEARON COMMUNICATIONS TOWER SIE NO. 316-028 A
EAST CHANNEL DATE:
8/7/98 E 8
ELECTRICAL DETAILS FILE NO.
21219E08

FOUNDATION PLA
(PER DESIGN BY TOWER MANUFACTURER)
FOUNDATION
LAYOUT
DRILLED SHAFT
INFORMATION
LOADING CONDITIONS (PER LEG)
STEEL REQUIREMENTS
NUMBER OF
DIAMETER
EMBEDMENT
AXIAL
AXIAL
SHEAR
LONGITUDINAL
TIES
SHAFTS
"D"
LENGTH "L"
COMPRESSION
TENSION
STEEL
(inches)
(feet)
(kips)
(kips)
(kips)
(full depth)
(full depth)
3
84
38 Minimum
574.2
490.2
74.6
28 - # 11's
# 5 Q 12" O.C.
EXCEPT AS NOTED
ANCHOR BOLT ASSEMBLY AND EMBEDMENT IN
6" TYPICAL DRILLED SHAFT PER DESIGN BY TOWER MANUFACTURER
AND SET BY CONTRACTOR. GROUND WIRES TO BE SET
BY CONTRACTOR PER PLANS BY OTHERS.
— L
Embedment
Length
I I
r------ ---r
1---------- -}
I
I
I I
I I
I I
I I
I
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I I
—4
I I
I I
I I
I I
I I
I I
I
I
I I
I I
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L---------1
I I
I I
I I
I I
! —1
— "D"_
Diameter
SECTION A -A'
15 # 5 TIES @ 6" O.C. IN TOP
low
# 5 TIES @ 12" O.C.
28 # 11 LONGITUDINAL BARS,
FULL DEPTH OF SHAFT,
EQUALLY SPACED
84" DIAME
DRILLED E
28 #11 LONGITUDIN
u c T,- — • lS
SECTION B -B'
NOTES:
SEP 1 8 1998
1. DRILLED SHAFT CONSTRUCTION SHALL CONFORM TO ALL REQUIREMENTS OF
"STANDARD SPECIFICATION FOR THE CONSTRUCTION OF DRILLED PIERS
(AC1336.1-94)" PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE EXCEPT
AS MODIFIED BY THE REQUIREMENTS OF THIS PROJECT SPECIFICATION
OR BY THE "STANDARDS AND SPECIFICATIONS FOR THE FOUNDATION DRILLING
INDUSTRY" PUBLISHED BY THE INTERNATIONAL ASSOCIATION OF FOUNDATION
DRILLING.
2. UNLESS OTHERWISE NOTED, ALL CONCRETE WORK SHALL BE IN ACCORDANCE
WITH LATEST EDITION OF ACI -318 AND ACI -301. CONCRETE SHALL HAVE A
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 psi.
3. UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE DEFORMED BILLET
STEEL CONFORMING TO ASTM A-615, GRADE 60 WITH 60,000 psi YIELD POINT.
NO SPLICES OF REINFORCEMENT BARS SHALL BE MADE EXCEPT AS DETAILED
OR AUTHORIZED BY DESIGN ENGINEER. LAP SPLICES FOR TIE BARS SHALL BE A
MINIMUM OF 48 BAR DIAMETERS. DETAIL BARS IN ACCORDANCE WITH ACI
DETAILING MANUAL & ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.
4. CONCRETE COVER FOR REINFORCING BARS SHALL BE A MINIMUM OF FOUR (4)
INCHES CLEAR. CONTRACTOR TO PROVIDE ALL ACCESSORIES NECESSARY TO
SUPPORT REINFORCING STEEL AT THE POSITION SHOWN ON THE PLANS.
5. THE USE OF TEMPORARY STEEL CASING AND/OR DRILLING SLURRY WILL BE REQUIRED
DURING DRILLING. IF SLURRY IS UTILIZED, CONCRETE SHOULD BE PLACED NO MORE
THAN FOUR (4) HOURS AFTER COMPLETION OF DRILLING. DRILLING AND CONCRETE
PLACEMENT MUST BE PERFORMED THE SAME DAY. SLURRY SHOULD BE SAMPLED
DURING DRILLING AND PRIOR TO CONCRETE PLACEMENT TO VERIFY THAT IT MEETS
ACI 336.1-94.
6. FOUNDATION DESIGN BASED ON REACTIONS PROVIDED BY UNR-ROHN DATED
MAY 27, 1998 (UNR-ROHN FILE NO. 38064AM, UNR-ROHM DRAWING NO. A981516).
7. DRILLED SHAFTS HAVE BEEN DESIGNED BASED ON SUBSURFACE EXPLORATION
AND GEOTECHNICAL ENGINEERING EVALUATION REPORT BY FROEHLING &
ROBERTSON DATED AUGUST 14, 1998 (F&R PROJECT NO. Y66-547). F&R IS TO
OBSERVE AND APPROVE THE SHAFT DRILLING AND CONCRETE PLACEMENT.
CONTRACTOR SHALL PROVIDE ADEQUATE ASSISTANCE AND PRIOR NOTIFICATION
TO ACCOMPLISH THIS REQUIREMENT.
v UM TIE BAR
30"

ftI:yy,�'
Alton L. Hall
6301 Market Street
Wilmington, NC 28405
Dear Mr. Hall,
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL
MANAGEMENT
U
October 1, 1998
I am writing to you with regard to your concerns over the cell communication tower to be
constructed on Cedar Pt. Blvd. in Carteret County. You expressed a concern over potential
stormwater runoff potential from the proposed vegetated buffer. The Division of Coastal
Management does not manage stormwater runoff. In a recent attempt to allay a neighbor's
valid concerns over runoff increased by adjoining development, we were reminded by the
Attorney General's Office that the Coastal Area Management Act does not address
stormwater, and the Division does not regulate it. Stormwater is regulated by the Division
of Water Quality out of the Wilmington Regional Office. However, there rules are not
initiated unless there is an acre of disturbance, which there is not, or a CAMA Major Permit
required, which there is not. You may want to contact the Zoning Office of Carteret County,
as they are requiring the vegetated buffer. I will advise the American Tower Systems of your
concerns as well.
Thank you for your comments, and I apologize that I cannot address this issue further. If you
have any questions, please feel free to call me.
Sincerely,
T. Barrett
Coastal Management Representative
tjb
cc: Ted Tyndall, DCM
Mike Morris, LPO
Morehead City Office
Hestron Plaza II, 151-B Hwy. 24, Morehead City, NC 28557
Phone[phone] Fax[phone]