20201102 Ver 1_Updated Plan Info_20211027

Strickland, Bev
From: Jessica McDonald <[e-mail]>
Sent: Wednesday, October 27, 2021 3:45 PM
To: [e-mail]
Cc: Elliott York; Homewood, Sue
Subject: [External] RE: NWP39_SAW-2019-01884 - Proposed Changes to Permit for the
174P0173 (MAY) site (10142260) - R&A #44468
Attachments: 132151_NCC019_CD (11) 2021-10-25.pdf; NWP39_SAW2019-01884 NWP 39.pdf
Follow Up Flag: Follow up
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Report Spam.
Hi David,
Since your office issued the update below, some other scope changes have come up. A portion of the proposed utility
route that was previously planned to have overhead lines over the stream crossing is now proposed to be directionally
bored under the stream as detailed in the attached CDs (sheet C-2.1). Could you let me know if the attached permit will
still apply? Also let me know if you need any additional information.
Thank you for your guidance!
Jessica
RAMAKER
Jessica McDonald Environmental Specialist
RAMAKER I Employee -owned
855 Community Dr, Sauk City, WI 53583
D [phone] M [phone]
www.ramaker.com I [e-mail]
From: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, April 22, 2021 2:43 PM
To: Elliott York <[e-mail]>; [e-mail]
Cc: Jessica McDonald <[e-mail]>
Subject: RE: NWP39_SAW-2019-01884 - Proposed Changes to Permit for the 174P0173 (MAY) site (10142260) - R&A
#44468
CAUTION: This email originated from outside our organization.
Hi Elliott, and thanks for you email. Note that I also received Jessica's call about this project. My apologies for the delay
in my response. I do remember the site and the NWP 39 verification we issued on 10/9/2020. My understanding from

your description and updated plans (attached) is that impacts have gone from 46 If (0.005 acre) of stream and 0.04 acre
wetlands to proposed impacts of ^'52 If (0.006 acre) stream and 0.07 acre wetlands. The reason for the increase in the
proposed impacts is a change in the access road width from 20 ft to 25 ft.
Based on our case -by -case review, we have determined that the amended project still fits NWP 39, does not require
compensatory mitigation, and can proceed as you proposed in compliance with the NWP 39 terms and conditions
(attached). Note that, per our 2017 NWP 39 authorization and its expiration due to the issuance of the 2021 NWP 39,
construction of the authorized impacts must be complete no later than 3/14/2022.
Please let me know if you have any questions.
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Office: [phone], Ext. 30.
Mobile: [phone]
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: https://regulatory.ops.usace.army.mil/customer-service-survey/
Thank you for taking the time to visit this site and complete the survey.
From: Elliott York <[e-mail]>
Sent: Friday, April 9, 2021 1:09 PM
To: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>; [e-mail]
Cc: Jessica McDonald <[e-mail]>
Subject: [Non-DoD Source] NWP39_SAW-2019-01884 - Proposed Changes to Permit for the 174P0173 (MAY) site
(10142260) - R&A #44468
Good afternoon Mr. Bailey and Ms. Homewood,
I hope this email finds you doing well. I'm writing in regard to a proposed change since NWP39_SAW-2019-01884 was
issued on October 9, 2020. In summary, the proposed access road that traverses the wetland has been widened by 2
feet. How would you like to receive this revised information? Is a new permit application necessary or can we submit the
changes via email or another avenue? I have attached the revised construction drawings for your reference and review.
Please let us know if there are any questions or concerns and we'll be happy to address them.
Kindest regards,
2

RAMAKER
Elliott York I Environmental Specialist
RAMAKER I employee -owned
855 Community Dr, Sauk City, WI 53583
0 [phone] D [phone]
www.ramaKer.com I [e-mail]
3

Permittee:
Address:
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-01884 County: Guilford U.S.G.S. Quad: NC-McLeansville
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
City Switch II -A, LLC
Attn: Jason Groseclose
1900 Century Place, Suite 320
Atlanta, GA 30345
Size (acres) -7.46 Nearest Town McLeansville
Nearest Waterway UT to North Buffalo Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.1149, -79.7088
Location description: The project area is located on the south side of Camp Burton Road, approximately 0.25 mile east of its
intersection with Rankin Mill Road, at 4226 Camp Burton Road, in McLeansville, Guilford County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 46 linear feet
(0.005 acre) of stream channel (all a loss of waters of the US) and 0.04 acre of riparian non-riverine wetlands, necessary for
the installation of one road crossing for construction access and long-term maintenance of a cellular tower.
Applicable Law(s): © Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 39. Commercial and Institutional Developments
REMARKS: The use of this permit has been verified After -the -Fact.
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 8/27/2020, and revised information sent via email on 10/9/2020, and the enclosed
plans Sheet Numbers C-1, C-2.1, and C-9.3. Any violation of the attached conditions or deviation from your submitted plans
may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal
action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact David E. Bailey at [phone] X 30 or David.E.Bailey2(ausace.army.mil.
% Date: 2020.10.09 15:10:19
-04'00'
Corps Regulatory Official: A""
Expiration Date of Verification: 03/18/2022
Date: 10/09/2020

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army mil/cm_apex/f?p=136:4:0.
Copy fumished:
Nick Creidler, Headwater Environmental, Inc., 1121 Military Cutoff Road, Suite C #306, Wilmington, NC 28405
Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105

DRAINAGE NARRATIVE:
THE PROPOSED SITE DISTURBANCE FOR THIS CELL TOWER SITE
INCLUDES A 808' ONSITE ACCESS ROAD AND TURNAROUND, A
80'X80' NON -VEHICULAR GRAVEL COMPOUND, AND THE LANDSCAPE
AREA SURROUNDING THE 80' X 80' GRAVEL COMPOUND. THE TOTAL
PROPOSED DISTURBED AREA IS 40,487.52 SF (0.929 AC). THE
TOTAL PROPOSED DISTURBANCE AREA IS LESS THAN 1 ACRE. A
GRADING PERMIT IS NOT REQUIRED.
THIS AREA IS CURRENTLY UNDEVELOPED.
THE PRE -DEVELOPMENT FLOW RATE IS BASED ON THE RATIONAL
METHOD (Q=CiA), C=0.35, i=0.304 IN/HR, A=7.47 AC FOR A
100-YR 24-HR DESIGN STORM PER NOAA ATLAS 14 POINT
PRECIPITATION DATA.
THE POST -DEVELOPMENT FLOW RATE IS CALCULATED USING THE
RATIONAL METHOD WITH A WEIGHTED 'C' VALUE OF 0.38.
THE PRE -DEVELOPMENT IMPERVIOUS COVER HAS BEEN TREATED AS
0 SF AND THE POST DEVELOPMENT IMPERVIOUS COVER IS 16,455.34
SF. THE PARENT PARCEL IS 325,257.31 SF. THE PROPOSED POST
DEVELOPMENT IMPERVIOUS COVER IS 5.1%
Qpre = 0.795 CFS
Qpost = 0.863 CFS
THE PROPOSED DEVELOPMENT WILL RESULT IN AN INCREASE IN
STORMWATER RUNOFF OF 0.068 CFS.
WATERSHED INFORMATION:
NORTH BUFFALO CREEK
THE NORTH BUFFALO CREEK SUBWATERSHED (HUC12:
030300020105) IS IN THE REEDY FORK WATERSHED
(HUC10:0303000201) WITHIN THE HAW RIVER SUBBASIN
(HUC8: 030300002) WHICH IS A PART OF THE CAPE FEAR
RIVER BASIN (HUC6: 030300).
NOTE:
ACCESS DRIVE SHALL CONSIST OF AN
"ALL- WEATHER" GRAVEL SURFACE.
N/F
CHARLOTTE FOGLEMAN
PARCEL ID: 115371 ZONED:
AG —AGRICULTURAL
DB R 6723 PG 30
WETLAND LIMITS
EXISTING 12" RCP
EXISTING TREE
LINE
PROPOSED 80' x 80'
FENCED GRAVEL COMPOUND
PROPOSED 100' x 100'
LEASE PARCEL
PROPOSED PARKING AND
TURNAROUND AREA
PARENT TRACT
OOVERALL SITE PLAN
SCALE:
0100
C
N/F
DAVID W. & SHIRLEY TATUM
PARCEL ID: 115373
ZONED: AG —AGRICULTURAL
N/A
PROPOSED 20' WIDE
ACCESS & UTILITY
EASEMENT
PARENT PARCEL
N/F
LAWRENCE B. MAY
PARCEL ID: 115372 ZONED:
AG —AGRICULTURAL
DB 2602 PG 384
PROPOSED AT&T 435
SQ FT LEASE AREA
PROPOSED 220' SELF
SUPPORT TOWER
50
150
200'
N/F
SHERRY E. CA EY
PARCEL ID: 115356
ZONED: RS-30
DB 4907 PG 1711
1 "=100'
N/F
THE CITY OF GREENSBORO
PARCEL ID: 217968
ZONED: PI —UNKNOWN
DB R 8059 PG 2437
EXIST. STREAM
WETLAND TABLE:
STREAM LENGTH = 390' (PERENNIAL, WITHIN PARCEL)
STREAM WIDTH = 3' +/-
LENGTH OF STREAM IMPACTS 40' (CULVERT)
NOTES:
1. SEE LEGEND, SITE DATA, AND GENERAL NOTES ON SHEETS
GN-1.
2. TOWER LATITUDE, LONGITUDE & ELEVATION MEET FAA"1-A"
ACCURACY REQUIREMENTS.
3. PROPOSED SELF-SUPPORT TOWER.
CENTER OF TOWER:
LATITUDE: NORTH 36°06'50.39" (36.113997) NAD 83
LONGITUDE: WEST-79°42'32.86" (-79.709128) NAD 83
GROUND ELEVATION @ 747.1' A.M.S.L.
4. THE PERPENDICULAR DISTANCES FROM THE CENTER OF
PROPOSED TOWER TO PARENT TRACT BOUNDARY LINE WERE
ESTABLISHED FROM ACTUAL FIELD MEASUREMENTS AND
OBSERVATIONS PERFORMED BY POINT TO POINT LAND
SURVEYORS 2/18/2019. AND ARE AS FOLLOWS:
NORTH:
SOUTH:
EAST:
WEST:
804.3'±
228.6'±
197.4'±
111.8'±
5. EXISTING FEATURES SHOWN ARE BASED ON FIELD SURVEY
BY POINT TO POINT LAND SURVEYORS PERFORMED ON
2/18/2019.
6. THIS PLAN IS NOT A BOUNDARY SURVEY. PROPERTY
BOUNDARY INFORMATION SHOWN IS FOR REFERENCE ONLY.
POINT TO POINT LAND SURVEYORS DID NOT VERIFY
BOUNDARY AS PART OF THIS SURVEY. DEED BEARING AND
DISTANCE IN PARENTHESIS.
7. NO WETLANDS INVESTIGATION WAS PERFORMED AS PART
OF THIS SURVEY.
8. NO INVESTIGATION OF THE PRESENCE OF HAZARDOUS
MATERIALS WAS PERFORMED AS A PART OF THIS SURVEY.
9. UTILITIES SHOWN PER FIELD LOCATIONS FROM ABOVE
GROUND INSPECTION OF THE SITE AND UTILITY MARK -OUTS IN
THE FIELD. UTILITIES THAT EXIST MAY NOT BE SHOWN.
10. CONTRACTOR TO VERIFY POWER & TELCO DEMARCS WITH
UTILITY PROVIDERS PRIOR TO BIDDING PROJECT.
11. NO WATER, WASTEWATER, OR SEPTIC UTILITIES ARE
REQUIRED FOR THIS DEVELOPMENT.
FLOOD ZONE NOTE:
NO PORTION OF THIS PROPERTY IS LOCATED IN A
SPECIAL FLOOD AREA AS PER F.I.R.M. COMMUNITY
PANEL NO. 37107896003 DATED 6/18/2007.
B+T
C ITY SWITCH
M.OURTAIN, OIL
W
tz
0
0
U
0
ra
0
O
PROJECT NO:
132151
CHECKED BY:
DLS
ISSUED FOR:
REV
M1E
ORM
01/02/20
OEs
06/04/20
uns
fi
07/0B/20
PAS
DESCRIPTION
FlNPL
FlNPL
FlNPL
B&T ENGINEERING, INC.
C-4171
Expres 6/30/20
THIS DOCUMENT IS
PRELIMINARY IN
NATURE AND IS NOT
A FINAL, SIGNED
AND SEALED
DOCUMENT
iforairaviaiiialWr
OVERALL SITE 1
PLAN II
SHEET NUMBER:
C — 1

MAT iu LINE A (8o
PROPOSED 20' WIDE
\ ACCESS & UTILITY
EASEMENT
N PROP. UNDERGROUND
\ \ ELEC.
\ \\ \
\ PROP. UNDERGROUND
\ \ \ TEL\0 o
\ \ \
\ \ \ \
\ \ PROPOSED AT&T 240
\ -3�SQ. FT. LEASE AREA
\ �r
\
1 \ LiiFG=745.7 \ \
\ \ \ \ \
FG=747.2 �I49 \
TOC=747.48 1 \ \
Ai12' DOUBLE— \ �\
® SWING GATE •�/ �`•`, \\ \
FG=7477
\ 72 \
FG=749.0 \mom \ \
FG=748.4 I�1 E \ 2 \\ \\
GRAVEL
Fl . FG-749\W\\
\ COMPOUND \9P \
PROPOSED A V �V V A\
H-FRAME \\ \ \\ am2s�\
PROPOSED 220' SELF C.
SUPPORT TOWER\ \ \ \ F \
\ \ \ \ \ \ \ FG=745.7 "'F\
PROPOSED 50' x 50' \ \ \ \ \ \ \ \
�o FENCED COMPOUND \ \ \
\ \ \ \ \ \ \
�•
3e, PROPOSED 100' x 100' \ \
\ \ \ ♦
PROPOSED 197 LF±
12' WIDE GRAVEL
ACCESS ROAD
FG=744.7
FG=745.2
FG=747.1
FG=747.6
FG=747.1
FG=748
e
LEASE AREA
ASS
LP
LP
0
OPROPOSED IMPROVEMENTS PLAN
SCALE: wommmmoi 1"=40'
0'• 20 40 • 60 80'
onservative scaled
measurement of
wetland impact
NOTES:
ACCESS DRIVE SHALL CONSIST OF AN
"ALL- WEATHER" GRAVEL SURFACE.
REFER TO SHEET E-2 FOR CARRIER
GROUND EQUIPMENT INFORMATION.
WETLAND LIMITS
PROPOSED SILT
FENCE (TYP)
TOTAL 230 LF±
WETLAND LIMITS
THE CONTRACTOR SHALL VISIT THE
SITE BEFORE BIDDING ON THE WORK
CONTAINED \M THIN THIS DESIGN
PACKAGE. DISCREPANCIES AND
OMISSIONS SHALL BE BROUGHT TO
THE ENGINEER'S ATTENTION PRIOR
TO BIDDING.
LEGEND
745
,-y FG=745.9
INDICATES EXISTING
CONTOUR
INDICATES FINISHED
GRADE ELEVATION
R
EXISTING
REMOVE
MATH
(Tpp EEC A
PROPOSED
FG=725.9
FG=725.5 �
26'
12" RCP
G=725.8
UNDERGROUND
TELCO
rAtl
///736
735
- 733
731 --
PROPOSED 20' WIDE
ACCESS & UTILITY
EASEMENT
PROP. UNDERGROUND
ELEC. e-�
INSTALL TEMPORARY
INLET PROTECTION
INSTALL 40 L.F. 18" ADS N-12 S.D. PIPE WITH
END SECTIONS (OR APPROVED EQUAL) (SEE
DETAILS 1, 2 SHEET C-9.3)
FG=726.3
WETLAND LIMITS
OPROPOSED IMPROVEMENTS PLAN
SCALE: 1' 40'
20 40 60' 80
738
B+T
CfTYSWITCH
1151
MOIDTTAK LTD.
PROJECT NO:
132151
CHECKED BY:
DLS
ISSUED FOR:
REV
OME
ORWN
01/02/20
016
06/04/s0
uns
fi
02/06/20
AU5
OESCRIP11ON
FlNPL
FlNPL
FlNPL
B&T ENGINEERING, INC.
C-4171
Expres 6/30/20
THIS DOCUMENT IS
PRELIMINARY IN
NATURE AND IS NOT
A FINAL, SIGNED
AND SEALED
DOCUMENT
IMPROVEMENTS PLAN 1
PROPOSED
SHEET NUMBER:
C-2.1

727
726
725
724
723
722
721
20'
ACCESS/UTILITIES
EASEMENT
PROPOSED TOP OF DRVEWAY
(MAINTAIN 1' MIN COVER
OVER TOP OF PIPE)
EXISTING DRIVEWAY SURFACE1
FG=725.7
T.O.P.=724.50
IE=722.80
PROPOSED 18° ADS N—I2 HOPE PIPE W/
END SECTIONS OR APPROVED EOUAL, 20%
STREAMBED BURIAL EXISTING 12° RCP STORM DRAIN, W/
INVERT PERCHED APPROX 2° ABOVE
FLOW LINE
12'
5=?%
i
FG=726.2
T.O.P.=724.61
. IE=722.91
EXISTING GROUND
SURFACE ----
OSTORM DRAIN PROFILE
SCALE: N.T.S.
PIPE END SECTION
(TYP)
B+T
0ITYSWtT CH
1131
MOUNITAB>I;, OD.
0
U
0
.-1
PROPOSED 220' SELF SUPPOR
PROJECT NO: 132151
CHECKED BY:
DLS
ISSUED FOR:
REV DATE ORWN DESCPoanON
4 01/02/20 DLS FINAL
FINAL
6 07/0B/20 224 FINu
06/04/20
LeS
B&T ENGINEERING, INC.
C-4171
Exp res 6/30/20
THIS DOCUMENT IS
PRELIMINARY IN
NATURE AND IS NOT
A FINAL, SIGNED
AND SEALED
DOCUMENT
ENGINEERING 1
DETAILS
SHEET NUMBER:

Action ID Number: SAW-2019-01884 County: Guilford
Permittee: City Switch II -A, LLC (Attn: Jason Groseclose)
Project Name: May site / cellular tower / 4226 Camp Burton Road / McLeansville / Guilford County /
Commercial
Date Verification Issued: 10/09/2020
Project Manager: David E. Bailey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

User: mspeedie Oct 25
0,
0
a
132151_NCC019_CD
FAN U
PROJECT SUMMARY
SITE NAME: NCC019
SITE NUMBER:
TAX MAP PROPERTY ID: 115372
SITE ADDRESS:
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
JURISDICTION: GUILFORD COUNTY, NC
TOWER OWNER:
NAD83
MOUNTAIN LTD, WIRELESS DIVISION
19 YARMOUTH DRIVE, SUITE 301
NEW GLOUCESTER, ME 04260
LATITUDE:
LONGITUDE:
APPLICANT:
CO -APPLICANT:
OCCUPANCY TYPE:
A.D.A. COMPLIANCE:
36.113997', 36'06'50.39"
-79.709128', 79'42'32.86"
CITYSWITCH
1900 CENTURY PL NE, SUITE 320
ATLANTA, GA 30345
AT&T MOBILITY
UNMANNED
FACILITY IS UNMANNED AND NOT
FOR HUMAN HABITATION
DESIGN INFORMATION
A&E FIRM:
B+T GROUP
840 E. McKELLIPS ROAD,
BUILDING 2, SUITE 108
MESA, AZ 85203
MIKE A. SPEEDIE, PE
[phone]
SURVEYOR: POINT TO POINT LAND SURVEYORS
100 GOVERNORS TRACE, STE. 103
PEACHTREE CITY, GA 30269
PH. [phone]
ELECTRIC TBD
PROVIDER: XXX—XXX—XXXX
TELCO TBD
PROVIDER: XXX—XXX—XXXX
CODE COMPLIANCE
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE
WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE
LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE
CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES:
CODE TYPE
BUILDING/DWELLING
STRUCTURAL
MECHANICAL
ELECTRICAL
CODE
IBC 2018
IBC 2018
INC 2015
NEC 2017
SITE NAME: \CC019
MBER: 10142260 / AT&T SITE ID: 174-173
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
GUILFORD COUNTY
PROPOSED 220' SELF SUPPORT TOWER
FINAL DEVELOPMENT PLANS
VICINITY MAP
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LOCAL MAP
Rd
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NO SCALE
DRIVING DIRECTIONS
DEPART PIEDMONT TRIAD INTERNATIONAL AIRPORT ON S ARRIVAL DR 0.7 MI, MERGE ONTO N TRIAD BLVD 0.3 MI, BEAR RIGHT ONTO
AIRPORT PKWY 0.4 MI, KEEP STRAIGHT ONTO RAMP 87 YDS, KEEP LEFT TO STAY ON RAM PO.2 MI, TAKE RAMP ONTO JOSEPH M
BRYAN BLVD 6.3 MI, MERGE ONTO BENJAMIN PKWY 1.0 MI, TAKE RAMP ONTO W WENDOVER AVE 1.0 MI, ROAD NAME CHANGES TO
US-220 2.5 MI, ROAD NAME CHANGES TO US-70 1.4 MI, KEEP RIGHT ONTO RAMP0.1 MI, KEEP RIGHT TO STAY ON RAMP 98 YDS,
BEAR RIGHT ONTO HUFFINE MILL RD 1.7 MI, KEEP STRAIGHT ONTO RANKIN MILL RD 0.7 MI, TURN RIGHT ONTO KEELY RD 0.3 MI,
TURN LEFT ONTO LOCAL ROAD(S) 0.1 MI, ARRIVE AT NCC019.
PROJECT DESCRIPTION
THE PROPOSED PROJECT INCLUDES:
• CONSTRUCT (1) NEW 220' SELF SUPPORT TOWER
STRUCTURE.
• CONSTRUCT FENCED GRAVEL UTILITY COMPOUND WITH
LOCKING ACCESS GATE.
• INSTALL (1) H-FRAME W/ UTILITY EQUIPMENT.
• INSTALL NEW POWER & TELCO UTILITY SERVICES.
• INSTALL NEW GROUNDING SYSTEM.
• CONSTRUCT 14' WIDE GRAVEL ACCESS ROAD.
• REMOVE/REPLACE EXISTING STORM DRAIN.
DO NOT SCALE DRAWINGS
ALL DRAWINGS CONTAINED HEREIN
ARE FORMATTED FOR 11X17.
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING
DIMENSIONS AND CONDITIONS ON THE JOB SITE AND
SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING
OF ANY DISCREPANCIES BEFORE PROCEEDING WITH
THE WORK OR BE RESPONSIBLE FOR SAME.
CASE II20-08-GCCP-05794
C ITYSWIT
DRAWING INDEX
SHEET #
T-1
GN-1
1-3
C-0
C-1
C-2.1
C-2.2
C-2.3
C-3
C-3.1
C-4
C-5
C-6
C-7
C-8
C-9 - C-9.3
C-10
C-11
E-1
E-2
E-3
E-4
E-5
E-6
E-7
G-1
G-2 - G-3
L-1 - L-2
SHEET DESCRIPTION
TITLE SHEET
GENERAL NOTES
SURVEY
OVERALL PARCEL PLAN
OVERALL SITE PLAN
PROPOSED IMPROVEMENT PLAN
PROPOSED IMPROVEMENT PLAN
COMPOUND DIMENSION PLAN
WALK-IN CABINET DETAILS
GENERATOR DETAILS
TOWER ELEVATION & ANTENNA ORIENTATION
ANTENNA CONFIGURATION
RRH, ANTENNA & EQUIPMENT SPECIFICATIONS
RF PLUMBING DIAGRAM
DC / FIBER SYSTEM DIAGRAM
ENGINEERING DETAILS
FENCE, GATE & COMPOUND DETAILS
SIGNAGE DETAILS
ELECTRICAL SITE PLAN
ELECTRICAL DETAIL PLAN
ELECTRICAL NOTES
UTILITY H-FRAME DETAILS
ELECTRICAL DETAILS
ELECTRICAL RISER DIAGRAM
AT&T ELECTRICAL PANEL SCHEDULE
GROUNDING PLAN
GROUNDING DETAILS
LANDSCAPE & IRRIGATION PLANS
GENERAL NOTES
THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION,
THEREFORE HANDICAP ACCESS IS NOT REQUIRED. A TECHNICIAN WILL
VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT
WITH NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON
DRAINAGE; NO SANITARY SEWER SERVICE. POTABLE WATER, OR TRASH
DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. NO
WORK SHALL COMMENCE WITHOUT THE APPROVED TOWER/ANTENNA
MOUNT STRUCTURAL ANALYSIS REPORT SIGNED AND SEALED BY A
LICENSED PROFESSIONAL ENGINEER UNDER SEPARATE COVER.
CALL NORTH CAROLINA ONE CALL ,'
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PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
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10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
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IT IS A VIOLATION OF LAW ForANY PERSON. UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
TITLE SHEET
SHEET NUMBER:
T-1
CASE # 20-08-GCCP-05794

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132151_NCC019_CD (11).dwg — Sheet:GN
GENERAL NOTES
1. ALL REFERENCES MADE TO OWNER IN THESE DOCUMENTS SHALL BE CONSIDERED
AT&T OR IT'S DESIGNATED REPRESENTATIVE.
2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE
CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE CONSIDERABLE
EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY
ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE
SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO
BE PERFORMED AND THAT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO
DO THIS WORK IN THE STATE OF NORTH CAROLINA.
3. THE STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH
ANSVTIA-222—G-2-2009. THIS CONFORMS TO THE REQUIREMENTS OF THE NORTH
CAROLINA BUILDING CODE, 2012 EDITION.
4. WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE NORTH CAROLINA BUILDING
CODE, 2012 EDITION.
5. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE
SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN,
AND TO THE PROCEDURES TO BE USED ON THIS PROJECT.
6. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED
EXACTLY AND SHALL SUPERSEDE ANY CONFLICTING NOTES ENCLOSED HEREIN.
7. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE
AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND IT'S COMPONENT
PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS. THIS INCLUDES, BUT IS NOT
LIMITED TO, THE ADDITION OF TEMPORARY BRACING, GUYS OR TIE DOWNS THAT MAY BE
NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF
THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT.
8. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS
SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING ANY MATERIALS
ORDERING, FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR
SHALL NOT SCALE CONTRACT DRAWINGS IN LIEU OF FIELD VERIFICATION. ANY
DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER
AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE
CONTRACTOR IS TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT
INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND
DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO
THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF
THE PROTECTIVE MEASURES OR THE PROCEDURES.
9. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY,
FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT
DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND
AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. THE
CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF
THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND
SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE
WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT AND
RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY
CODES AND REGULATIONS GOVERNING THIS WORK. RENTAL CHARGES, SAFETY,
PROTECTION AND MAINTENANCE OF RENTED EQUIPMENT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY.
11. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR
SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND
MATERIALS ACCESS, WITH THE AT&T PROJECT MANAGER.
12. BILL OF MATERIALS AND PART NUMBERS LISTED ON CONSTRUCTION DRAWINGS ARE
INTENDED TO AID CONTRACTOR/OWNER. CONTRACTOR/OWNER SHALL VERIFY PARTS AND
QUANTITIES WITH MANUFACTURER PRIOR TO BIDDING AND/OR ORDERING MATERIALS.
13. ALL PERMITS THAT MUST BE OBTAINED ARE THE RESPONSIBILITY OF THE
CONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS
AND REQUIREMENTS OF THE PERMITS.
14. 24 HOURS PRIOR TO THE BEGINNING OF ANY CONSTRUCTION, THE CONTRACTOR
MUST NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY OR CITY) ENGINEER.
15. THE CONTRACTOR SHALL REWORK (DRY. SCARIFY, ETC.) ALL MATERIAL NOT SUITABLE
FOR SUBGRADE IN ITS PRESENT STATE. AFTER REWORKING, IF THE MATERIAL REMAINS
UNSUITABLE, THE CONTRACTOR SHALL UNDERCUT THIS MATERIAL AND REPLACE WITH
APPROVED MATERIAL. ALL SUBGRADES SHALL BE PROOFROLLED WITH A FULLY LOADED
TANDEM AXLE DUMP TRUCK PRIOR TO PAVING. ANY SOFT MATERIAL SHALL BE
REWORKED OR REPLACED.
16. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL PIPES, DITCHES, AND OTHER
DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE
OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE
TO MAINTAIN DRAINAGE STRUCTURE IN OPERABLE CONDITION.
17. THE OWNER SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT
ALL TIMES WHILE WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE
EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS.
18. ANY BUILDINGS ON THIS SITE ARE INTENDED TO SHELTER EQUIPMENT WHICH WILL
ONLY BE PERIODICALLY MAINTAINED AND ARE NOT INTENDED FOR HUMAN OCCUPANCY.
19. TEMPORARY FACILITIES FOR PROTECTION OF TOOLS AND EQUIPMENT SHALL
CONFORM TO LOCAL REGULATIONS AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
20. THE CONTRACTOR AND ITS SUBCONTRACTORS SHALL CARRY LIABILITY INSURANCE
IN THE AMOUNTS AND FORM IN ACCORDANCE WITH AT&T SPECIFICATIONS.
CERTIFICATES DEMONSTRATING PROOF OF COVERAGE SHALL BE PROVIDED TO AT&T
PRIOR TO THE START OF THE WORK ON THE PROJECT.
21. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITY SERVICES TO VERIFY
LOCATIONS OF EXISTING UTILITIES AND REQUIREMENTS FOR NEW UTILITY CONNECTIONS
PRIOR TO EXCAVATING.
22. THE CONTRACTOR SHALL MAINTAIN THE JOB CLEAR OF TRASH AND DEBRIS. ALL
WASTE MATERIALS SHALL BE REMOVED FROM THE SITE PRIOR TO SUBSTANTIAL
COMPLETION AND PRIOR TO FINAL ACCEPTANCE. THE CONTRACTOR SHALL FURNISH
ONE 55 GALLON BARREL, AND TRASH BAGS, AND SHALL REMOVE TRASH, DEBRIS,
ETC., ON A DAILY BASIS.
23. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL
CONDITIONS PRIOR TO SUBMITTING HIS PROPOSAL. CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS WITH THOSE AT THE SITE.
ANY VARIATION WHICH REQUIRES PHYSICAL CHANGE SHALL BE BROUGHT TO THE
ATTENTION OF THE AT&T PROJECT ENGINEER FOR FACILITIES/CONSTRUCTION.
24. THE CONTRACTOR SHALL GUARANTEE THE WORK PERFORMED ON THE PROJECT
BY THE CONTRACTOR AND ANY OR ALL OF THE SUBCONTRACTORS WHO PERFORMED
WORK FOR THE CONTRACTOR ON THIS PROJECT. THE GUARANTEE SHALL BE FOR A
FULL YEAR FOLLOWING ISSUANCE OF THE FINAL PAYMENT OF RETAINAGE. ALL
MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE YEAR FROM
ACCEPTANCE DATE.
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PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY:
GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
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PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
GENERAL
NOTES
SHEET NUMBER:
GN -1
CASE # 20-08-GCCP-05794

GPS NOTES
THE FOLLOWING GPS STATISTICS UPON WHICH THIS
SURVEY IS BASED HAVE BEEN PRODUCED AT THE 95%
CONFIDENCE LEVEL:
POSITIONAL ACCURACY: 0.04 FEET (HORZ) 0.14 FEET NERT)
TYPE OF EQUIPMENT: GEOMAX ZENITH35 PRO BASE AND ROVER, DUAL FREQUENCY
TYPE OF GPS FIELD PROCEDURE: ONLINE POSITION USER INTERFACE
DATES OF SURVEY: 02/18/2019
DATUM / EPOCH: NAD_83(2011)(EPOCH:2010.0000)
PUBLISHED / FIXED CONTROL USE:
GEOID MODEL: 12B
COMBINED GRID FACTOR(S): 0.99973616 CENTERED ON THE GPS BASE POINT AS SHOWN HEREON.
CONVERGENCE ANGLE: 00°45'41.58"
PARENT PARCEL
OWNER: LAWRENCE B. MAY
SITE ADDRESS: 4226 CAMP BURTON RD, MCLEANSVILLE, NC 27301
PARCEL ID: 115372
AREA: 7.46 ACRES (PER TAX ASSESSOR)
ZONED: AG -AGRICULTURAL
ALL ZONING INFORMATION SHOULD BE VERIFIED WITH THE PROPER ZONING OFFICIALS
REFERENCE: DEED BOOK 2602 PAGE 384
LEGEND
BS BOTTOM SLOPE
C/L CENTERLINE
EG EDGE OF GRAVEL
EP EDGE OF PAVEMENT
GW GUYWIRE
IPF IRON PIN FOUND
N/F NOW OR FORMERLY
POB POINT OF BEGINNING
POC POINT OF COMMENCEMENT
R/W RIGHT OF WAY
RCP REINFORCED CONCRETE PIPE
RB REBAR
SD SIGHT DISTANCE
TBM TEMPORARY BENCHMARK
TS TOP SLOPE
UP UTILITY POLE
IPF 3/8" RB
N/F
WILLIAM C. &
ALICE E. FLYTHE
PARCEL ID: 115364
ZONED: RS-30
DB 3486 PG 739
C/L 10' UTILITY
EASEMENT
SEE SHEET 2 FOR DETAIL
S89'03'09'E 169.27' IPF 1 ROD
N/F
CAROLYN E. SMITH-KERR
& FRED RICHARD KERR
PARCEL ID: 115354
ZONED: RS-30
DB R 7908 PG 1068
N/F
CHARLOTTE FOGLEMAN
PARCEL ID: 115371
ZONED: AG -AGRICULTURAL
DB R 6723 PG 30
C)
r PROPERTY LINE
N/F
KERI EMORY WHITE
PARCEL D: 115369
ZONED: RS-30
DB R 7850 PG 186
so.
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PfgOBRB\4 V
FF�fV.� �243Z�0
'�2 --FP ipy
PARENT PARCEL
N/F
LAWRENCE B. MAY
PARCEL ID: 115372
ZONED: AG -AGRICULTURAL
DB 2602 PG 384
N/F
SHERRY E. CASEY/
PARCEL ID: 1153
ZONED: RS-30
DB 4907 PG 17 1
SEE SHEET 2 FOR DETAIL
N/F
DAVID W. &
SHIRLEY TATUM
PARCEL ID: 115373
ZONED: AG -AGRICULTURAL
N/A
PF 3/8' RB
N/F
THE CITY OF
GREENSBORO
PARCEL ID: 217968
ZONED: PI -UNKNOWN
DB R 8059 PG 2437
SURVEYOR CERTIFICATION
UP
Pp
tSITE
KEELY RD
VICINITY MAP
NOT TO SCALE
GENERAL NOTES
* THIS SPECIFIC PURPOSE SURVEY IS FOR THE LEASED PREMISES AND EASEMENTS
ONLY. THIS SPECIFIC PURPOSE SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF
MOUNTAIN, LTD. & FIDELITY NATIONAL TITLE INSURANCE COMPANY, AND EXCLUSIVELY
FOR THE TRANSFERRAL OF THE PROPOSED LEASED PREMISES AND THE RIGHTS OF
EASEMENT SHOWN HEREON AND SHALL NOT BE USED AS AN EXHIBIT OR EVIDENCE IN
THE FEE SIMPLE TRANSFERRAL OF THE PARENT PARCEL NOR ANY PORTION OR
PORTIONS THEREOF. BOUNDARY INFORMATION SHOWN HEREON HAS BEEN COMPILED
FROM TAX MAPS AND DEED DESCRIPTIONS ONLY. NO BOUNDARY SURVEY OF THE
PARENT PARCEL WAS PERFORMED.
THIS DRAWING DOES NOT REPRESENT A BOUNDARY SURVEY.
THE FIELD DATA UPON WHICH THIS SPECIFIC PURPOSE SURVEY IS BASED HAS A
CLOSURE PRECISION OF ONE FOOT IN 20,000+ FEET AND AN ANGULAR ERROR OF 5.0"
PER ANGLE POINT AND WAS ADJUSTED USING LEAST SQUARES.
EQUIPMENT USED FOR ANGULAR & LINEAR MEASUREMENTS: LEICA TPS 1200 ROBOTIC
& GEOMAX ZENITH 35. [DATE OF LAST FIELD VISIT: 02/18/2019]
THE 1' CONTOURS AND SPOT ELEVATIONS SHOWN ON THIS SPECIFIC PURPOSE SURVEY
ARE ADJUSTED TO NAVD 88 DATUM (COMPUTED USING GEOID 12B) AND HAVE A
VERTICAL ACCURACY OF t 0.5'. CONTOURS OUTSIDE THE IMMEDIATE SITE AREA ARE
APPROXIMATE.
BEARINGS SHOWN ON THIS SPECIFIC PURPOSE SURVEY ARE BASED ON NC GRID NORTH
(NAD 83) NORTH CAROLINA ZONE.
NO PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD AREA AS PER F.I.R.M.
COMMUNITY PANEL NO. 3710789600J DATED 6/18/2007.
NO WETLAND AREAS HAVE BEEN INVESTIGATED BY THIS SPECIFIC PURPOSE SURVEY.
ALL ZONING INFORMATION SHOULD BE VERIFIED WITH THE PROPER ZONING OFFICIALS.
ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ABOVE GROUND
FIELD SURVEY INFORMATION. THE SURVEYOR MAKES NO GUARANTEES THAT ANY
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT ANY
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE
SURVEYOR HAS NOT PHYSICALLY LOCATED ANY UNDERGROUND UTILITIES.
I HEREBY CERTIFY THAT THIS NAP IS CORRECT AND WAS DRAWN UNDER MY DIRECT SUPERVISION.
ANY VISIBLE ENCROACHMENTS ARE SHOWN HEREON.
DATE: APRIL 20, 2020
G. DARRELL TAYLOR, NORTH CAROLINA PROFESS']L LAND SURVEYOR #L-3729
POINT TO POINT LAND SURVEYORS, INC.
THIS MAP IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR
COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS. THIS MAP IS ONLY INTENDED FOR THE
PARTIES AND PURPOSES SHOWN. THIS MAP IS NOT FOR RECORDATION.
60 0
120 240
GRAPHIC SCALE IN FEET
SCALE: 1" = 120'
SURVEY NOT VALID WITHOUT SHEET 2 AND 3
NO.
DATE
REVISION
4
5
05/14/2020
02/08/2020
SITE NAME - DMM
UTIL/LAND ESMT. -DMM
6
05/28/2021
LEASE AREA - DMM
7
6/2/2021
CLIENT COMMENTS
SPECIFIC PURPOSE SURVEY PREPARED FOR:
PrA
MOUNTAIN, LTD.
1135 KILDAIRE FARM ROAD, SUITE 327
CARY, NC 27511
NCC019
JEFFERSON TOWNSHIP
GUILFORD COUNTY, NORTH CAROLINA
DRAWN BY: JHC
CHECKED BY: JKL
APPROVED: D. MILLER
DATE: MARCH 18, 2019
P2P JOB #: 190666NC
SHEET:
1
OF 3
E:'Dropbox (Point To PointN'2P Current Jobs \2019\190666NC-174173\190666NC.pro

N/F
CHARLOTTE FOGLEMAN
PARCEL ID: 115371
ZONED: AG -AGRICULTURAL
DB R 6723 PG 30
C/L 10' UTILITY
EASEMENT
RIGHTS TO BE ACQUIRED
S3128'09'W
215.52'
S76'02' 14'
130.00'
N 13°57'46'E
130.00'
S51 '43'22'E
65.08'
S2325'301W
15.21' (TIE)
LEGEND
BS BOTTOM SLOPE
C/L CENTERLINE
EG EDGE OF GRAVEL
EP EDGE OF PAVEMENT
GW GUYWIRE
IPF IRON PIN FOUND
N/F NOW OR FORMERLY
POB POINT OF BEGINNING
POC POINT OF COMMENCEMENT
R/W RIGHT OF WAY
RCP REINFORCED CONCRETE PIPE
RB REBAR
SD SIGHT DISTANCE
TBM TEMPORARY BENCHMARK
TS TOP SLOPE
UP UTILITY POLE
ti�
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725j
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7281
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RIGHTS TO BE ACQUIRED
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133
7731-
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TBM
ELEV: 738.9'
13°57'46V
130.00'
\ \ j
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130.00'
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41'4)
S29° 13'40'W
544.60'
GPS BASE
C/L 25' ACCESS
EASEMENT
RIGHTS TO BE ACQUIRED
PARENT PARCEL
N/F
LAWRENCE B. MAY
PARCEL ID: 115372
ZONED: AG -AGRICULTURAL
DB 2602 PG 384
50
0
N/F
DAVID W. &
SHIRLEY TATUM
PARCEL ID: 115373
ZONED: AG -AGRICULTURAL
N/A
SITE INFORMATION
LEASE AREA = 16,900 SQUARE FEET (0.3880 ACRES)
LATITUDE = 36°06'50.39" (NAD 83) (36.113997°)
LONGITUDE = -79°42'32.86" (NAD 83) (79.709128°)
AT CENTER OF LEASE AREA
ELEVATION AT CENTER OF LEASE AREA = 747.1' A.M.S.L.
IPF 3/5 RB
TITLE EXCEPTIONS
THIS SURVEY WAS COMPLETED WITH THE AID OF TITLE WORK PREPARED BY FIDELITY
NATIONAL TITLE INSURANCE COMPANY, COMMITMENT DATE OF MARCH 6, 2020, BEING
COMMITMENT NO. 31037499, FOR THE PARENT PARCEL, TO DETERMINE THE IMPACTS
OF EXISTING TITLE EXCEPTIONS.
SCHEDULE B, PART II
8. DEED OF TRUST FROM LAWRENCE B. MAY, GRANTOR(S), TO PHILIP E. GREER,
TRUSTEE(S), IN FAVOR OF STATE EMPLOYEES' CREDIT UNION, DATED OCTOBER 9,
2003, AND RECORDED NOVEMBER 25, 2003 IN DEED BOOK 5989, PAGE 2881, IN THE
ORIGINAL AMOUNT OF $99,000.00.
[THIS ITEM IS APPLICABLE TO THE PARENT PARCEL, LEASE AREA AND
ACCESS EASEMENT AND CONTAINS NO ADDITIONAL, PLOTTABLE ITEMS]
9. NOTICE OF PARTICIPATION IN VOLUNTARY AGRICULTURAL DISTRICT, DATED JANUARY
12, 2006 AND RECORDED JANUARY 20, 2006 IN DEED BOOK 6469, PAGE 1771.
[THIS ITEM IS APPLICABLE TO THE PARENT PARCEL BUT IS NOT PLOTTED HEREON BECAUSE
IT IS BLANKET IN NATURE]
100
200
GRAPHIC SCALE IN FEET
SCALE: 1" = 100'
NO.
DATE
REVISION
4
5
05/14/2020
02/08/2020
SITE NAME - DMM
UTIL/LAND ESMT. -DMM
6
05/28/2021
LEASE AREA - DMM
7
6/2/2021
CLIENT COMMENTS
SPECIFIC PURPOSE SURVEY PREPARED FOR:
MOUNTAIN, LTD.
1135 KILDAIRE FARM ROAD, SUITE 327
CARY, NC 27511
NCC019
JEFFERSON TOWNSHIP
GUILFORD COUNTY, NORTH CAROLINA
SURVEY NOT VALID WITHOUT SHEET 1 AND 3
DRAWN BY: JHC
CHECKED BY: JKL
APPROVED: D. MILLER
DATE: MARCH 18, 2019
P2P JOB #: 190666NC
SHEET:
2
OF 3
E:'Dropbox (Point To Point)T2P Current Jobs\2019\190666NC-174173\190666NC.pro

LEGAL DESCRIPTION SHEET
PARENT PARCEL
(PER FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. 31037499)
AN INTEREST IN LAND, SAID INTEREST BEING OVER A PORTION OF THE FOLLOWING DESCRIBED PARENT PARCEL:
THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING IN JEFFERSON TOWNSHIP, GUILFORD COUNTY,
NORTH CAROLINA, DESCRIBED AS FOLLOWS:
BEGINNING AT A STAKE IN THE SOUTHERN MARGIN OF N. C. STATE ROAD # 2825, (PRISON CAMP ROAD), IN E. A.
GOODWIN'S WEST LINE; RUNNING THENCE WITH GOODWIN'S WEST LINE SOUTH 29° 00' 20" WEST 446.75 FEET
TO AN EXISTING IRON PIN, GOODWIN'S SOUTHWEST CORNER AND C. A. KEELY'S NORTHWEST CORNER; THENCE
WITH KEELY'S WEST LINE SOUTH 32° 28' 55" WEST 576.11 FEET TO AN EXISTING IRON PIN, C. S. KEELY'S
NORTHEAST CORNER; THENCE ALONG C. S. KEELY'S LINE, NORTH 86° 54' 10" WEST 185.23 FEET; THENCE
ALONG KINLEY'S AND L.A. SAMPSON'S LINE NORTH 87° 10' 47" WEST 169.31 FEET TO AN EXISTING IRON;
THENCE A NEW DIVISION LINE NORTH 32° 30' 26" EAST 1125.93 FEET TO A NEW IRON PIN IN THE SOUTHERN
MARGIN OF STATE ROAD #2825; THENCE ALONG THE SOUTHERN MARGIN OF SAID ROAD SOUTH 69° 48' 55" EAST
190.0 FEET AND SOUTH 75° 09' 55" EAST 100.00 FEET TO THE POINT OF BEGINNING, CONTAINING 7.461
ACRES, MORE OR LESS, AS PER PLOT THEREOF PREPARED BY ROBERT E. WILSON, INC., LAND SURVEYOR, DATED
DECEMBER 9, 1971.
AND BEING THE SAME PROPERTY CONVEYED TO LAWRENCE B. MAY FROM FRED P. COOK AND BESSIE COOK BY
DEED DATED AUGUST 11, 1972 AND RECORDED AUGUST 22, 1972 IN DEED BOOK 2602, PAGE 384; AND
FURTHER CONVEYED TO JESSE MAY, LLC, (A NORTH CAROLINA LIMITED LIABILITY COMPANY) FROM LAWRENCE B.
MAY BY NORTH CAROLINA GENERAL WARRANTY DEED DATED AUGUST 21, 2019 AND RECORDED SEPTEMBER 6,
2019 IN DEED BOOK 8192, PAGE 1903.
TAX PARCEL NO. 115372
25' ACCESS EASEMENT
TOGETHER WITH A 25-FOOT WIDE ACCESS EASEMENT (LYING 12.5 FEET EACH SIDE OF CENTERLINE), LYING
AND BEING IN JEFFERSON TOWNSHIP, GUILFORD COUNTY, NORTH CAROLINA, AND BEING A PORTION OF THE
LANDS CONVEYED TO LAWRENCE B. MAY, AS RECORDED IN DEED BOOK 2602, PAGE 384, AND BEING
DESCRIBED BY THE FOLLOWING CENTERLINE DATA:
TO FIND THE POINT OF BEGINNING, COMMENCE AT A 3/8-INCH REBAR FOUND ON THE NORTHWEST CORNER OF
AFORESAID CONVEYANCE, AND ON THE SOUTH RIGHT-OF-WAY LINE OF CAMP BURTON ROAD (HAVING A 60-FOOT
PUBLIC RIGHT-OF-WAY), SAID REBAR HAVING A NORTH CAROLINA GRID NORTH, NAD83, VALUE OF
N=861889.7932, E=1790847.7425, THENCE RUNNING ALONG SAID RIGHT-OF-WAY LINE, SOUTH 71°54'47"
EAST, 25.95 FEET TO A POINT, SAID POINT HAVING A NORTH CAROLINA GRID NORTH, NAD83, VALUE OF
N=861881.7362, E=1790872.4121 AND THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT-OF-WAY
LINE AND RUNNING, SOUTH 29°13'40" WEST, 544.60 FEET TO A POINT; THENCE, SOUTH 31°28' 09" WEST,
215.52 FEET TO A POINT; THENCE, SOUTH 13°57'46" WEST, 115.00 FEET TO THE ENDING AT A POINT.
BEARINGS ARE BASED ON A NORTH CAROLINA GRID NORTH, NAD83.
LEASE AREA
ALL THAT TRACT OR PARCEL OF LAND LYING AND BEING IN JEFFERSON TOWNSHIP, GUILFORD COUNTY,
NORTH CAROLINA, AND BEING A PORTION OF THE LANDS CONVEYED TO LAWRENCE B. MAY, AS RECORDED
IN DEED BOOK 2602, PAGE 384, AND BEING DESCRIBED AS FOLLOWS:
TO FIND THE POINT OF BEGINNING, COMMENCE AT A 3/8-INCH REBAR FOUND ON THE NORTHWEST CORNER
OF AFORESAID CONVEYANCE, AND ON THE SOUTH RIGHT-OF-WAY LINE OF CAMP BURTON ROAD (HAVING A
60-FOOT PUBLIC RIGHT-OF-WAY), SAID REBAR HAVING A NORTH CAROLINA GRID NORTH, NAD83, VALUE OF
N=861889.7932, E=1790847.7425, THENCE RUNNING ALONG SAID RIGHT-OF-WAY LINE, SOUTH 71°54'47"
EAST, 25.95 FEET TO A POINT, SAID POINT HAVING A NORTH CAROLINA GRID NORTH, NAD83, VALUE OF
N=861881.7362, E=1790872.4121; THENCE LEAVING SAID RIGHT-OF-WAY LINE AND RUNNING, SOUTH
29°13'40" WEST, 544.60 FEET TO A POINT; THENCE, SOUTH 31°28'09" WEST, 215.52 FEET TO A POINT;
THENCE, SOUTH 13°57'46" WEST, 115.00 FEET TO A POINT; THENCE, SOUTH 23°25'30" WEST, 15.21 FEET
TO A POINT AND THE TRUE POINT OF BEGINNING; THENCE RUNNING, NORTH 13°57'46" EAST, 130.00 FEET
TO A POINT; THENCE, SOUTH 76°02'14" EAST, 130.00 FEET TO A POINT; THENCE, SOUTH 13°57'46" WEST,
130.00 FEET TO A POINT; THENCE, NORTH 76°02'14" WEST, 130.00 FEET TO A POINT AND THE POINT OF
BEGINNING.
BEARINGS ARE BASED ON A NORTH CAROLINA GRID NORTH, NAD83.
SAID TRACT CONTAINS 0.3880 ACRES (16,900 SQUARE FEET), MORE OR LESS.
10' UTILITY EASEMENT
TOGETHER WITH A 10-FOOT WIDE ACCESS EASEMENT (LYING 5 FEET EACH SIDE OF CENTERLINE), LYING
AND BEING IN JEFFERSON TOWNSHIP, GUILFORD COUNTY, NORTH CAROLINA, AND BEING A PORTION OF
THE LANDS CONVEYED TO LAWRENCE B. MAY, AS RECORDED IN DEED BOOK 2602, PAGE 384, AND
BEING DESCRIBED BY THE FOLLOWING CENTERLINE DATA:
TO FIND THE POINT OF BEGINNING, COMMENCE AT A 3/8-INCH REBAR FOUND ON THE NORTHWEST
CORNER OF AFORESAID CONVEYANCE, AND ON THE SOUTH RIGHT-OF-WAY LINE OF CAMP BURTON ROAD
(HAVING A 60-FOOT PUBLIC RIGHT-OF-WAY), SAID REBAR HAVING A NORTH CAROLINA GRID NORTH,
NAD83, VALUE OF N=861889.7932, E=1790847.7425, THENCE RUNNING ALONG SAID RIGHT-OF-WAY
LINE, SOUTH 71°54'47" EAST, 5.12 FEET TO A POINT, SAID POINT HAVING A NORTH CAROLINA GRID
NORTH, NAD83, VALUE OF N=861888.2039, E=1790852.6087 AND THE TRUE POINT OF BEGINNING;
THENCE LEAVING SAID RIGHT-OF-WAY LINE AND RUNNING, SOUTH 30°28'23" WEST, 824.27 FEET TO A
POINT; THENCE, SOUTH 51°43'22" EAST, 65.08 FEET TO AN ENDING POINT ON THE LEASE AREA.
BEARINGS ARE BASED ON A NORTH CAROLINA GRID NORTH, NAD83.
NO.
DATE
REVISION
4
5
05/14/2020
02/08/2020
SITE NAME - DMM
UTIL/LAND ESMT. -DMM
6
05/28/2021
LEASE AREA - DMM
7
6/2/2021
CLIENT COMMENTS
SPECIFIC PURPOSE SURVEY PREPARED FOR:
fin
MOUNTAIN, LTD_
1135 KILDAIRE FARM ROAD, SUITE 327
CARY, NC 27511
NCC019
JEFFERSON TOWNSHIP
GUILFORD COUNTY, NORTH CAROLINA
[SURVEY NOT VALID WITHOUT SHEES 1 AND 2
DRAWN BY: JHC
CHECKED BY: JKL
APPROVED: D. MILLER
DATE: MARCH 18, 2019
P2P JOB #: 190666NC
SHEET:
OF 3
E:\Drophox (Point To Point)\P2P Current Jobs \2019\190666NC-174-173\190666NC.pro

User: mspeedie
dwg — Sheet:C
132151_NCC019_CD
N/F
CHARLOTTE FOGLEMAN
PARCEL ID: 115371 ZONED:
AG —AGRICULTURAL
DB R 6723 PG 30
SITE GEOMETRY:
LINE
L1
L2
L3
L4
L5
L6
L7
BEARING
S29°13'40"W
S31°28'93"W
S13°57'46"W
S76°02' 14"E
S13°57'46"W
N76°02' 14"W
N 13°57'46"E
DISTANCE (FT)
544.60
215.52
115.00
130.00
130.00
130.00
130.00
PROPOSED 50' x 50'
FENCED GRAVEL COMPOUND
L3
PROPOSED 130' x 130'
LEASE PARCEL
N/F
WILLIAM C. & ALICE E.
FLYTHE
PARCEL ID: 115364
ZONED: RS-30
DB 3486 PG 739
CARC
& F
PA
DB
WETLAND LIMITS
EXISTING 12" RCP
L6
PARENT TRACT
N/F
LYN E. SMITH— ERR
RED RICHARD K RR
RCEL ID: 11535
ZONED: RS-30
R 7908 PG 10 8
L2
+I
co
N
EXISTING RCP
PROPOSED 10' WIDE
UTILITY EASEMENT
PROPOSED 14' WIDE
GRAVEL ACCESS ROAD
N/F
KERI EMORY WHITE
PARCEL ID: 115369
ZONED: RS-30
DB R 7850 PG 186
N/F
SHERRY E. CASEY
PARCEL ID: 115356
ZONED: RS-30
DB 4907 PG 1711
PAR Air cry
T pAp
PROPOSED 25' WIDE
INGRESS/EGRESS
EASEMENT
PARENT PARCEL
N/F
LAWRENCE B. MAY
PARCEL ID: 115372 ZONED:
AG —AGRICULTURAL
DB 2602 PC 384
EXIST. STREAM
N/F
DAVID W. & SHIRLEY TATUM
PARCEL ID: 115373
ZONED.: AG —AGRICULTURAL
N/A
N/F
THE CITY OF GREEN•SBORO
PARCEL ID: 217968
ZONED: PI —UNKNOWN
DB R 8059 PG 2437
0
OVERALL SITE PLAN
SCALE:
0'
NOTES:
CENTER OF TOWER:
LATITUDE: NORTH 36°06'50.39" (36.113997) NAD 83
LONGITUDE: WEST-79°42'32.86" (-79.709128) NAD 83
GROUND ELEVATION @ 747.1' A.M.S.L.
1. THE PERPENDICULAR DISTANCES FROM THE CENTER OF
PROPOSED TOWER TO PARENT TRACT BOUNDARY LINE WERE
ESTABLISHED FROM ACTUAL FIELD MEASUREMENTS AND
OBSERVATIONS PERFORMED BY POINT TO POINT LAND
SURVEYORS 2/18/2019. AND ARE AS FOLLOWS:
NORTH:
SOUTH:
EAST:
WEST:
804.3'±
228.6'±
197.4'±
111.8'±
2. EXISTING FEATURES SHOWN ARE BASED ON FIELD SURVEY
BY POINT TO POINT LAND SURVEYORS PERFORMED ON
2/18/2019. REFER TO THIS SURVEY FOR ADDITIONAL
BOUNDARY INFORMATION.
FLOOD ZONE NOTE:
NO PORTION OF THIS PROPERTY IS LOCATED IN A
SPECIAL FLOOD AREA AS PER F.I.R.M. COMMUNITY
PANEL NO. 3710789600J DATED 6/18/2007.
60'
120'
180'
1"=120'
240'
CALL NORTH CAROLINA ONE CALL �(
[phone]
CALL 3 WORKING DAYS
BEFORE YOU DIG!
=IF B+T GRP
C ITYS TCI—!
MOUNTAIN ISM
MOUNTAIN LTD, WIRELES
FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
z
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V
0
17-1
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
eeb � nr15/�1
eeN 7
u .6
IT IS A 1OtATION OF LAW ANY PERSON. UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
OVERALL PARCEL
PLAN
SHEET NUMBER:
c-o
CASE # 20-08-GCCP-05794

132151_NCC019_CD
DRAINAGE NARRATIVE:
THE PROPOSED SITE DISTURBANCE FOR THIS CELL TOWER SITE
INCLUDES A 808' ONSITE ACCESS ROAD AND TURNAROUND, A
50'X50' NON —VEHICULAR GRAVEL COMPOUND, AND THE LANDSCAPE
AREA SURROUNDING THE 50' X 50' GRAVEL COMPOUND. THE TOTAL
PROPOSED DISTURBED AREA IS 40,487.52 SF (0.929 AC). THE
TOTAL PROPOSED DISTURBANCE AREA IS LESS THAN 1 ACRE. A
GRADING PERMIT IS NOT REQUIRED.
THIS AREA IS CURRENTLY UNDEVELOPED.
THE PRE —DEVELOPMENT FLOW RATE IS BASED ON THE RATIONAL
METHOD (Q=CiA), C=0.35, i=0.304 IN/HR, A=7.47 AC FOR A
100—YR 24—HR DESIGN STORM PER NOAA ATLAS 14 POINT
PRECIPITATION DATA.
THE POST —DEVELOPMENT FLOW RATE IS CALCULATED USING THE
RATIONAL METHOD WITH A WEIGHTED 'C' VALUE OF 0.38.
THE PRE —DEVELOPMENT IMPERVIOUS COVER HAS BEEN TREATED AS
0 SF AND THE POST DEVELOPMENT IMPERVIOUS COVER IS 16,455.34
SF. THE PARENT PARCEL IS 325,257.31 SF. THE PROPOSED POST
DEVELOPMENT IMPERVIOUS COVER IS 5.1%
Qpre = 0.795 CFS
Qpost = 0.863 CFS
THE PROPOSED DEVELOPMENT WILL RESULT IN AN INCREASE IN
STORMWATER RUNOFF OF 0.068 CFS.
WATERSHED INFORMATION:
NORTH BUFFALO CREEK
THE NORTH BUFFALO CREEK SUBWATERSHED (HUC12:
030300020105) IS IN THE REEDY FORK WATERSHED
(HUC10:0303000201) WITHIN THE HAW RIVER SUBBASIN
(HUC8: 030300002) WHICH IS A PART OF THE CAPE FEAR
RIVER BASIN (HUC6: 030300).
NOTE:
ACCESS DRIVE SHALL CONSIST OF AN
"ALL- WEATHER" GRAVEL SURFACE.
PROPOSED 10' WIDE
UTILITY EASEMENT
N/F
CHARLOTTE FOGLEMAN
PARCEL ID: 115371 ZONED:
AG —AGRICULTURAL
DB R 6723 PC 30
WETLAND LIMITS
EXISTING 12" RCP
EXISTING TREE
LINE L2
PROPOSED 130' x 130'
LEASE PARCEL
PROPOSED 50' x 50'
FENCED GRAVEL COMPOUND
PROPOSED PARKING AND
TURNAROUND AREA
SITE GEOMETRY:
LINE
L1
L2
L3
L4
L5
L6
L7
BEARING
S29°13'40"W
S31°28'93"W
S13°57'46"W
S76°02' 14"E
S13°57'46"W
N76°02' 14"W
N13°57'46"E
DISTANCE (FT)
544.60
215.52
115.00
130.00
130.00
130.00
130.00
L3
L7
L6
PARENT TRACT
OVERALL SITE PLAN
SCALE:
0'
Culp 8, itoiv 6°' EAD
EXISTING RCP
EXISTING OVERHEAD
POWER
N/F
DAVID W. & SHIRLEY TATUM
PARCEL ID: 115373
ZONED: AG —AGRICULTURAL
N/A
PROPOSED 14' WIDE
GRAVEL ACCESS ROAD
PROPOSED 25' WIDE
INGRESS/EGRESS
EASEMENT
PARENT PARCEL
N/F
LAWRENCE B. MAY
PARCEL ID: 115372 ZONED:
AG —AGRICULTURAL
DB 2602 PG 384
WETLAND LIMITS
PROPOSED AT&T 240
SQ FT LEASE AREA
_PROPOSED 220' SELF
SUPPORT TOWER
50'
100'
150'
N/F
SHERRY E. CASEY
PARCEL ID: 115356
ZONED: RS-30
DB 4907 PG 1711
1 "=100'
200'
N/F
THE CITY OF GREENSBORO
PARCEL ID: 217968
ZONED: PI —UNKNOWN
DB R 8059 PG 2437
EXIST. STREAM
WETLAND TABLE:
STREAM LENGTH = 390' (PERENNIAL, WITHIN PARCEL)
STREAM WIDTH = 3' +/-
LENGTH OF STREAM IMPACTS 40' (CULVERT)
NOTES:
1. SEE LEGEND, SITE DATA, AND GENERAL NOTES ON SHEETS
GN-1.
2. TOWER LATITUDE, LONGITUDE & ELEVATION MEET FAA"1-A"
ACCURACY REQUIREMENTS.
3. PROPOSED SELF-SUPPORT TOWER.
CENTER OF TOWER:
LATITUDE: NORTH 36°06'50.39" (36.113997) NAD 83
LONGITUDE: WEST-79°42'32.86" (-79.709128) NAD 83
GROUND ELEVATION @ 747.1' A.M.S.L.
4. THE PERPENDICULAR DISTANCES FROM THE CENTER OF
PROPOSED TOWER TO PARENT TRACT BOUNDARY LINE WERE
ESTABLISHED FROM ACTUAL FIELD MEASUREMENTS AND
OBSERVATIONS PERFORMED BY POINT TO POINT LAND
SURVEYORS 2/18/2019. AND ARE AS FOLLOWS:
NORTH:
SOUTH:
EAST:
WEST:
804.3'±
228.6'±
197.4'±
111.8'±
5. EXISTING FEATURES SHOWN ARE BASED ON FIELD SURVEY
BY POINT TO POINT LAND SURVEYORS PERFORMED ON
2/18/2019.
6. THIS PLAN IS NOT A BOUNDARY SURVEY. PROPERTY
BOUNDARY INFORMATION SHOWN IS FOR REFERENCE ONLY.
POINT TO POINT LAND SURVEYORS DID NOT VERIFY
BOUNDARY AS PART OF THIS SURVEY. DEED BEARING AND
DISTANCE IN PARENTHESIS.
7. NO WETLANDS INVESTIGATION WAS PERFORMED AS PART
OF THIS SURVEY.
8. NO INVESTIGATION OF THE PRESENCE OF HAZARDOUS
MATERIALS WAS PERFORMED AS A PART OF THIS SURVEY.
9. UTILITIES SHOWN PER FIELD LOCATIONS FROM ABOVE
GROUND INSPECTION OF THE SITE AND UTILITY MARK -OUTS IN
THE FIELD. UTILITIES THAT EXIST MAY NOT BE SHOWN.
10. CONTRACTOR TO VERIFY POWER & TELCO DEMARCS WITH
UTILITY PROVIDERS PRIOR TO BIDDING PROJECT.
11. NO WATER, WASTEWATER, OR SEPTIC UTILITIES ARE
REQUIRED FOR THIS DEVELOPMENT.
12. THE TOWER SHALL BE DESIGNED TO SUPPORT AT LEAST 6
ANTENNA ARRAYS.
FLOOD ZONE NOTE:
NO PORTION OF THIS PROPERTY IS LOCATED IN A
SPECIAL FLOOD AREA AS PER F.I.R.M. COMMUNITY
PANEL NO. 3710789600J DATED 6/18/2007.
CALL NORTH CAROLINA ONE CALL
skl
L-_;
[phone]
CALL 3 WORKING DAYS
BEFORE YOU DIG!
=IF B+T GRP
C ITYSWITCH
NIOUNTAINi LTD.
MOUNTAIN LTD, WIRELES
1
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FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
E.
Z
O
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
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IT IS A MOLAnON OF LAW FOrANY PERSON. UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
OVERALL SITE
PLAN
SHEET NUMBER:
c-1
CASE # 20-08-GCCP-05794

N
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E
132151_NCC019_CD (11).dwg — Sheet:C-2.1 —
PROPOSED 275 LF±
14' WIDE GRAVEL
ACCESS ROAD
PROP. 10' UTILITY EASEMENT
FG=744.7
FG=745.2
FG= 47 1
FG=747.6
\ /
12' DOUBLE
SWING GATE
FG=749.0
FG=748.4
FG=748.6
FG=749.0
PROPOSED
H-FRAME
PROPOSED 220' SELF
SUPPORT TOWER.
PROPOSED 50' x 50'
FENCED COMPOUND
\ \ .
PROPOSED 130' x 130' \�
LEASE AREA
11
it LA N
ll
MAT CHINE A (807TO
RIGH7)
/
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\ PROPOSED 25 WIDE
\ INGRESS/EGRESS
•
EASEMENT
PROP. UNDERGROUND
ELEC.
PROP. UNDERGROUND
TELCO
4E
PROPOSED AT&T 240
SQ. FT. LEASE AREA
TOC=747.48
A
FG=742.4
\
0
NOTES:
ACCESS DRIVE SHALL CONSIST OF AN
"ALL- WEATHER" GRAVEL SURFACE.
REFER TO SHEET E-2 FOR CARRIER
GROUND EQUIPMENT INFORMATION.
LEGEND
FG=745.9
INDICATES EXISTING
CONTOUR
INDICATES FINISHED
GRADE ELEVATION
WETLAND LIMITS
PROPOSED SILT
FENCE (TYP)
TOTAL 230 LF±
WETLAND LIMITS
THE CONTRACTOR SHALL VISIT THE
SITE BEFORE BIDDING ON THE WORK
CONTAINED WITHIN THIS DESIGN
PACKAGE. DISCREPANCIES AND
OMISSIONS SHALL BE BROUGHT TO
THE ENGINEER'S ATTENTION PRIOR
TO BIDDING.
M4»'c
S1'/T y41/yF
PROP. 10' UTILITY EASEMENT / //
PROPOSED 380 LF± 14'
WIDE GRAVEL ACCESS
ROAD
PROP. UNDERGROUND
E-1
ELEC.
O
PROP. UNDERGROUND
TELCO
REMOVE 26'
EXISTING 12" RCP
411 TEMPORARY OUTLET
NIF PROTECTION
PROPOSED IMPROVEMENTS PLAN
SCALE:
0'
o////////////
//////////////////
20'
40'
60'
1"=40'
80'
MATCH
(Tpp LEFT) A
4/
/
/
/ 733
/
731
/
PROPOSED 25' WIDE
INGRESS/EGRESS
/ EASEMENT
/
/
/
INSTALL TEMPORARY
9.
ii ;)
INLET PROTECTION
INSTALL 40 L.F. 18" ADS N-12 S.D. PIPE WITH
END SECTIONS (OR APPROVED EQUAL) (SEE
DETAILS 1, 2 SHEET C-9.3)
FG=726.3
WETLAND LIMITS
CALL NORTH CAROLINA ONE CALL(
[phone]�
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BEFORE YOU DIG!
B+T GRP
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MOUNTAIN,, LTD.
MOUNTAIN LTD, WIRELES
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FA#10142260
Z
0
V
0
C7
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
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IT IS A VIOLATION OF LAW FOdANY PERSON. UNLESS
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PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT.
PROPOSED
IMPROVEMENTS PLAN
SHEET NUMBER:
C-2.1
CASE # 20-08-GCCP-05794

NOTE:
ACCESS DRIVE SHALL CONSIST OF AN
"ALL- WEATHER" GRAVEL SURFACE.
LEGEND
4/-1 FG=745.9
INDICATES EXISTING
CONTOUR
INDICATES FINISHED
GRADE ELEVATION
PROPOSED ELEC &
TELCO DEMARC
EXISTING OVERHEAD
POWER
PROP. 10' UTILITY EASEMENT
PROPOSED 205 LF±
14' WIDE GRAVEL
ACCESS ROAD
OPROP. UNDERGROUND
E-1
ELEC.
OPROP. UNDERGROUND
E-1
TELCO
47,4
Stir 'Z1ti
car
,/ /
/
/ /
/ /
/
/
/
/
THE CONTRACTOR SHALL VISIT THE
SITE BEFORE BIDDING ON THE WORK
CONTAINED WITHIN THIS DESIGN
PACKAGE. DISCREPANCIES AND
OMISSIONS SHALL BE BROUGHT TO
THE ENGINEER'S ATTENTION PRIOR
TO BIDDING.
/
/l
/1
/
/
/
/
0
/
/
/
MATCH EX.
FG=735.8±
/
/
1-
/
EXISTING 8" RCP
MATCH EX.
FG=735.9±
/ PROPOSED
HANDHOLE
PROPOSED 25' WIDE
ACCESS & UTILITY
EASEMENT
PROPOSED IMPROVEMENTS PLAN
SCALE:
0'
20'
40'
60'
1"=40'
80'
CALL NORTH CAROLINA ONE CALL �C
[phone]
CALL 3 WORKING DAYS
BEFORE YOU DIG!
B+T GRP
C ITYSWIT C H
MOUNTAIN LTD, WIRELES
FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
Z
O
V
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C7
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
•
(y-
SEL
R IS A MOLATION OF LAW FOR ANY PERSON. UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
PROPOSED
IMPROVEMENTS PLAN
SHEET NUMBER:
C-2.2
CASE # 20-08-GCCP-05794

dwg — Sheet:C
132151_NCC019_CD
PROPOSED 10' WIDE
UTILITIES EASEMENT
PROPOSED 197 LF±
14' WIDE GRAVEL
ACCESS ROAD
SWING GATE
/
/
/
/
/
L
/
/
/
/
/
/
/
/
/
/
/
/
/
PROPOSED 25' WIDE
INGRESS/EGRESS
EASEMENT
PROPOSED PLATFORM/
/ CONCRETE PAD
/
PROPOSED 130' x 130'
LEASE AREA
COMPOUND DIMENSION PLAN
SCALE:
0'
10'
20'
30'
1 "=20'
40'
PROPOSED AT&T
240 SQ. FT. LEASE AREA
40,
THE CONTRACTOR SHALL VISIT THE
SITE BEFORE BIDDING ON THE WORK
CONTAINED WITHIN THIS DESIGN
PACKAGE. DISCREPANCIES AND
OMISSIONS SHALL BE BROUGHT TO
THE ENGINEER'S ATTENTION PRIOR
TO BIDDING.
CALL NORTH CAROLINA ONE CALL
[phone]ll
CALL 3 WORKING DAYS
BEFORE YOU DIG!
=IF B+T GRP
CITYS TCI-I
NIOUNTAINi LTD.
MOUNTAIN LTD, WIRELES
1
U
U
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FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
Z
O
V
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
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SE
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FOR ANY PERSON UNLESS
IT ISAVIOLATIVIOLATION OF LAW
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
COMPOUND
DIMENSION PLAN
SHEET NUMBER:
C-2.3
CASE # 20-08-GCCP-05794

User: mspeedie
dwg — Sheet:C
132151_NCC019_CD
.
.
1
I
D
i'•'
"
ri
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7'-0'
0
REAR ELEVATION
SCALE: N.T.S.
0
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RIGHT ELEVATION
SCALE: N.T.S.
•
0
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0
6'-8"
LEFT ELEVATION
3/C-3
SCALE: N.T.S.
Oil
0
•
•
•
FRONT ELEVATION
SCALE: N.T.S.
1/C-3
4/C-3
GENERAL STRUCTURAL NOTES:
1. CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE
WITH LATEST EDITION OF THE ACI CODE. SEE SHT C-9.1
FOR CONCRETE PAD DETAILS.
2. REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE
WITH THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI)
-MANUAL OF STANDARD PRACTICE...
3. DESIGN SHALL BE PER LOCAL AND STATE BUILDING
CODES.
WHITE/BLUE BACKGROUND W/ BLACK
LETTERING
QUANTITY: (1)
SIZE: 9'x12'
(TO BE MOUNTED ON EQUIPMENT SHELTER
DOOR OR DOOR SIDE EXTERIOR WALL
ADJACENT TO COMPOUND ENTRY — SEE
NOTE 3)
SITE IDENTIFICATION SIGN
11 "x17 SCALE: NTS
24"x36" SCALTE: NTS
2/C-3
=IF B+T GRP
C ITYSWIT C H
MOUNTAIN LTD, WIRELES
C
U
U
z
FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
0
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
r111...rier
fit.. i
‘,iES Ip�ti r
er,
IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT.
WALK-IN CABINET
DETAILS
SHEET NUMBER:
C-3
CASE # 20-08-GCCP-05794

4.
— Sheet:G
_i1_NCC019_CD
SDC20 I 2.5L 20 kW - AC
INDUSTRIAL DIESEL GENERATOR SET
EPA Carolled Stationary Emergency
Shoddy Power R8INq
20 MAC. 60 Hs
Codes and Standards
Generic producl* ere desired M Pe folios/mg standards:
wrarr UL2200, UL508, UL142, U1489
LMJ NFPA 37. 70. 99, 110
ONEC700. 701. 702, 708
w
T1IP{o ISO 3048, 7637, 8528, 9001
11111911111011 NEMA ICSIO. MG1. 250. ICS6. A81
-_ _ _ ANSI C62,41
SDC20 2.5L I 20 kW - AC
INDUSTRIAL DIESEL GENERATOR SET
EPA Cerolied 5(a50nary Emergency
OPERATING DATA
OENERAC INDUSTRIAL
Model G007098.0 ISIeeh
Powering Ahead
For over 50 years. Generic has provided Innovative design and
50p0102 manufactured
Generic ensures supenor Wally by designing and
manufacturing most 0f its generator C01npOnenl$. including
rtemat0rs, enclosure( and base I9Ak5, e00e0) Sy5te61s and
CIXnm09Gai10n5 software
General gensets utaea a wale v046(13 Of ODOODnM. e011119N900ns
and arrangements, allowing us to meet the standby power needs
of practically every application.
Generic searched globally to ensure the most reliable engnes
power our generators. We choose only engines that have already
been proven in heari-duly adu5u9i 3pp1ic8e7ns under adverse
c0ncenons.
Genera[ is C60m8[ed 10 ensuing Our 61$-foes' sem0e
support continues alter der generator purchase
POWER RATINGS
525648948 120240 VAC 401 Op 20459
CrM Bear sat 1001
GENERAC INDusTRIAL
Mode( 0007098-0 15Iee1)
FUEL CONSUMPTION PATES'
DeeSel - 9M pVg
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25,
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SDC20 N 2.5L I 20 kW - AC
INDUSTRIAL DIESEL GENERATOR SET
EPA Certified SNoenary Emergency
STANDARD FEATURES
ENGINE SYSTEM
DI Due e.mmm
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ALTERNATOR SYSTEM
on WI1 a.
Venom Nana
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81.2 Map
AMOLIAIl0l0w9
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Ful Lead drably rammer
FardheThome SUM.
MERRIER SET
Su* Ste Sawa
wawa* GrweNm16w*Ain
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Sturm We SNw
1Ld1 IIOp Wrpped CANNA Pop
Wow flamed Nord Gewaa
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LwrOW FlcanTe0N19
12 arm SYNem 20111,61628.2.
256rm Follwp8 cabmen.
OENERAC' INDUSTRIAL I
Model G007096-0'Sleeh
ENCLOSURE
Sern*We Dens Atiess4k Floupn l41-00 poll
a4m Perommlee 0200-9600e0; larval
Cvlelroa00
512zc1 MlmW Laws
Sr* OW L4e1 Lock** MT Kry 6 PIOOCM
11100 Coe- . 0084e4 Redder Powder Cate
1566R1 Wind Rare
35' 5206 Rag
FUEL TANK
UL 142 tamer*
00022412416.402860100
F.M. Pms4re Te4y 15 pal
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Cheek Virg on 5.1622Lae
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510126e2 5601026060
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CONTRmLUSTEM
ROM H Lrrw PaM - Oval 4211
P,opameple Due UrrW
7-612 21690n200914 Earorm
5204421 Alonami Flopamlesk RC
RS-272485 Ccbrrueraemb
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• MY Nun Tote 6Lau nm
Reimnmre,Apbrlml Pow
M Pnvie 86 *AIM
80 Meade Cemm
06 Req.
Ca104.1e6002108
Ca*W Lear
rap9 Speed
Badly Wage
MODEL OPTIONS
Frequency
DaleTme ernNan (Ern L601
15009033.0P4 lw DAM
W4lr010040 a4Canrann
0o4431 mamma L1d0Pans
MP9Ww QW+q Lon
0600310 Nra4 30046
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1664110 Fey 1 ay L )PApoa05a36)
pmmestie Nam*, WMrp1. W Ewen
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Seabed games
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Sept Pon Grand Ger5C s
15 Dane, 0.06 L49609
0.2 8004 (460 Sped Due 109yny
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Menu
CONTROL SYSTEM ENCLOSURE
21 Lob Nrupem-Sloped Lam 101ado FW
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Ilataler
1.000 Run. Ory Gabler,
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realm 4 Ware tone and 0ale slmoee
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c Atannm Ercbtun
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Fuknsts*
SDC20 I 2.5L I 20 kW - AC
INDUSTRIAL DIESEL GENERATOR SET
EP,'atmnary Emergency
DIMENSIONS AND WEIGHTS'
Level Sound Mlenuallon Enclosure
Run Tee tors 01
WARN ripely 11 3920142,
LawMMr bratU 46236490
(121923914. 44226)
*PON are1M/ 2100 OM
Sowalew 11 PIA
mks
Emma, NAM.- Umbra Loose MA ro 400
120644
GENERAC INDUSTRIAL
Model G007098-0 ISteeP
• At 8e4saeme825 ale ammermee and b geesml 110110620 nee
YOUR FACTORY RECOG120II1) GEREMC INDUSTRIAL 0E11E19
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SDC20 I 2.5L I 20 kW - AC
INDUSTRIAL DIESEL GENERATOR SET
EPA Carolled SlebeRary Emergency
APPLICATION AND ENGINEERING OAT/.
ENGINE SPECIFICATIONS
G019ri
MNa
rlaBM1
Coma ( Sy SUM,
Cml19 Sylam Type
OENERAC INDUSTRIAL
Model G0- Steslf
Feted 0e008401
EPA EyNom Conswnce
MWn Up
Type
Petlacertae - L Me N
Bee mm(n)
efiw•2140
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2511710
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65 (691
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GNAW. Faro
Fan 1Fm
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Fan Spree errel
Fan gamey • me, imp
Cal. flew Waage
30121
4319(12)
1006
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120
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133tIMY G100p
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656 GOA
35
12 4DC
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ALTERNATOR SPECIFICATIONS
59.,5 U:cc: Mae Ale POT 28-2114
Pd 4
Fed Typo
Rending
Ir0W.AR Class • Rear
Lawmon tins . 5010 N
SPAM
Dui Sealed
Cep*
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RATING DEFINITIONS
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GRP
C ITYSWIT C H
it .OU UTA.I N LTD.
MOUNTAIN LTD, WIRELES
FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
0
V
0
rry�y�
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
`1yeAElr..a1/ell ley
Ar
t� SC 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.
GENERATOR
DETAILS
SHEET NUMBER:
C-3.1
CASE # 20-08-GCCP-05794

132151_NCC019_CD
TOTAL STRUCTURE HEIGHT = 230' TO TOP OF LIGHTNING ROD
220' TO TOP OF TOWER
PROPOSED 10' LIGHTNING ROD
PROPOSED (2) DC POWER
CABLES, (1) FIBER TRUNK
PROPOSED AT&T
CARRIER GROUND
EQUIPMENT
I I
I I
I I
fi
I I
I I
I I
I
i
i
FLASHEAD
(SEE NOTE #3)
PROPOSED AT&T ANTENNA ARRAY
RAD CENTER=215'AGL
FUTURE ANTENNA ARRAY
RAD CENTER=205' AGL
FUTURE ANTENNA ARRAY
RAD CENTER=195'AGL
FUTURE ANTENNA ARRAY
RAD CENTER=185'AGL
FUTURE ANTENNA ARRAY
RAD CENTER=175'AGL
FUTURE ANTENNA ARRAY
RAD CENTER=165'AGL
FAA El -DUAL MEDIUM INTENSITY
7 STROBE NAVIGATIONAL HAZARD
LIGHTING SYSTEM (SEE NOTE 3)
NOTE:
THESE DRAWINGS ARE NOT INTENDED
TO REFLECT THE STRUCTURAL INTEGRITY
OF THE TOWER. THE PROPOSED
ANTENNAS AND TRANSMISSION LINES
SHOWN ARE REPRESENTATIVE IN NATURE
AND DO NOT REFLECT THE ACTUAL
CONFIGURATIONS REQUIRED. THE
CONTRACTOR SHALL REFER TO THE
STRUCTURAL ANALYSIS OF THIS TOWER
SITE FOR THE APPROVED LOCATION AND
CONFIGURATION OF ALL ANTENNAS AND
TRANSMISSION LINES. ALL ANTENNAS
MUST BE MOUNTED AND THE
TRANSMISSION LINES CONFIGURED IN
STRICT ACCORDANCE WITH THE
STRUCTURAL ANALYSIS.
STRUCTURAL ANALYSIS NOTES:
1. ANTENNA PLACEMENT WAS
DETERMINED WITHOUT VERIFICATION
OF STRUCTURAL ANALYSIS.
2. REFER TO STRUCTURAL ANALYSIS OR
STRUCTURAL LETTER FOR APPROVAL
OF ADDITIONAL NEW APPURTENANCES.
3. TOWER WILL BE PAINTED AND OR
LIGHTED IN ACCORDANCE WITH FM
AND LOCAL REGULATIONS.
CLIMBING LADDER W/ SAFETY CABLE
START 12' ABOVE FINISHED GRADE
PROPOSED TOWER ELEVATION
SCALE: N.T.S.
NOTES: CONTRACTOR TO REFER
TO THE STRUCTURAL DESIGN
REPORT PREPARED BY UNITI
TOWERS PRIOR TO CONSTRUCTION.
NOTE:
SEE ANTENNA AND RRH SCHEDULE
ON SHEET C-5.
MAX ANTENNAE PLATFORM WIDTH = 15'
TYPICAL ANTENNA MOUNTING PLAN
SCALE:
0' 1' 2'
4'
NEW AT&T DC6 SQUID MOUNTED TO
ANTENNA PIPE (TOTAL OF 3)
Ispo.
NEW AT&T ANTENNAS TO BE INSTALLED
(2 PER SECTOR. TOTAL OF 6)
NEW AT&T RRHS TO BE INSTALLED
(5 PER SECTOR. TOTAL OF 15)
10'
=IF B+T GRP
C ITYSWIT C H
MOUNTAIN LTD, WIRELES
1
U
U
z
FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
.O� Q' Eg �otiti / 0...
R IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
FT OWER ELEVATION
& ANTENNA
ORIENTATION
SHEET NUMBER:
C-4
CASE # 20-08-GCCP-05794

User: mspeedie
dwg — Sheet:C
132151_NCC019_CD
ANTENNA AND RRH SCHEDULE
SECTOR
ANTENNA MODEL
MECHANICAL
DOWN TILT
ELECTRICAL
DOWN TILT
TECHNOLOGY
AZIMUTH
ANTENNA
HEIGHT
RRH MODEL
SURGE
SUPPRESSION
CABLE
CABLE
LENGTHS
ALPHA
TPA-65R-BU8DA-K
0°
0/0
LTE 700
LTE WCS
p°
215'
(1) B5/B12 4449
(1) 4415 B30
(1) DC6 RAYCAP
1
() FIBER
(2) DC
FIBER
265'
DC
265'
NNH4-65C-R6
0°
0/2
LTE 700
LTE AWS
LTE 1900
0°
215'
(1) B14 4478
(1) 4415 B25 (1) 4426 B66
BETA
TPA-65R-BU8DA-K
0°
0/0
LTE 700
LTE WCS
120°
215'
(1) B5/B12 4449
(1) 4415 B30
(1) DC6 RAYCAP
(1) FIBER
(1) DC
FIBER
265'
DC
265'
NNH4-65C-R6
0°
0/2
LTE 700
LTE AWS
LTE 1900
120°
215'
(1) B14 4478
(1) 4415 B25 (1) 4426 B66
GAMMA
TPA-65R-BU8DA-K
0°
0/0
LTE 700
LTE WCS
240°
215'
(1) B5/B12 4449
(1) 4415 B30
(1) DC6 RAYCAP
(1)FIBER
(2) DC
FIBER
265'
DC
26655 '
NNH4-65C-R6
0°
0/2
LTE 700
LTE AWS
LTE 1900
240°
215'
(1) B14 4478
(1) 4415 B25 (1) 4426 B66
0
ANTENNA CONFIGURATION
SCALE: --
BEFORE INSTALLING ANY
EQUIPMENT, CONTRACTOR MUST
CHECK WITH PROJECT MANAGER
AND RF ENGINEER FOR MOST
RECENT RF CONFIGURATION
SHEET.
=IF B+T GRP
C ITYSWIT C H
MOUNTAIN LTD, WIRELES
1
U
H
FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
0
C7
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
r111...IV
`t%.'fff
• - Q' `ES 1otiti / :
SE'
C / • q
r.
/ ,
IT IS A 1OLA
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
'4'4,, • �lT�N►�r 5/0'
TON OF LAW FOR ANY PERSON UNLESS
ANTENNA
CONFIGURATION
SHEET NUMBER:
C-5
CASE # 20-08-GCCP-05794

User: mspeedie
dwg — Sheet:C
132151_NCC019_CD
0
ANTENNA WEIGHT:
87.5 LBS
PLAN _
co.
rn
ELEVATION
TPA-65R-BU8DA-K ANTENNA DETAILS
SCALE: N.T.S.
0
19.6"
ANTENNA WEIGHT:
87.3 LBS
PLAN _
co.
ELEVATION
NNH4-65C-R6 ANTENNA DETAILS
SCALE: N.T.S.
RRH
WIDTH
DEPTH
HEIGHT W/0 CABLE
MANAGEMENT COVER
WEIGHT
W/0 BRACKET
B5/B12 4449
15"
8.1"
15"
70.3 LBS
B30 4415
12.05"
5.51"
13.25"
34.17 LBS
B14 4478
23"
6.3"
12.6"
53 LBS
B25 4415
11.97"
7.18"
21.2"
52.9 LBS
B66 4426
12.1 "
7"
27.2"
53 LBS
NOTE:
DIMENSIONS INCLUDE SOLAR SHIELD BUT NOT MOUNTING BRACKET.
REMOTE RADIO HEAD (RRH)
SCALE: N.T.S.
WIDTH
■
1—
w
RAYCAP SUPPLIED
MOUNTING BRACKETS
RAYCAP DC6
OVER VOLTAGE
PROTECTOR WITH
DOME COVER
DOME SECURING
BAND
CLIP FOR ATTACHING
DC6 (OVP) TO BASE
ASSEMBLY (TYP)
RAYCAP SUPPLIED
BASE ASSEMBLY
POWER CABLE
INGRESS PORTS
CABLE TIE BAR
RAYCAP DC6-48-60-18-8C (SQUID)
SCALE: N.T.S.
=IF B+T GRP
C ITYSWIT C H
MOUNTAIN LTD, WIRELES
FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
Z
O
V
0
17-1
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
. Q �
sti>e It • ��``,```�
IT IS A WOLATION OF LAW FOR ANY PERSON. UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT.
RRH, ANTENNA &
EQUIPMENT
SPECIFICATIONS
SHEET NUMBER:
C-6
CASE # 20-08-GCCP-05794

E
D
dwg — Sheet:C
151_NCC019_CD
ALSG 2
i npo rta nt Note :
Fa' demiled redo toanion. WON rekr to the latest 4T4R Antenna f R.Krho
PortCcionectlen Mild Mo*.(I1F-HW.201b294) and the 47 W ri rtg PN3yhook
MOMS
x x
x x
x it
X )
x at
PC•7JAWOSMCW
,. x X
X x
XIX
u x
x x
x
X
X
X
x
X
X
X
X
F11170RVS
Dc,F ber
arCa0on 5a
IB M
HEM
0
RF PLUMBING DIAGRAM
SCALE: N.T.S.
PROVIDED BY AT&T
B+T GRP
C ITYSWIT C H
MOUNTAIN LTD, WIRELES
FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
z
O
V
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
:�•,pQ. Q� j Es rotiiNC
ti>e~ooioouor �lT00000 oo
FOR ANY PERSON UNLESS
IT ISA VRMATON OF LAW
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT.
RF PLUMBING
DIAGRAM
SHEET NUMBER:
C-7
CASE # 20-08-GCCP-05794

User: mspeedie
132151_NCC019_CD
GENERATOR NOTES;
1. CONTRACTOR SHALL COORDINATE
INCOMING SERVICES WITH LOCAL
UTILITIES PRIOR TO TRENCHING.
2. ALL CONDUCTORS SHALL BE COPPER, 75
DEGREES C RATED, AND CONDUCTOR
INSULATION SHALL BE THWN OR THHN.
3. ALL TERMINATIONS SHALL BE LISTED AND
IDENTIFIED FOR USE WITH 75C RATED
CONDUCTORS OPERATING AT 75C.
4. GROUND FAULT PROTECTION REQUIRED
FOR UT1Lf1Y RECEPTACLES.
5. SERVICE NEUTRAL SHALL BE GROUNDED
AT ONE LOCATION ONLY.
8. WHITE/NEUTRAL. GREEN/GROUND SHALL
BE MAINTAINED THROUGHOUT THE SITE
ELECTRICAL SYSTEM (TAPE WILL NOT BE
ACCEPTABLE)
7. EQUIPMENT LOCATED OUTSIDE OR
EXPOSED TO MOISTURE SHALL BE NEMA
3R RATED
8. CONTRACTOR SWILL USE SCHEDULE 80
PVC CONDUIT THROUGHOUT, UNLESS
OTHERWISE NOTED.
9. ALL NEWLY INSTALLED EQUIPMENT SHALL
BE RATED AT 10K A/C MINIMUM. HIGHER
RATINGS SHALL BE REQUIRED WHERE
AVAILABLE FAULT CURRENT EXCEEDS
THIS VALUE EXACT FAULT CURRENT
AVAILABLE SHALL BE COORDINATED WITH
LOCAL UTILITY BASED ON EXACT
CONDITIONS (TRANSFORMER SIZE,
PERCENT IMPEDANCE, LENGTH OF
CONDUCTORS, ETC.)
10. ELECTRICAL CONTRACTOR TO VERIFY
ADDITIONAL/PROPOSED LOADING DOES
NOT EXCEED SYSTEM CAPACITY. PLEASE
NOTIFY AT&T WITH ANY DISCREPANCIES.
0
EXISTING INCOMING
TELCO SERVICE
FROM LOCAL
DEMARCATION POINT
NOTES BY SYMBOL
OEXISTING UTILITIES AND EQUIPIAEN�POWER PLANT CABINET IS
IN PLACE SHOULD BE USED TO ‘T.1 MANUFACTURED BY EMERSON AND
FEED NEW CABINETS INDICATED. CSA/UL RATED. ILL_ ITEMS SHOWN
WITHIN CABINET ARE PROVIDED WIl
®UNIVERSAL POWER CABINET (UPC) THE CABINET ARE PROVIDED WITH
IS SERVICE ENTRANCE RATED, THE CABINET AND ARE SHOWN FO
MEETING UL 67 AND UL 50. ALL REFERENCE ONLY UNLESS NOTED
ITEMS SHOWN WITHIN CABINET ARE OTHERWISE. PROVIDE THE
PROVIDED WITH THE CABINET AND CONNECTIONS INDICATED. OBTAIN
ARE SHOWN FOR REFERENCE ONLY POWER CABINET DRAWING FOR
UNLESS NOTED OTHERWISE. PROVIDE ADDITIONAL INFORMATION.
THE CONNECTIONS INDICATED.
OBTAIN POWER CABINET DRAWING$/1THE CONTRACTOR SHALL REFER R
FOR ADDITIONAL INFORMATION. THE FLX16 LTE CABINET AND
OTHE CONTRACTOR SHALL FURNISH EQUIPMENT INSTALLATION MANUALS,
THEAND INSTALL A 1 2 POLE SPECIFICATIONS. AND AT&T LTE
BREAKER WITHIN ETHETH EXISTING UPC CONSTRUCTIONS GUIDELINES FOR
ITI
TO FEED THE PROPOSED NECSARL INFORMATION NOT
DISTRIBUTION PANEL "SUBPANEL". TDRILY INCLUDED WITHIN
TYPE AN AIC RATING OF BREAKER THESEHESE DRAWINGS.
SHALL MATCH EXISTING (SQ D Q(t)THE CONTRACTOR SHALL REFER TO
WHERE NO SPACE IS AVAILABLE, EQUIPMENT DRAWINGS AND
CONSOLIDATE RECEPTACLE CIRCUITS SPECIFICATIONS FOR CONTROL AND
AND PROVIDE MINI —TWIN BREAKER ALARM WIRING. INTERIOR ALARMS
TO CREATE SPACE. (IF REQUIRED) ARE PRE —WIRED.
4 PROVIDE AND INSTALL 24VDC TO OWHERE REQUIRED, PROVIDE
—48VDC CONVERTERS WITH 9 POWER, ALARM, AND FIBER
DISTRIBUTION BOARD WITHIN CONNECTIONS TO THE 6601 AS
EXISTING AUX II CABINET. INDICATED. COORDINATE WITH AT&T
OCONTRACTOR SHALL PROVIDE ALL CONSTRUCTION MANAGER.
AC CIRCUIT BREAKERS REQUIRED ZAN SIAD'S SHALL BE FED FROM THE 2
FEED AT&T EQUIPMENT. DC CIRC CABINET THEY ARE LOCATED WITHIN
BREAKERS SHALL BE PROVIDED BY (UPC OR LIE)
AT&T. CONTRACTOR SHALL LABEL
ALL CIRCUIT BREAKERS WITH
RESPECT TO WHAT THEY FEED.
0
EXISTING INCOMING
POWER SERVICE
FROM LOCAL
DEMARCATION POINT
TELCO
I PLYWOOD TELCO I
BOARD
I FURNISHED WITH I
POWER CABINET
4 —I POWER
L_J
I 1)� I
I L22w2PI
[ — J SMGB
GROUND
RING
CO
EXISTING
125A SUBPANEL
1 1 125A MLO
[20A
20A _ J
20A
20A
u
UNIVERSAL 2
POWER CABINET O
(UPC)
1
C2 AWG
GROUND
RING
CU AWG—y_
GROUND
L RING
L
MARK
CONDUIT
CABLE
REVARK5
QTY.
SIZE
QTY.
SIZE
GROUND SIZE
0
1 SCH 80
2'
3
ill
/6
AC POWER FROM UPC TO SUBPANEL (ASSUMED SIZE)
2
H O(QUAMY
1 SCH 80
1-1/2'
6
#8
AC POWER FROM SUBPANEL TO POWER PLANT (POWER FOR RECTIFIERS)
OF CONDUCTORS INDICATED IS PER BREAKER)
I ®
1 SCH 80
1'
3
112
#12
PC POWER FROM SUBPANEL TO ANCILLARY EQUIPMENT IN POWER PLANT
0
1
2'
BELDN CABLES
ALARM CONTROL FROM POWER PLANT TO FLX16
®
1
2'
FIBER 18—PAIR (FB—L988—A0213—)XX)
FIBER FROM UPC TO FLX16, SWEEPING BENDS
6
1
2'
BELDN CABLES
ALARM CONTROL FROM UPC TO FLX16
7
1
2'
1
12
/2
DC POWER FROM POWER PLANT TO LTE PDB
0
1
2'
12
#8
j8
DC POWER FROM POWER PLANT TO DC-6 SURGE SUPPRESSOR
0
--
--
3
FIBER 18—PAIR (FB—L98B-034)
FIBER FROM FLX16 TO RRUs, SWEEPING BENDS
m'
--
--
5
3PR DC #8 AWG
DC POWER FROM DC-8 SURGE SUPPRESSOR TO RRUs
SCOPING NOTES
—
—
—
—
—
—
—
NSTALL
NSTALL
NSTALL
NSTALL
NSTALL
NSTALL
NSTALL
3 TPA-65R—BU80VA—K ANTENNAS — INSTALL
13 NNH4-65C—R6 ANTENNAS — INSTALL
13 RRUS-4449 B5/B12 — INSTALL
13 RRUS-8843 B2/B86A — INSTALL
13 RRUS-4478 B14 — INSTALL
13 RRUS-4415 B30 — ADD FIBER
'6 B2B DUAL RRU MOUNTING BRACKETS
3 RAYCAP DC6-48-60-18-8C
3 FIBER TRUNKS
5 DC POWER TRUNKS
3 KENW00D T1672KT12 SECTOR FRAMES
12) P1090KT10 ANTENNA MOUNT PIPES
JUMPER & A CAT 6 FOR TRANSPORT FOR FIRSTNET
000
POWER PLANT
HT —RECTIFIER SHELVESJI
II—128VDC AND 24VDC II
LI 1 ,—,LL —RECTIFIERS
I1_ANCILLARY EQUIPMENT
r
r•
r
r
UPPER DC DISTRIBUTION CENTER
r24 POSmON-48VDCj]
DISTRIBUTION PANEL
_ II__
II J
20A_
II
3E01 II
• —�I _J
• —4 J
31140-- ---
4
-I
II
30
37; II -
Lam__
_0--
- 0-
- 0-
- 0-
- 0-
- 0-
- 0-
- 0
u
rr--BATTERY--i
II c 0I"IPPANGEr II
Lam_ --�J
0
DC / FIBER SYSTEM DIAGRAM
SCALE: N.T.S.
DC 6 SURGE
SUPPRESSOR
DC 6 SURGE
SUPPRESSOR
DC 6 SURGE
SUPPRESSOR
000
LTE CABINET
TO RAYCAP
TO RAYCAP
TO RAYCAP
— 10 ---
TO RAYCAP
— 10
CABLES ROUTED TO
THE RRUS/ANTENNAS
VIA SQUID (SEE SHEET
#)
— 10
— 10
CABLES ROUTED To
THE RRUS/ANTENNAS
VIA SQUID (SEE SHEET
#)
TO RAYCAP
— 10 —
TO RAYCAP
— 10
CABLES ROUTED TO
THE RRUS/ANTENNAS
VIA SQUID (SEE SHEET
I)
TO RAYCAP
0
1
CU AWG
GROUND
RING
PROVIDED BY AT&T
=IF B+T GRP
C ITYSWIT C H
MOUNTAIN LTD, WIRELES
FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
0
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
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IT IS A VRTLATION OF LAW FOR ANY PERSON. UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT.
DC / FIBER SYSTEM
DIAGRAM
SHEET NUMBER:
C-8
CASE # 20-08-GCCP-05794

Oct 25, 2021
E
151_NCC019_CD ("
COMPACTED 6" CRUSHER RUN (ABC)
AGGREGATE SHALL CONFORM TO DOT
STANDARDS FOR AGGREGATE ROADWAYS
COMPACTED WITH ROLLER
2' SHOULDER
MATCH EXISTING (TYP.)
GRADE
0
\___ 6" COMPACTED SUBGRADE
COMPACT TO 98% DENSITY
IN ACCORDANCE WITH
AASHTO T99
NOTES:
MATCH EXISTING
GRADE
1. THE CONTACTOR MUST EITHER SUPER -ELEVATE OR CROWN ALL ROAD SECTIONS.
2. THE MAXIMUM SUPER -ELEVATION SHALL NOT EXCEED 6% CROSS SLOPE.
ON GRADE GRAVEL ROAD SECTION
STAKE HEIGHT
SCALE: N.T.S.
L_
NOTE:
1. FENCE SHALL BE WIRE REINFORCED.
SILT FENCE DETAIL
STEEL POST WITH SPACING © 4' MAX.
PLACE PLACE PARALLEL TO CONTOURS
WIRE FABRIC
MIRAFI 100X FILTER FABRIC OR EQUAL
(WOVEN WIRE FENCE BACKING)
FLOW
6" X 12" TRENCH - BACKFILL WITH
CRUSHED STONE WIRE FABRIC 12" DEEP
STEEL POST SHALL BE MIN. 30" ABOVE
GROUND AND MIN. 18" BELOW GROUND
FABRIC LENGTH 28" ABOVE GROUND 12"
BELOW GROUND
SCALE: N.T.S.
AT&T CONSTRUCTION
0
WAVEGUIDE BRIDGE SUPPORT
■ BRACKET OR APPROVED EQUAL
1=.COMMSCOPE PART# WB-LB12-3.06
IH' I ,LJ
-lilt
I
I
UNISTRUT P5501
OR EQUIVALENT
3-1/2"0
GALVANIZED
STEEL PIPE
#2 AWG SOLID TINNED
COPPER GROUND CONDUCTOR
CADWELD TO POST
CROWN
FOOTING
4000 PSI MIN.
CONCRETE
FOOTING
NOTE:
ALL SUPPORT POSTS
MUST BE GROUNDED
ICE BRIDGE DETAIL
SCALE: N.T.S.
PIPE MOUNT KIT
COMMSCOPE PART#
GP-S24 (OR EQUAL)
CABLE BRIDGE POST
OR SIMILAR POST
GPS
ANTENNA
1-1/2"0X3'-0" MAX
GALVANIZED STEEL
MOUNTING PIPE
GROUND KIT
6 AWG GROUND WIRE
TO CADWELD ON POST
OR LUG ON GROUND BAR
COAX CABLE (AS
REQUIRED BY ANTENNA
MANUFACTURER)
GPS ANTENNA MOUNTING DETAIL
SCALE: N.T.S.
=IF B+T GRP
C ITYSWIT C H
M.OUHTAJN LW.
MOUNTAIN LTD, WIRELES
1
U
U
z
FA#10142260
Z
O
V
0
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY:
GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
INE.����•`
,� ►yti+rS�Fi
R IS A VIOLATION OF LAW FGR A Y PERSON. UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT.
ENGINEERING
DETAILS
SHEET NUMBER:
C-9
CASE # 20-08-GCCP-05794

STRUCTURAL TEfr.
0
151_NCC019_CD ('
1. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY
FIELD MEASUREMENT. THE GENERAL CONTRACTOR SHALL
VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE
ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO
ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION.
2. THE GENERAL CONTRACTOR AND HIS SUB CONSULTANTS SHALL
BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND
INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK.
3. STRUCTURAL STEEL SHALL CONFORM TO SPECIFICATIONS FOR
STRUCTURAL STEEL BUILDINGS, AISC 360-05 INCLUDING THE
COMMENTARY AND THE AISC CODE OF STANDARD PRACTICE.
4. STRUCTURAL STEEL PLATES, ANGLES, AND CHANNELS SHALL
CONFORM TO ASTM A36. STRUCTURAL STEEL PIPES SHALL
CONFORM TO ASTM A53 GRADE B. STRUCTURAL STEEL BEAMS
SHALL CONFORM TO ASTM A992, GRADE 50. ALL STRUCTURAL
STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL
STRUCTURAL COMPONENTS AND FABRICATED ASSEMBLIES
SHALL BE HOT DIP GALVANIZED—ASTM A123 AFTER
FABRICATION. FIELD TOUCH UP WITH 3 COATS OF ZINC RICH
PAINT ALL TAW EDGES AND/OR AREAS WHERE THE
GALVANIZED FINISH HAS BEEN DISTURBED (ALL EXISTING AND
NEW AREAS).
5. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN
WELDING SOCIETY (AWS D1.1). STRUCTURAL WELDING
CODE —STEEL WELD ELECTRODES SHALL BE E70XX. FIELD
TOUCH UP WITH ZINC RICH PAINT (ALL EXISTING AND NEW
AREAS) AFTER WELDING COMPLETE.
6. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA
SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A 307 OR
ASTM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL
STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERS
SHALL BE 5/8 INCH MIN. UNLESS NOTED OTHERWISE,
DIAMETER BEARING TYPE CONNECTIONS WITH THREADS
EXCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS,
NUTS AND WASHERS SHALL BE GALVANIZED UNLESS
OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE
HILT! KWIK BOLTS UNLESS OTHERWISE NOTED. ALL ANCHORS
INTO CONCRETE SHALL BE STAINLESS STEEL.
7. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615
GRADE 60, DEFORMED BILLET STEEL BARS. WELDED WIRE
FABRIC REINFORCING SHALL CONFORM TO ASTM A185.
8. CONCRETE FOR THE FOUNDATION PAD SHALL BE 4000 PSI
NORMAL WEIGHT CONCRETE. CONCRETE STRENGTH SHALL BE
VERIFIED BY CONCRETE CYLINDER TESTS (A MINIMUM SET OF
FOUR CYLINDERS). PROVIDE 4 TO 6% AIR ENTRAINMENT FOR
ALL CONCRETE SUBJECT TO FREEZE — THAW CYCLE.
9. MINIMUM CONCRETE COVER REINFORCEMENT SHALL BE 2"
UNLESS NOTED OTHERWISE . CONCRETE CAST AGAINST AND
PERMANENTLY EXPOSED TO EARTH SHALL HAVE A MINIMUM
CONCRETE COVER OF 3".
10. CONTRACTOR SHALL COORDINATE ALL PENETRATIONS, CONDUIT,
CHAMFERS, AND EMBEDDED ITEMS PRIOR TO CONCRETE
PLACEMENT AND/OR STEEL ERECTION. CONTRACTOR SHALL
VERIFY ALL SIZES AND LOCATIONS.
11. DO NOT IMPOSE SERVICE LOAD (I.E. FLOOR DEAD AND LIVE
LOADS, BACKFILL, ETC.) UNTIL THE CONCRETE HAS REACHED
ITS SPECIFIED MINIMUM COMPRESSIVE STRENGTH.
12. BACKFILL SHALL BE CLEAN SAND FILL APPROVED FOR USE BY
THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED.
CLEAND SAND FILL SHALL BE FREE OF ALL ROOTS,
BOULDERS, OR OTHER DELETERIOUS MATERIAL.
13. SOIL SHALL BE COMPACTED TO 95% OF THE MODIFIED
PROCTOR MAXIMUM DRY DENSITY TO A MINIMUM OF 2 FEET
BELOW THE BOTTOM OF THE FOOTINGS, AND SHALL OBTAIN A
2000 PSF MINIMUM ALLOWABLE BEARING CAPACITY.
12'
0
#5 © 12" O.C.
■■E
AI•••U
v
z
2
6" 4000 PSI CONCRETE SLAB WITH #5
® 12" O.C. EACH WAY ON 6" THICK
COMPACTED AGGREGATE BASE COURSE
MATERIAL OVER GEOTEXTILE FABRIC
CONCRETE PAD PLAN
SCALE: NTS
6'
CI
FINISHED GRADE
TYP
#5 0 12" O.C. EACH DIRECTION
(CENTERED IN SLAB)
6" THK COMPACTED
AGGREGATE BASE COURSE
MATERIAL OVER GEOTEXTILE
FABRIC (TYP)
UNDISTURBED SOIL W/
MIN 2000 PSF BEARING
CAPACITY
3" GALV SCH 40 PIPE
WITH CAP AND GALVANIZED
HARDWARE
UNISTRUT CROSS MEMBER,
AS NEEDED (TYP)
3" GALV ANGLE (THIS
MEMBER ONLY)
CROWN TOP PIER
FOR DRAINAGE
•
H-FRAME ELEVATION DETAIL
SCALE: NTS
CONCRETE PIER (MIN 4000
PSI CONCRETE)
#4 STIRRUPS
12" O.C.
1" CHAMFER (TYP)
TOP OF SLAB = 6" A.G.L.
FINISHED
GRADE TOP OF SLAB = 0" A.G.L
3" CLEAR COVER
(TYP)
(4) #4 BARS ALL
AROUND
1.5'
(TYP)
CONCRETE PAD SECTION
SCALE: NTS
EQUIPMENT CABINET (TY)
INSTALL CABINET PER
MANUFACTURER'S
SPECIFICATIONS
5/8"0 EXPANSION BOLT OR
SLEEVE ANCHOR EMBED
MINIMUM 4". PROVIDE ONE
BOLT PER CABINET
CORNER (TYP OF 4)
MOUNTING SLED (TYP)
CONCRETE SLAB
FINISHED GRADE
6" MIN
EDGE DISTANCE
CABINET CONNECTION DETAIL
SCALE: NTS
-p B+T GRP
C ITYSWIT C H
i .OU TLATI:1 LTD.
MOUNTAIN LTD, WIRELES
U
U
z
FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
E.
Z
O
V
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
r.
r.
B&T ENGINEERING, INC.
C-4171
TT.,,�flr
,'Ai'
DES 1c57 /-v'.���
SE
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.
ENGINEERING
DETAILS
SHEET NUMBER:
C-9.1
CASE # 20-08-GCCP-05794

USE A MINIMUM OF 2 STAKES
ON UPSLOPE SIDE
MIN. 2 STAKES ON UPSLOPE
GROUND •�'L`•
11111=1 I I111=II I
USE A MINIMUM OF 4 STAKES
ON DOWNSLOPE SIDE
PLAN VIEW
MINIMUM 4 STAKES ON DOWNSLOPE
=III=
MATTING I11
II -I1
V-DITCH SECTION VIEW
III; ..III I 11-11 E1
MIN. 2 STAKES ON UPSLOPE
GROUND
II=11=111=1
—lil=l I I=I I I I-1
MINIMUM 4 STAKES
ON DOWNSLOPE
it''-1
I - 11 l a i= MATTING
TRAPEZOIDAL DITCH
SECTION VIEW
ISOMETRIC
VIEW
NOTES:
1) USE A MINIMUM 12 INCH DIAMETER EXCELSIOR WATTLE.
2) USE 24 INCH LONG WOODEN STAKES WITH A 2"x2" NOMINAL CROSS
SECTION.
4) INSTALL WATTLE(S) TO A HEIGHT ON SLOPE SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR SLOPES, OR AS DIRECTED.
5) INSTALL A MINIMUM OF TWO UPSLOPE STAKES AND FOUR
DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND
AT BOTTOM.
6) PROVIDE STAPLES MADE OF 0.125 INCH DIAMETER STEEL WIRE
FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN LENGTH.
7) INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH
SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
8) AFTER INSTALLATION OF STAPLES, CHINK ANY GAPS BETWEEN
WATTLE AND GROUND WITH MATTING.
WEAVE STAPLES THROUGH
MESH CASING OF WATTLE
11�1--III�
TAPLES ` - STAPLES
STAPLE INSTALLMENT
SECTIONS
MATTING
WATTLE DETAIL
SCALE: N.T.S.
Ti
STAKES
ANGLE STAKES
TO WEDGE
WATTLE ONTO
GROUND
II=\"El
1=1 11_111=11-I 1 I III i
MATTING
STAKE INSTALLMENT
CROSS SECTION
B+T GRP
C ITY� C H
MODUTAIPii LTD.
MOUNTAIN LTD, WIRELES
U
z
FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
O
V
0
PROJECT NO: 132151
CHECKED BY:
GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
jeS
0
1
e*".tAk
'd K•
►► ,V C 21
0 IS A VIOLATION OF LAW FOIrANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
ENGINEERING
DETAILS
SHEET NUMBER:
C-9.2
CASE # 20-08-GCCP-05794

151_NCC019_CD ('
727
726
725
724
723
722
PROPOSED TOP OF DRIVEWAY
(MAINTAIN 1' MIN COVER
OVER TOP OF PIPE)
H
J
25'
ACCESS
EASEMENT
EXISTING DRIVEWAY SURFACE -
FG=725.7
T.O.P.=724.50
IE=722.80
PROPOSED 18" ADS N-12 HDPE PIPE W/
END SECTIONS OR APPROVED EQUAL, 20%
721 ----- STREAMBED BURIAL - EXISTING 12" RCP STORM DRAIN, W/
INVERT PERCHED APPROX 2" ABOVE
FLOW LINE
14'
1-
FG=f26.2
T.O.P.=724.61
L
- EXISTING GROUND '
SURFACE ---
0
STORM DRAIN PROFILE
PIPE END SECTION
(T'P)
SCALE: N.T.S.
727
726
725
724
723
722
721
B+T GRP
C ITYSWIT C H
M.OUHTAIN LTD.
MOUNTAIN LTD, WIRELES
1
U
U
z
FA#10142260
E.
Z
p
O
V
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
CA,,�
SE ` T
0 IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT.
ENGINEERING
DETAILS
SHEET NUMBER:
C-9.3
CASE # 20-08-GCCP-05794

151_NCC019_CD ('
FENCE NOTES
1. USE 3,000-PSI CONCRETE, FULLY CONSOLIDATED
AROUND THE POST.
2. WHERE THE POST IS SET IN ROCK OR CONCRETE,
CORE A HOLE 12" DEEP AND 1" LARGER IN DIAMETER
THAN THE POST. SET THE POST AND GROUT IN PLACE
USING NON -SHRINK GROUT.
3. ALL POSTS MUST BE PLUMB AND ALIGNED WITH ONE
ANOTHER IN BOTH HORIZONTAL AND VERTICAL
PLANES.
4. CORNERS AND GATEPOSTS FOR CHAIN LINK FENCES
SHALL EXTEND ABOVE THE TOP STRAND OF BARBED
WIRE TO PROVIDE TENSIONING FOR THE BARBED
WIRE.
5. PROVIDE MIDRAILS AND BRACING AT ALL CORNER
POSTS WHERE THE FENCE CHANGES DIRECTION BY
MORE THAN 30 DEGREES.
6. THE GRADE OF THE SITE AND INSTALLATION OF THE
FENCE SHALL PROVIDE FOR NO MORE THAN A 1" GAP
BETWEEN THE BOTTOM OF THE FENCE MATERIAL AND
FINISH GRADE.
7. CONTRACTOR SHALL PROVIDE HOLD OPEN DEVICES
FOR ALL GATES AT THE SPECIFIED OPEN POSITIONS,
DRIVEN PIPE TYPE RECEIVERS ARE NOT AUTHORIZED.
8. CONTRACTOR SHALL ALSO PROVIDE A MUSHROOM
TYPE RECEIVER AT THE CLOSE POSITION.
9GA2"x2"
FENCE FABRIC
Y8" STEEL TRUSS ROD
AND TRUSS ROD
TIGHTENER AT ALL
CORNERS (TYP.)
3 STRANDS OF 12 GA.
GALV. BARED WIRE WITH
4-POINT BARBS
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\ 1101OWIMINIOMMI INEHINIMOMNIONMIIME
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ha
DUCK BILL OPEN GATE HOLDER.
VERIFY LOCATION IN FIELD
PRIOR TO INSTALLATION.
1'-0"
(TYP)
CONTRACTORS TO
PROVIDE STYMIE
LOCK OR APPROVED
EQUIVALENT
INDUSTRIAL
HINGE - 180°
(TYP)
—COMMERCIAL
FABRICATED 1.90"
O.D. GATE FRAME
10"
(TYP)
6'-0"
1.375" O.D. GALV.
PIPE FOR
MUSHROOM STOP
MUSHROOM
STOP
6'-0"
2.375" O.D. STANDARD
GALV. LINE POST
1.66" O.Q. STANDARD
GALV. PIPE
XXXX 1 XXXXXX
M M N !i XXXXX
12'-0"
TYPICAL FENCE AND GATE DETAIL
SCALE: N.T.S.
RAIL END
CONNECTOR (TYP)
1' GAP BETWEEN
FENCE AND GRAVEL
8'-0" O.C. MAX
)f X M X X x M X X u
XXXXXXXXX
1.66" O.D. STANDARD
GALV. RAIL AND
BRACE PIPE (TYP)
x v,
SEE NOTES
—7 GA. GALV.
TENSION WIRE
SEE NOTES
2.875" O.D. STANDARD GALV.
CORNER AND GATE POST
STEEL GALV.
TENSION BAR
TENSION/BRACE BAND (TYP)
FINISHED GRADE
1
10" (TYP)
FINISH GRADE
MUSHROOM STOP, INSTALL
WITH SLOT PARALLEL w/
CLOSED GATES
FENCE
GRAVEL COMPOUND
MATCH EXISTING
GRADE
10" 0 CONCRETE
FOOTING 24" DEEP
MUSHROOM STOP DETAIL
SCALE: N.T.S.
6" COMPACTED SUBGRADE
COMPACT TO 98% DENSITY
IN ACCORDANCE WITH
AASHTO T99
GRAVEL COMPOUND
COMPACTED 6" CRUSHER
RUN ABC COMPACT W/
ROLLER
TENCATE MIRAFI BXG 12
UNDER ALL GRAVEL
SURFACES
SITE COMPOUND SURFACE DETAIL
SCALE: N.T.S.
MATCH EXISTING
GRADE
3-WIRE 45° BARBED WIRE
ARM w/ 3-STRANDS OF
BARBED WIRE (TYP)
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FENCE SECTION DETAIL
SCALE: N.T.S.
=IF B+T GRP
C ITYSWIT C H
M.OUHTAINk LTID.
MOUNTAIN LTD, WIRELES
FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
0
PROJECT NO: 132151
CHECKED BY:
GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
IN
OF LAW ..............ANY PERSON UNLESS
R IS A VIOLATION
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT.
FENCE, GATE, AND
COMPOUND DETAILS
SHEET NUMBER:
c-10
CASE # 20-08-GCCP-05794

132151_NCC019_CD (11).dwg — Sheet:C-11 —
BLACK TEXT
24"
C ITYSWITCH
SITE NAME: NCC019
SITE NUMBER: FA10142260
SITE ADDRESS:
FCC Tower Registration #
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
In case of Emergency, dial 911
NO TRESSPASSIN
For Leasing Information: For Operations & Access:
TBD
30"
WHITE BACKGROUND, RED/BLACK LETTERING
MOUNTING LOCATION: SHELTER OR TENANT IMPROVEMENT ROOM
DOOR. IF OUTDOOR CABINET SITE PLACE ON END CABINET
CLOSEST TO SITE ACCESS POINT. PLACE ON GENERATOR
QUANTITY: 1 TO 2
.� PROPERTY OF UNITI TOWERS
NOT TO SCALE
8"
BLACK GREEN
TEXT BACKGROUND
12"
INFORMATION `
Ile realrl a e. 0r00•01 war. wloe
Jere ear 1.M 000.s ewlwsrn
C..e m►i leterrasmeea iM ....Mier
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LINFORMACION
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rers.r 1aY.rAMMO *WIN .W
W W.I.= air dermrwre Ye main.. Miler Meer
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WHITE
BACKGROUND
WHITE/GREEN BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER
QUANTITY: 2
4 RF EXPOSURE INFORMATION SIGN
NOT TO SCALE
WHITE TEXT
12
WHITE
BACKGROUND
RED
TEXT
NOTICE
Beyond This Point you arc
entering an area where RF
Emissions trraycxcocd the FCC
General Population Exposure
Limits
Follow ak povIod ups/end site guii ellnes for
working m a RF environment!
WHITE TEXT
8"
SGNAGE NOTES:
1. SIGNS SHALL BE FABRICATED FROM CORROSION RESISTANT PRESSED METAL & PAINTED WITH LONG
LASTING UV RESISTANT COATING.
2. SIGNS (EXCEPT WHERE NOTED OTHERWISE) SHALL BE MOUNTED TO THE TOWER, GATE & FENCE USING A
MINIMUM OF 9 GAUGE ALUMINUM WIRE, HOG RINGS (FENCE) OR BRACKETS, WHERE NECESSARY.
BRACKETS SHALL BE OF SIMILAR METAL AS THE STRUCTURE TO AVOID GALVANIC CORROSION.
3. ADDITIONAL E911 ADDRESS & FCC REGISTRATION SIGNS SHALL BE MOUNTED AT EACH ACCESS ROAD
GATE LEADING TO THE COMPOUND AS WELL AS ON THE COMPOUND GATE ITSELF.
4. SIGNS NEED NOT BE PLACED IF ACCURATE AND APPROPRIATE SIGNAGE ALREADY EXISTS.
INFORMATION
Fsdsrei Communications Commission
Tower Registration Number
12w '�11v t
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rowed in re rord.nc. M,tn F.d.nt Comnun;c.eem
Camm,uidn Mire an unenne tower npstrenen
174OO 17 efel 0
12"
GREEN
BACKGROUND
BLACK
TEXT
WHITE
BACKGROUND
WHITE/GREEN BACKGROUND, WHITE/BLACK LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER
QUANTITY: 2
2 FCC REGISTRATION SIGN
NOT TO SCALE
BLUE
BACKGROUND
WHITE
BACKGROUND
BLACK
TEXT
WHITE/BLUE BACKGROUND, BLACK/WHITE LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER
QUANTITY: 1
5 RF EXPOSURE NOTICE SIGN
NOT TO SCALE
BLACK TEXT g^
BLACK
TEXT
12"
ACAUTION�
On this tower:
Radio frequency flelds near some
antennas may exceed FCC rules
for human exposure.
Personnel climbing this tower should be
trained Ior working In radio Irequency
environments and use a personal RF
monkor If working near active antennas.
J
YELLOW
BACKGROUND
WHITE
BACKGROUND
YELLOW
BACKGROUND
WHITE/YELLOW BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: BASE OF TOWER
QUANTITY: 1
6 RF EXPOSURE CAUTION SIGN
NOT TO SCALE
BLACK 8" GREEN
TEXT BACKGROUND
NFORMATION
12"
ACTIVE ANTENNAS ARE MOUNTED
ON THE OUTSIDE OF THIS BUILDING
. BEHIND THIS PANEL
- ON THIS STRUCTURE
STAY BACK A MINIMUM OF 3 FEET
FROM THESE ANTENNAS
Contact AT&T Mobility at 800.63E-2622
and follow their instruCJons prior to performing
any maintenance or repairs closer than 3 feet
from the antennas.
This is AT&T Mobility site
WHITE
BACKGROUND
WHITE/GREEN BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER
QUANTITY: 2
3 RF EXPOSURE INFORMATION SIGN
NOT TO SCALE
BLACK TEXT
12"
8"
r
Beyond this point:
Radio frequency fields at this site
eexceed the FCC rules for human
xposure.
Failure to obey ail posted srgns and sae
guidelines for working in oar)," frequency
environments could result in unlearn injury
RED
BACKGROUND
WHITE
BACKGROUND
WHITE/RED BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER
QUANTITY: 1
7 RF EXPOSURE WARNING SIGN
NOT TO SCALE
=rp B+T GRP
C ITYSWITCH
MOUNTAIN,LTD.
MOUNTAIN LTD, WIRELES
C1
1
U
U
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FA#10142260
O
V
O
r-
V
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUC11ON
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Is"as
`s.01
r
SE
7.
t,
2.1
ITIS A VIOLATION OF LAW F0 `ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
SIGNAGE DETAILS
SHEET NUMBER:
c-11
CASE # 20-08-GCCP-05794

132151_NCC019_CD (11).dwg — Sheet:E-1 — User: mspeedie —
NOTE:
1. ROUTE CONDUIT 36" FROM OBSTRUCTIONS.
2. HAND EXCAVATE WHERE EXISTING
UNDERGROUND SERVICES EXIST.
3. ALL PULL STRINGS TO BE CONTINUOUS RUN
OF MULE TAPE.
LOCATE ALL UNDERGROUND UTILITY
BORE PITS OUTSIDE OF 50' STREAM
BUFFER (ZONE 2)
UTILITY BORE PIT
(TYP.)
50' STREAM BUFFER
(ZONE 2)
30' STREAM BUFFER
(ZONE 1)
WETLAND LIMITS
TOP OF BANK
30' STREAM BUFFER
(ZONE 1)
50' STREAM BUFFER
(ZONE 2)
PROPOSED 10' WIDE
UTILITIES EASEMENT
PROPOSED 130' x 130'
LEASE
PROPOSED 220' SELF
SUPPORT TOWER
PROPOSED 12'
DOUBLE SWING
GATE
PROPOSED
H-FRAME
/
/
/
/
EXISTING OVERHEAD
POWER
EXISTING POWER POLE
PROPOSED 14' WIDE
GRAVEL ACCESS ROAD
PROPOSED 25' WIDE
INGRESS/EGRESS
EASEMENT
PROP. UNDERGROUND
,e'ELEC.1 (BORE)
�� PROP. UNDERGROUND
PROP. UNDERGROUND
TELCO 375 LF±
PROPOSED 50' x 50'
FENCED COMPOUND
I LLCO 130 LF± (BORE)
AMABU
%9sPNqr RTpN p
so' R/14o
RACK
PROPOSED
/ HANDHOLE
PROPOSED ELEC &
TELCO DEMARC T.B.D.
PROP. UNDERGROUND
ELEC. 420 LF±
PROP. UNDERGROUND
TELCO 420 LF±
ELECTRICAL SITE PLAN
SCALE:
WETLAND LIMITS
0'
40'
80'
120'
1"=80'
160'
O
A.
GENERAL NOTES:
1. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO
CONTACT THE SERVING POWER COMPANY AS SOON AS THE
WORK IS SCHEDULED FOR THIS SITE. CONTRACTOR SHALL
INFORM THEM OF THE CONDITIONS SPECIFIC TO THIS SITE AND
COORDINATE THE PROPOSED ROUTING OF CONDUITS,
TERMINATION OF CONDUITS, POWER (VOLTAGE AND KVA)
REQUIRED AND SCHEDULED DATE OF ACTIVATION.
2. ROUTING OF UNDERGROUND UTILITIES IS APPROXIMATE;
CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES AND SHALL
BE EXTREMELY CAUTIOUS WHEN EXCAVATING TO AVOID
DISRUPTION OF POWER OR TELEPHONE SERVICE OF OTHER
TENANTS ON THE SITE. FAILURE TO OBSERVE THIS
REQUIREMENT SHALL LEAVE THIS CONTRACTOR LIABLE FOR
LOSS OF SERVICE (REVENUE) OF ANY SITE OCCUPANT.
3. CONTRACTOR SHALL PROVIDE ALL CONDUIT, WIREWAYS,
CABINETS, ETC. AS REQUIRED BY SERVING ELECTRICAL UTILITY
COMPANY.
4. DO NOT SCALE DRAWING; SITE VERIFY EXISTING CONDITIONS.
5. ELECTRICAL SERVICE SIZE IS NOMINAL FOR BIDDING PURPOSE
ADJUST SIZE IF REQ'D BY A.H.J. OR TO MEET VOLTAGE DROP
PERMITTED BY NFPA-70, ART 215.
6. PROVIDE PULLBOX AS SHOWN OR WHERE TOTAL CONDUIT
BENDS EXCEED 360 AND/OR LENGTH OF CONDUIT EXCEED
200' (200' MAX PERMITTED BETWEEN PULLBOXES) LOCATE
PULLBOXES TO PROVIDE UNIFORM PULLING TENSION.
7. THIS PROJECT REQUIRES EVALUATION FOR PROPOSED NEW
SERVICE BY THE LOCAL POWER CO. PRIOR TO STARTING ANY
WORK THE CONTRACTOR SHALL CONTACT THE POWER CO. AND
COORDINATE THE POINT OF SERVICE DEMARCATION.
CONTRACTOR SHALL INCLUDE ANY UTILITY COMPANY CHARGES
FOR ESTABLISHING THESE SERVICES.
8. NEW TRENCH FOR THE BURIED CONDUIT AND GROUNDING
CONDUCTORS SHALL BE WIDE ENOUGH TO PERMIT
CONNECTIONS TO BE MADE AND INSPECTED BY AUTHORITIES
HAVING JURISDICTION; BACKFILL SHALL BE NON -CORROSIVE,
LOW RESISTIVITY, FREE OF DEBRIS AND STONES, TAMPED DOWN
IN LAYERS NOT TO EXCEED 6" DEEP AND COMPACTED TO 95%
OF ORIGINAL DENSITY.
cr.LCALL NORTH CAROLINA ONE CALL n
[phone] ��I
CALL 3 WORKING DAYS
BEFORE YOU DIG!
B+T GRP
CITYSWIT CH
MOUNTAIN? LTD.
MOUNTAIN LTD, WIRELES
1
U
U
z
FA#10142260
Z
E.
O
V
O
C7
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
It„
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F�5 IpN�:\/.iA
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7
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ft, INS B% `� ��.
°"•°I..I;1IL i/5/�a
IT IS A VIOLATION OF LAW FORA(NYPERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
ELECTRICAL SITE
PLAN
SHEET NUMBER:
E-1
CASE # 20-08-GCCP-05794

132151_NCC019_CD (11).dwg — Sheet:E-2 — User: mspeedie —
PROPOSED 25' WIDE
INGRESS/EGRESS /
EASEMENT
i /
////•
/
/
PROPOSED 14' WIDE
/ GRAVEL ACCESS ROAD
• <
NNNNN\.N
PROPOSED 10' WIDE
UTILITIES EASEMENT
PROPOSED PARKING AND
TURNAROUND AREA
PROPOSED FIBER
PULL BOX
0
GRAVEL
COMPOUND
ELECTRICAL DETAIL PLAN
SCALE:
o'
///Too////
10'
20'
30'
PROPOSED AT&T
240 SQ FT LEASE AREA
PROPOSED AT&T
EQUIPMENT WIC
PROPOSED GENERAC 20KW
GENERATOR ON A 4'X5' PAD s.
PROPOSED AT&T
ICE BRIDGE
PROP. UNDERGROUND
ELEC. 28 LF±
PROP. UNDERGROUND
TELCO 28 LF±
PROPOSED TOWER
PROPOSED 50' x 50'
FENCED COMPOUND
1"=20'
40'
PROPOSED 130' x 130'
LEASE AREA
GENERAL NOTES:
1. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO
CONTACT THE SERVING POWER COMPANY AS SOON AS THE
WORK IS SCHEDULED FOR THIS SITE. CONTRACTOR SHALL
INFORM THEM OF THE CONDITIONS SPECIFIC TO THIS SITE AND
COORDINATE THE PROPOSED ROUTING OF CONDUITS,
TERMINATION OF CONDUITS, POWER (VOLTAGE AND KVA)
REQUIRED AND SCHEDULED DATE OF ACTIVATION.
2. ROUTING OF UNDERGROUND UTILITIES IS APPROXIMATE;
CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES AND SHALL
BE EXTREMELY CAUTIOUS WHEN EXCAVATING TO AVOID
DISRUPTION OF POWER OR TELEPHONE SERVICE OF OTHER
TENANTS ON THE SITE. FAILURE TO OBSERVE THIS
REQUIREMENT SHALL LEAVE THIS CONTRACTOR LIABLE FOR
LOSS OF SERVICE (REVENUE) OF ANY SITE OCCUPANT.
3. CONTRACTOR SHALL PROVIDE ALL CONDUIT, WIREWAYS,
CABINETS, ETC. AS REQUIRED BY SERVING ELECTRICAL UTILITY
COMPANY.
4. DO NOT SCALE DRAWING; SITE VERIFY EXISTING CONDITIONS.
5. ELECTRICAL SERVICE SIZE IS NOMINAL FOR BIDDING PURPOSE
ADJUST SIZE IF REQ'D BY A.H.J. OR TO MEET VOLTAGE DROP
PERMITTED BY NFPA-70, ART 215.
6. PROVIDE PULLBOX AS SHOWN OR WHERE TOTAL CONDUIT
BENDS EXCEED 360 AND/OR LENGTH OF CONDUIT EXCEED
200' (200' MAX PERMITTED BETWEEN PULLBOXES) LOCATE
PULLBOXES TO PROVIDE UNIFORM PULLING TENSION.
7. THIS PROJECT REQUIRES EVALUATION FOR PROPOSED NEW
SERVICE BY THE LOCAL POWER CO. PRIOR TO STARTING ANY
WORK THE CONTRACTOR SHALL CONTACT THE POWER CO. AND
COORDINATE THE POINT OF SERVICE DEMARCATION.
CONTRACTOR SHALL INCLUDE ANY UTILITY COMPANY CHARGES
FOR ESTABLISHING THESE SERVICES.
8. NEW TRENCH FOR THE BURIED CONDUIT AND GROUNDING
CONDUCTORS SHALL BE WIDE ENOUGH TO PERMIT
CONNECTIONS TO BE MADE AND INSPECTED BY AUTHORITIES
HAVING JURISDICTION; BACKFILL SHALL BE NON —CORROSIVE,
LOW RESISTMTY, FREE OF DEBRIS AND STONES, TAMPED DOWN
IN LAYERS NOT TO EXCEED 6' DEEP AND COMPACTED TO 95%
OF ORIGINAL DENSITY.
NOTE:
1. ROUTE CONDUIT 36" FROM OBSTRUCTIONS.
2. HAND EXCAVATE WHERE EXISTING
UNDERGROUND SERVICES EXIST.
3. ALL PULL STRINGS TO BE CONTINUOUS RUN
OF MULE TAPE.
CALL NORTH CAROLINA ONE CALL n
[phone] ��I
CALL 3 WORKING DAYS
BEFORE YOU DIG!
=IF B+T GRP
C ITYSWITCH
Alt
MOUNTAIN?=v.
MOUNTAIN LTD, WIRELES
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FA#10142260
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PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Pt,
0,1\1•
Y,'
,`, CAR ',`',-,
s� Q r �.
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IT IS A VIOLATION OF LAW FG ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
ELECTRICAL
DETAIL PLAN
SHEET NUMBER:
E-2
CASE # 20-08-GCCP-05794

N
0
132151_NCC019_CD (11).dwg — Sheet:E-3 — User: mspeedie — Oct
ELECTRICAL NOTES:
SCOPE:
1. PROVIDE LABOR, MATERIAL, INSPECTION, AND TESTING TO PROVIDE COMPLIANCE FOR ELECTRIC,
TELEPHONE, AND GROUNDING/LIGHTING SYSTEMS.
CODES:
1. THE INSTALLATION SHALL COMPLY WITH APPUCABLE
NOT LIMITED TO THE LATEST ADOPTED EDITION OF:
A. THE NATIONAL ELECTRICAL SAFETY CODE
B. THE NATIONAL ELECTRIC CODE - NFPA-70
C. REGULATIONS OF THE SERVING UTILITY COMPANY
2. PERMITS REQUIRED SHALL BE OBTAINED BY THE CO
3. AFTER COMPLETION AND FINAL INSPECTION OF THE
CERTIFICATE OF COMPLETION AND APPROVAL.
LAWS AND CODES. THESE INCLUDE BUT ARE
D. LOCAL AND STATE AMENDMENTS
E. THE INTERNATIONAL ELECTRIC CODE-
IEC (WHERE APPUCABLE)
NTRACTOR.
WORK, THE OWNER SHALL BE FURNISHED A
TESTING.
1. UPON COMPLETION OF THE INSTALLATION, OPERATE AND ADJUST THE EQUIPMENT AND SYSTEMS TO
MEET SPECIFIED PERFORMANCE REQUIREMENTS. THE TESTING SHALL BE DONE BY QUALIFIED
PERSONNEL.
GUARANTEE:
1. IN ADDITION TO THE GUARANTEE OF THE EQUIPMENT BY THE MANUFACTURER, EACH PIECE OF
EQUIPMENT SPECIFIED HEREIN SHALL ALSO BE GUARANTEED FOR DEFECTS OF MATERIAL OR
WORKMANSHIP OCCURRING DURING A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE OF THE
WORK BY THE OWNER AND WITHOUT EXPENSE TO THE OWNER.
2. THE WARRANTEE CERTIFICATES & GUARANTEES FURNISHED BY THE MANUFACTURERS SHALL BE
TURNED OVER TO THE OWNER.
UTILITY CO-ORDINATION:
1. CONTRACTOR SHALL COORDINATE WORK WITH THE POWER AND TELEPHONE COMPANIES AND SHALL
COMPLY WITH THE SERVICE REQUIREMENTS OF EACH UTILITY COMPANY.
EXAMINATION OF SITE:
1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL VISIT THE SITE OF THE JOB AND SHALL
FAMILIARIZE HIMSELF WITH THE CONDITIONS AFFECTING THE PROPOSED ELECTRICAL INSTALLATION AND
SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FAILURE TO COMPLY WITH THE INTENT OF THIS
SECTION WILL IN NO WAY RELIEVE THE CONTRACTOR OF PERFORMING THE WORK NECESSARY FOR A
COMPLETE AND WORKING ST51EM OR SYSTEMS.
CUTTING. PATCHING AND EXCAVATION:
1. COORDINATION OF SLEEVES, CHASES. ETC., BETWEEN SUBCONTRACTORS WILL BE REQUIRED PRIOR TO
THE CONSTRUCTION OF ANY PORTION OF THE WORK. CUTTING AND PATCHING OF WALLS, PARTITIONS,
FLOORS, AND CHASES IN CONCRETE, WOOD, STEEL OR MASONRY SHALL BE DONE AS PROVIDED ON
THE DRAWINGS.
2. NECESSARY EXCAVATIONS AND BACKFILLING INCIDENTAL TO THE ELECTRICAL WORK SHALL BE
PROVIDED BY THE ELECTRICAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWING.
3. SEAL PENETRATIONS THROUGH RATED WALLS, FLOORS. ETC.. WITH APPROVED METHOD AS LISTED BY
UL.
RACEWAYS / CONDUITS GENERAL:
1. CONDUCTORS SHALL BE INSTALLED IN LISTED RACEWAYS, CONDUIT SHALL BE RIGID STEEL, EMT,
SCH40 PVC, OR SCH80 PVC AS INDICATED ON THE DRAWINGS. THE RACEWAY SYSTEM SHALL BE
COMPLETE BEFORE INSTALLING CONDUCTORS.
2. EXTERIOR RACEWAYS AND GROUNDING SLEEVES SHALL BE SEALED AT POINTS OF ENTRANCE AND
EXIT. THE RACEWAY SYSTEM SHALL BE BONDED PER NEC.
EXTERIOR CONDUIT:
1. EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR PERPENDICULAR TO
STRUCTURAL ELEMENTS. SUPPORTS AND MOUNTING HARDWARE SHALL BE HOT DIPPED GALVANIZED
STEEL.
2. WHERE INSTALLED ON EXTERIOR STRUCTURES OR EXPOSED TO DAMAGE. THE CONDUIT SHALL BE
RIGID STEEL.
3. UNDERGROUND CONDUITS SHALL BE RIGID STEEL, SCH40 PVC. OR SCH80 PVC AS INDICATE ON THE
DRAWINGS.
4. BURIAL DEPTH OF CONDUITS SHALL BE AS REQUIRED BY CODE FOR EACH SPECIFIC CONDUIT TYPE
AND APPLICATION BUT SHALL NOT BE LESS THAN THE FROST DEPTH AT THE SITE.
5. CONDUIT ROUTES ARE SCHEMATIC. CONTRACTOR SHALL FIELD VERIFY ROUTES BEFORE BID.
COORDINATE ROUTE WITH WIRELESS CARRIER AND/OR BUILDING OWNER.
INTERIOR CONDUIT:
1. CONCEALED CONDUIT IN WALLS OR INTERIOR SPACES ABOVE GRADE MAY BE EMT.
2. CONDUIT RUNS SHALL USE APPROVED COUPLINGS AND CONNECTORS. PROVIDE INSULATED BUSHING
FOR ALL CONDUIT TERMINATIONS. CONDUIT RUNS IN A WET LOCATION SHALL HAVE WATERPROOF
FITTINGS.
3. PROVIDE SUPPORTS FOR CONDUITS IN ACCORDANCE WITH NEC REQUIREMENTS. CONDUITS SHALL BE
SIZED AS REQUIRED BY NEC.
EQUIPMENT.
1. DISCONNECT SWITCHES SHALL BE SERVICE ENTRANCE RATED, HEAVY DUTY TYPE.
2. CONTRACTOR SHALL VERIFY MAXIMUM AVAILABLE FAULT CURRENT AND COORDINATE
INSTALLATION WITH THE LOCAL UTILITY BEFORE STARTING WORK. CONTRACTOR WILL VERIFY THAT
EXISTING CIRCUIT BREAKERS ARE RATED FOR MORE THAN AVAILABLE FAULT CURRENT AND
REPLACE AS NECESSARY.
3. NEW CIRCUIT BREAKERS SHALL BE RATED TO WITHSTAND THE MAXIMUM AVAILABLE FAULT
CURRENT AS DETERMINED BY THE LOCAL UTILITY.
CONDUCTORS:
1. FURNISH AND INSTALL CONDUCTORS SPECIFIED IN THE DRAWINGS. CONDUCTORS SHALL BE
COPPER AND SHALL HAVE TYPE THWN (MIN) (75'C) INSULATION, RATED FOR 600 VOLTS.
2. THE USE OF ALUMINUM CONDUCTORS SHALL BE LIMITED TO THE SERVICE FEEDERS
INSTALLED BY THE UTILITY.
3. CONDUCTORS SHALL BE PROVIDED AND INSTALLED AS FOLLOWS:
A. MINIMUM WIRE SIZE SHALL BE #12 AWG.
B. CONDUCTORS SIZE #8 AND LARGER SHALL BE STRANDED. CONDUCTORS SIZED #10 AND
#12 MAY BE SOLID OR STRANDED.
C. CONNECTION FOR #10 AWG #12 AWG SHALL BE BY TWISTING TIGHT AND ISTALLING
INSULATED PRESSURE OR WIRE NUT CONNECTIONS.
D. CONNECTION FOR #8 AWG AND LARGER SHALL BE BY USE OF STEEL CRIMP -ON SLEEVES
WITH NYLON INSULATOR.
4. CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC STANDARDS.
UL COMPLIANCE:
1. ELECTRICAL MATERIALS, DEVICES, CONDUCTORS, APPLIANCES, AND EQUIPMENT SHALL BE
LABELED/LISTED BY UL OR ACCEPTED BY JURISDICTION (LE., LOCAL COUNTY OR STATE)
APPROVED THIRD PARTY TESTING AGENCY.
GROUNDING:
1. ELECTRICAL NEUTRALS, RACEWAYS AND NON -CURRENT CARRYING PARTS OF ELECTRICAL
EQUIPMENT AND ASSOCIATED ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH NEC
ARTICLE 250. THIS SHALL INCLUDE NEUTRAL CONDUCTORS, CONDUITS, SUPPORTS, CABINETS,
BOXES, GROUND BUSSES, ETC. THE NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE
GROUNDED AT A SINGLE POINT.
2. PROVIDE GROUND CONDUCTOR IN RACEWAYS PER NEC.
3. PROVIDED BONDING AND GROUND TO MEET NFPA 780- LIGHTING PROTECTION " AS A
MINIMUM.
4. PROVIDE GROUNDING SYSTEM AS INDICATED ON THE DRAWINGS, AS REQUIRED BY THE
NATIONAL ELECTRIC CODE, RADIO EQUIPMENT MANUFACTURES. AND MOTOROLA R56 (AS
APPUCABLE).
ABBREVIATIONS AND LEGEND
A
AFG
ATS
AWG
BCW
BFG
BKR
C
CKT
DISC
EGR
EMT
FSC
GEN
GPS
GRD
IGB
IGR
KW
NEC
PCS
PH
PNL
AMPERE
ABOVE FINISHED GRADE
AUTOMATIC TRANSFER SWITCH
AMERICAN WIRE GAUGE
BARE COPPER WIRE
BELOW FINISHED GRADE
BREAKER
CONDUIT
CIRCUIT
DISCONNECT
EXTERNAL GROUNDING RING
ELECTRIC METALLIC TUBING
FLEXIBLE STEEL CONDUIT
GENERATOR
GLOBAL POSITIONING SYSTEM
GROUND
ISOLATED GROUND BAR
INTERIOR GROUND BAR
KILOWATTS
NATIONAL ELECTRIC CODE
PERSONAL COMMUNICATION SYSTEM
PHASE
PANEL
PHLBD
PVC
RGS
SW
TGB
UL
V
W
XFMR
XMTR
- PANELBOARD
- RIDGID NON-METALLIC CONDUIT
- RIGID GALVANIZED STEEL CONDUIT
- SWITCH
- TOWER GROUND BAR
- UNDERWRITERS LABORATORIES
- VOLTAGE
- WATTS
- TRANSFORMER
- TRANSMITTER
P
F
UNDERGROUND ELECTRICAL CONDUIT
UNDERGROUND FIBER CONDUIT
KILOWATT-HOUR METER
UNDERGROUND BONDING AND GROUNDING CONDUCTOR
GROUND ROD
COMPRESSION TYPE CONNECTIONS
EXOTHERMIC TYPE CONNECTIONS
GROUND ROD WITH INSPECTION WELL
=IF B+T GRP
C ITYSWTCH
4
A .ODUTAIN? LTD.
MOUNTAIN LTD, WIRELES
FA#10142260
Z
E.
0
V
0
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
,<;%%%s;
e•NQ F1~5 to;i7, /r .I:
It
SE
i�
R IS A VIOLATION OF LAW FORANY PERSON, UNLESS
�IHEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
IPROFLSSIONRL ENGINIER, TO ALTER THIS DOCUMENT.
ELECTRICAL NOTES
SHEET NUMBER:
E-3
CASE # 20-08-GCCP-05794

0
0
132151_NCC019_CD (11).dwg — Sheet:E-4 — User: mspeedie —
NOTES:
1. CONTRACTOR TO FIELD LOCATE THE METER PEDESTAL AS SHOWN ON SITE PLAN. INSTALL THE METER PEDESTAL
NEAR THE PERIMETER OF THE FENCED COMPOUND WITH THE METERS FACING AS SHOWN.
2. THE CONTRACTOR SHALL COORDINATE THE THE LOCAL UTILITY COMPANY FOR THE CONDUIT RUN TO THE MAIN
SERVICE CONNECTION OR TRANSFORMER.
3. THE CONTRACTOR SHALL COORDINATE THE THE LOCAL UTILITY COMPANY FOR GROUND ROD REQUIREMENTS. IF
REQUIRED, THE CONTRACTOR SHALL ORDER AND PAY FOR NECESSARY GROUND TESTS.
4. SUPPORT POST AND UNISTRUT SHALL BE GALVANIZED. PIPE CLAMPS AND HARDWARE SHALL BE GALVANIZED OR
STAINLESS STEEL.
5. ADJUSTMENTS TO THE METER PEDESTAL DESIGN MAY BE REQUIRED DEPENDING ON THE EXACT METER PANEL
INSTALLED. CONTRACTOR SHALL FIELD COORDINATE ADJUSTMENTS AND INFORM THE ENGINEER IF ANY UNUSUAL
CONDITIONS ARE FOUND TO EXIST.
6'-6" FIELD VERIFY
i0
m
H-FRAME LENGTH TO BE DETERMINED BY AREA CONSTRUCTION MANAGER
LABEL METER BASE PER LOCAL
`UTILITY REQUIREMENTS
000000000000
d
O
V
4,
uu
TO GROUND ROD -7
1'-0" DIA.
0
00000000000000000000�
00
CITYSWITCH LIGHTING
\ETER
KWH
a
WATER TIGHT ENDCAP
(TYP.)
3" DIA. (3.5" O.D.) RGP
STANDARD UNISTRUT END
7CAPS (TYP.)
1-5/8" P1000 UNISTRUT
ATTACHED WITH STANDARD
PIPE CLAMPS (TYP.)
u
H-FRAME LENGTH TO BE DETERMINED BY AREA CONSTRUCTION MANAGER
100A LOAD
CENTER
(IF REQUIRED)
4-GANG, 800A RATED 240/120-10-3W,
NEMA 3R, MULTI -METER CENTER ON
NEW SERVICE H-FRAME. COORDINATE
WITH UTILITY COMPANY FOR NEW 200;
120/240-10-3W SERVICE FOR AT&T, D=
00000000000000000000dJ AND FOR NEW 100A 120/240-10-3W
SERVICE FOR UNITI TOWERS
PART #0012L125GRB
SLOPE CONCRETE AWAY FROM
POST (TYP.)
III I. 11,1 IP II� IIFIII •
jet i1
3" CONDUIT FOR U
POWER
CON DUITS
TO MAIN
SERVICE
UTILITY H-FRAME DETAIL (GANG METER SIDE)
•
SCALE: N.T.S.
FINISHED GRADE
CONCRETE POST FOOTING
(300 PSI MIN.)
TOWER LIGHT
CONTROLLER
(FLASH
CERTIFIED)
0U�
1/ 6
CONDUIT FROM METER
48"x48" MULTI -TENANT
TELCO CABINET WITH
PLYWOOD BACKBOARD
GROUND BUS BAR
PROPOSED NOT
INSTALLED
7BTS GS TO INSTALL 2" CONDUIT
FROM H-FRAME TO NEAREST
TOWER LEG/WAVEGUIDE
LADDER (WITH WEATHER HEADS
ON EACH END OF CONDUIT)
UTILITY H-FRAME DETAIL
SCALE: N.T.S.
3" CONDUIT FOR
POWER
CONDUITS
TO MAIN
SERVICE
WATER TIGHT ENDCAP
(TYP.)
STANDARD UNISTRUT END
CAPS (TYP.)
1-5/8" P1000 UNISTRUT
ATTACHED WITH STANDARD
PIPE CLAMPS (TYP.)
3" DIA. (3.5" O.D.) RGP
SLOPE CONCRETE AWAY FROM
POST (TYP.)
FINISHED GRADE
CONCRETE POST FOOTING
(300 PSI MIN.)
=IF B+T GRP
C ITYSWIT C H
M.OUHTAIN LW.
MOUNTAIN LTD, WIRELES
1
u
uu
H
FA#10142260
Z
O
V
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV DATE DRWN DESCRIPTION
9 06/04/21 MAS CONSTRUCTION
10 10/22/21 MAS CONSTRUCTION
11 10/25/21 MAS CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
R IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT.
UTILITY H-FRAME
DETAILS
SHEET NUMBER:
E-4
CASE # 20-08-GCCP-05794

51_NCC019_CD (11).dwg — Sheet:E-5 — User: mspeedie —
DEPTH PER
MIN
NOTES:
SEE NOTE 2
SLOPE TO SUIT SOIL
CONDITION IN
ACCORDANCE WITH
LOCAL REGULATIONS
BACKFILL
UTILITY WARNING TAPE
SAND BEDDING
(1) 4" SCH 40 PVC
POWER CONDUIT
(1) 4" SCH 40 PVC
TELCO CONDUIT
(3) 1-1/4" INNERDUL I S
CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL
CONDITIONS BY EITHER SEEDING OR SODDING GRASS AREA,
OR REPLACING ASPHALT OR CONCRETE AREAS TO ITS
ORIGINAL CROSS SECTION.
0
TRENCH DETAIL FOR BURIED CONDUIT
SCALE: N.T.S.
FINISHED GRADE, OR
GROUND COVER MATCH
SLOPE AND THICKNESS OF
EXISTING
0
UNEXCAVATED
(1) 4" SCH 40 PVC
POWER CONDUIT
(1) 4" SCH 40 PVC
TELCO CONDUIT
(3) 1-1/4" INNERDUL IS
UTILITY BORE DETAIL
SCALE: N.T.S.
HANDHOLE — 30"x48"x36"
I-5K RATING — BOX & 2 Pc SPLIT COVER
EMS MARKER
?/2 1131 5.3.
FLAT WASHER a
2 PLACES �_ _ /�!/
SKID RFS1S1'ANT
SURFACE MS-86 —
24 [610] I. CABLE RACK
6 PLACES (2 EACH SIDE)
1/2-13 (INC
LIFTING BOLTS
4 PLACES
.36
r0l
4900JI1 1669
I I
i000°
Its
PC3048B708
TERMINATOR FOR 4" [1021 CONDUIT
4 PIACFS
(2 FACH END)
HANDHOLE DETAIL
SCALE: N.T.S.
1/2-13 UNC X 4 11021 LG.
S_S HEX HEAD CAPTIVE BOLT
2 PLACES
?/8 [161 THRU HOLE
W/? 1/4 [321 X 1/2 1121
DEEP CHORE
2 PLACES
QUAZITE LOGO
1 1251 X 4 [1021 PULL SLOT
W/'/4 10] CENTER PIN
4 PLACES
POLYMER TONGUE
do GROOVE
PG304811634YS
1/2-13 UNC SELF ALIGNING,
REPLACEABLE S.S. EZ-NUT
2 PLACES
NOTES=
1. CUSTOMER IS AT&T
2. THIS ASSEMBLY IS RATED FOR NON-
Ok34BERATE vBHICULAR TRAFFIC WITH A
DESIGN I.OAn OF 15.000 I.R.S (06.720 NJ
OVER A 10 [254J X 20 [509j AREA AND
MIST PASS A MINIMUM STATIC TEST LOAD
45.146 LBS. [200,800 NI.
3. DIMENSIONS IN BRACKETS ARE IN
MILLIMETERS UNLESS NOTED OTHERWISE.
5/8 PULLING EYE
1500,j [6672N] MAX
PULL OUT
(1 EACH END) cnNSTRIIf TinN NfTF5;
1.DEPTH OF EXCAVATION 15 4' DEEPER THAN
THE ULPTH OF THE HANOHOLE.
2.USE BASE GRAVEL NO LARGER THAN 1/2 '
3.PLACE HANDHOLE WITH COVER IN PLACE.
4.SET HANOHOIF FLUSH WITH GRADE
THE CONTRACTOR SHALL VISIT THE SITE
BEFORE BIDDING ON THE WORK
CONTAINED WITHIN THIS DESIGN PACKAGE.
DISCREPANCIES AND OMISSIONS SHALL BE
BROUGHT TO THE ENGINEER'S ATTENTION
PRIOR TO BIDDING.
-p B+T GRP
C ITYSWIT C H
it .ODUHTAIN LW.
MOUNTAIN LTD, WIRELES
1
U
U
z
FA#10142260
Z
p
O
V
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY:
GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
s L ►yti+rS� Fi
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.
ELECTRICAL DETAILS
SHEET NUMBER:
E-5
CASE # 20-08-GCCP-05794

0
132151_NCC019_CD (11).dwg — Sheet:E-5 — User: mspeedie — Oct
EXISTING TELCO/FIBER
SERVICE FROM LOCAL
DEMARCATION POINT
TELCO
BACKBOARD
ALARM
BLOCKS)
0
PROPOSED CIRCUIT
BREAKER TO FEED
AT&T (SERVICE
DISCONNECT) 200A,
240V, 2 POLE
00
El '
TVSS�
�T
C2 AWG—J_
SMGB
EXISTING 200A.
120/240V. 1 PHASE
SERVICE FROM UTILITY
COMPANY
0
AT&T I
LILY METER,
200A.
120/240V, 1
PHASE. 3W
SHELTER DISCONNECT.
200A, 120/240V, 10, Og
3W (WHERE
REQUIRED)
EXISTING
GROUND
ELECTRODE
O
SHELTER PANEL
'LCP', 200A, O
120/240VAC, 30
POLE, 10 KAIC, BOLT
ON BREAKERS
AUTOMATIC TRANSFER
SWITCH, 200A, 120/240V,
2P. 3W O
—0 0
ZUKW INUUSIKUIL UIt tL
GENERATOR BY GENERAL
MODEL: G007098-0 (STEEL)
POWER RATING: 120/240
VAC 0 1.0pf-20kW-
100/ 2P 83A
O
DC POWER
PLANT
(7) 0 PER
RECTIFIER WITH (1)
j8 GROUND FROM AC O
PANEL TO DC POWER
PLANT
CABLE AND CONDUIT SCHEDULE
MARK
CONDUIT
WIRES EACH CONDUIT
EQUIPMENT
FROM
TO
REMARKS
QTY.
SIZE
TYPE
QTY. SIZE GROUND SIZE
VOLTS
IMPS
SUB. CAT.
01
2'
PVC
3 /3/0 /4
240
200
AC POWER
SVC DISC
PNL
POWER TO SHELTER. SEE NOTE 8
0
1
0.-4"
PVC
WITH (3 1 INNEFOUCTS
— (1) 25 PR CAT se SHIELDED
— N2 FOR DC POWER FOR
--
--
1ELCO
DEMARC
FLX12
25 PAIR AND 24 VDC POWER FOR FIBER
3
1
2-1/2'
PVC
38 /8
—48
400
DC POWER
GEN DISC
DC POWER PLANT
GENERATOR POWER TO SHELTER, NOTE 8
4
1
1'
PVC
(7) #14 AND BELDEN
--
--
--
CNTL PNL
ATS
GENERATOR MAR11 CONTROL
GENERAL NOTES:
1. CONTRACTOR SHALL COORDINATE INCOMING SERVICES WITH LOCAL UTILITIES PRIOR TO
TRENCHING.
2. ALL CONDUCTORS SHALL BE COPPER. 75*C RATED (MIN.) AND CONDUCTOR INSULATION
SHALL BE THWN OR THHN.
3. ALL TERMINATIONS SHALL BE LISTED AND IDENTIFIED FOR USE WITH 75* C RATED
CONDUCTORS OPERATING AT 75*.
4. GROUND FAULT PROTECTION REQUIRED FOR UTILITY RECEPTACLES.
5. SERVICE NEUTRAL SHALL BE GROUNDED AT ONE LOCATION ONLY.
6. WHITE/NEUTRAL, GREEN/GROUND SHALL BE MAINTAINED THOUGH OUT THE SITE
ELECTRICAL SYSTEM (TAPE WILL NOT BE ACCEPTABLE).
7. EQUIPMENT LOCATED OUTSIDE OR EXPOSED TO MOISTURE SHALL BE NEMA 3R RATED.
8. CONTRACTOR SHALL USE RIGID METAL CONDUIT (RMC) OR INTERMEDIATE METAL CONDUIT
(IMC) WHERE POWER CONDUITS ARE EXPOSED. OTHERWISE, ALL CONDUITS SHALL BE
SCHEDULE 80 PVC. UNLESS OTHERWISE NOTED.
9. ALL NEWLY INSTALLED EQUIPMENT SHALL BE RATED AT 10K AIC MINIMUM, HIGHER
RATINGS SHALL BE REQUIRED WHERE AVAILABLE FAULT CURRENT EXCEEDS THIS VALUE.
EXACT FAULT CURRENT AVAILABLE SHALL BE COORDINATED WITH LOCAL UTILITY BASED
ON EXACT CONDITIONS (TRANSFORMER SIZE, PERCENT IMPEDANCE, LENGTH OF
CONDUCTORS, ETC.).
0
ELECTRICAL RISER DIAGRAM
NOTES BY SYMBOL
0 CONTRACTOR SHALL FURNISH AND INSTALL POWER CONDUCTORS FROM METER CENTER
TO SHELTER. METER WILL BE FURNISHED AND INSTALLED BY LOCAL UTILITY COMPANY.
0
CONTRACTOR SHALL PROVIDE AND INSTALL CIRCUIT BREAKER IN METER CENTER TO FEED
AT&T SHELTER. CIRCUIT BREAKER SHALL BE 200A, 240V, 2 POLL TYP AND AIC RATING
SHALL MATCH EXISTING.
O3 CONTRACTOR SHALL PROVIDE ALL CIRCUIT BREAKERS REQUIRED TO FEED AT&T
EQUIPMENT. CONTRACTOR SHALL LABEL ALL CIRCUIT BREAKERS WITH RESPECT TO SHAT
THEY FEED.
O LOAD CENTER IS EQUIPPED WITH TRANSFER SWITCH FOR GENERATOR CONNECTIONS.
BREAKERS ARE INTERLOCKED TO ALLOW ONLY 1 BREAKER CLOSED AT ANY GIVEN TIME.
p. CONTRACTOR SHALL PROVIDE AND INSTALL NAMEPLATE ON METER TO INDICATE 'AT&T.
NAMEPLATES SHALL BE PHENOLIC, WHITE LETTERS ON BLACK BACKGROUND.
b
6
6
CONTRACTOR SHALL BOND NEUTRAL TO GROUND AT ONE LOCATION ONLY PER NEC 250
AND LOCAL CODE REQUIREMENTS.
DO NOT BOND GENERATOR NEUTRAL TO GROUND OR GENERATOR FRAME. GENERATOR
NEUTRAL IS BONDED TO SERVICE ENTRANCE NEUTRAL BOND VIA SOURLY GROUNDED
ATS (OPEN TRANSITION, FLOATING NEUTRAL AT GENERATOR.
DISCONNECT IS FURNISHED WITH SHELTER. ON SITES WHERE SERVICE IS OBTAINED
FROM AN EXISTING SOURCE (METER CENTER), OR SERVICE DISCONNECT IS LOCATED ON
EQUIPMENT RACK, SHELTER DISCONNECT MAY BE OMITTED.
SCALE: N.T.S.
=IF B+T GRP
C ITYSWITCH
MOUNTAIN? LTD,
MOUNTAIN LTD, WIRELES
1
U
U
z
FA#10142260
E.
Z
p
0
V
0
C7
0
0
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
11
. .Z
'` "s
",
Q r�
SE
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,e"..IIf1111 61 ..5/ FJ
/PERSON,
IT IS A VIOLATION OF LAW FORANY UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
ELECTRICAL
RISER DIAGRAM
SHEET NUMBER:
E-6
CASE # 20-08-GCCP-05794

132151_NCC019_CD (11).dwg — Sheet:E-7 — User: mspeedie — Oct
0
PANEL SCHEDULE
IMREPOS
SZE
VOLT AMPS
LOAD
POLES
AMP
L1
L2
AMP
POLES
LOAD
VOLT AMPS
SIZE
POS
L1 L L2
L1
L2
1
#10
2000
RECTIFIER #1
2
30A
I
20A
1
EXT. GFCI CUTLETS
180
#12
2
—
3
2000
30A
2
RECTIFIER #2
2000
#10
4
5
#10
2000
RECTIFIER #3
2
30A
2000
6
—
7
2000
30A
2
RECTIFIER #4
2000
#10
8
9
#10
2000
RECTIFIER #5
2
30A
2000
10
—
11
•---___,
2000
30A
2
RECTIFIER
2000
#10
12
13
2000
14
17
16
17
18
20
21
Fr19
22
23
24
25
#12
3504
1 TON AC UNIT
2
20A
Prir
26
—
27
3504
20A
1
EXT. FLOOD UGHTS
70
#12
28
29
#12
480 APPLIANCE OUTLETS
1
20A
30
9984 9504
:SUB TOTAL VOLT AMPS
:SUB TOTAL VOLT AMPS
6180
6070
16,164
15.574
L2 VOLT AMPS
31,738
TOTAL VOLT AMPS
132.25
TOTAL AMPS
165.3
AMPS x 125X
181.9
x 110X 125X
AT&T ELECTRICAL PANEL SCHEDULE
SCALE: N.T.S.
B+T GRP
C ITYSWITCH
4
MOUNTAIN? LTD.
MOUNTAIN LTD, WIRELES
FA#10142260
E.
Z
p
O
V
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
11
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IT IS A VIOLATION OF LAW FDe-ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
AT&T ELECTRICAL
PANEL SCHEDULE
SHEET NUMBER:
E-7
CASE # 20-08-GCCP-05794

N
0
N
User: mspeedie
132151_NCC019_CD (11).dwg — Sheet:G-1
PROPOSED FENCE
AND GATE GROUNDING
(SEE SHEET G-3 FOR
DETAILS)
PROP. AT&T ICE
BRIDGE
EQUIPMENT PAD
GROUND RING
PROPOSED AT&T
EQUIPMENT WIC
CONNECT TO TOWER
GROUND RING
PROPOSED TOWER
GROUND RING PROPOSED 50' x 50'
FENCED COMPOUND
PROPOSED TOWER
0
GROUNDING PLAN
SCALE:
0'
10'
20'
30'
1 "=20'
40'
GROUNDING NOTES:
1. GROUNDING ELECTRODES SHALL BE CONNECTED IN A RING USING @ 2 AWG BARE TINNED
COPPER WIRE. THE TOP OF THE GROUND RODS AND THE RING CONDUCTOR SHALL BE 2'
BELOW FINISHED GRADE. GROUNDING ELECTRODES SHALL BE DRIVEN ON (10'-0" CENTERS
MIN - 15'-0" MAX).
2. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE GROUNDING
CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING MEANS/BONDING JUMPER SHALL
BE INSTALLED PER NEC ARTICLE 250.30.
3. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE GROUNDING
SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER SHALL INSPECT THE GROUNDING
SYSTEM PRIOR TO BACKFILLING.
#
GROUNDING NOTES
OCOPPER
O5/8"x10'
O
OGROUND
O
O#2
OGROUND
O
CLAD GROUND ROD (TYP)
5/8"x10' LONG
ROD W/ GROUND INSPECTION
TEST WELL (TYP)
#2 SOLID TINNED COPPER GROUND WIRE
LEAD FROM FENCE TO
PROPOSED TOWER GROUND RING
BOTTOM OF TOWER GROUND BAR
TINNED INSULATED LEAD
TO TOWER STEEL
LEAD TO H-FRAME AND
ALL EQUIPMENT ON H-FRAME (TYP)
MASTER GROUND BAR
GROUNDING LEGEND
- 5/8"x10'-0" COPPER CLAD GROUND
ROD WITH INSPECTION WELL (FIELD
VERIFY LOCATION WITH MANAGER)
®-5/8"x10'-0" COPPER CLAD GROUND
ROD AT 15.-0" MAX. CENTERS
• -MECHANICAL CONNECTION
• -EXOTHERMIC WELD (CAD WELD)
- #2 SOLID COPPER TINNED WIRE
UNLESS NOTED OTHERWISE
THE CONTRACTOR SHALL VISIT THE SITE
BEFORE BIDDING ON THE WORK CONTAINED
WITHIN THIS DESIGN PACKAGE.
DISCREPANCIES AND OMISSIONS SHALL BE
BROUGHT TO THE ENGINEER'S ATTENTION
PRIOR TO BIDDING.
CALL NORTH CAROLINA ONE CALL(
r► I [phone]�
CALL 3 WORKING DAYS
BEFORE YOU DIG!
=IF B+T GRP
C ITYSWITCH
APIE,
MOUNTAIN? LTD.
MOUNTAIN LTD, WIRELES
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FA#10142260
O
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PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
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IT IS A VIOLATION OF LAW ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
GROUNDING PLAN
SHEET NUMBER:
G-1
CASE # 20-08-GCCP-05794

N
0
N
132151_NCC019_CD (11).dwg — Sheet:G-2 — User: mspeedie —
GROUNDING NOTES:
1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL
ELECTRICAL CODE.
2. ALL GROUNDING DEVICES SHALL BE U.L APPROVED OR LISTED FOR
THEIR INTENDED USE.
3. ALL WIRES SHALL BE AWG THHN/THWN COPPER UNLESS NOTED
OTHERWISE.
4. GROUNDING CONNECTIONS TO GROUND RODS, GROUND RING WIRE,
TOWER BASE AND FENCE POSTS SHALL BE EXOTHERMIC
("CADWELDS") UNLESS NOTED OTHERWISE. CLEAN SURFACES TO
SHINY METAL. WHERE GROUND WIRES ARE CADWELDED TO
GALVANIZED SURFACES, SPRAY CADWELD WITH GALVANIZING PAINT.
5. GROUNDING CONNECTIONS TO GROUND BARS ARE TO BE TWO -HOLE
BRASS MECHANICAL CONNECTORS WITH STAINLESS STEEL HARDWARE
(INCLUDING SCREW SET) CLEAN GROUND BAR TO SHINY METAL
AFTER MECHANICAL CONNECTION, TREAT WITH PROTECTIVE
ANTIOXIDANT COATING.
6. GROUND COAXIAL CABLE SHIELDS AT BOTH ENDS WITH
MANUFACTURER'S GROUNDING KITS.
7. ROUTE GROUNDING CONDUCTORS THE SHORTEST AND STRAIGHTEST
PATH POSSIBLE. BEND GROUNDING LEADS WITH A MINIMUM 12"
RADIUS.
8. INSTALL #2 AWG GREEN -INSULATED STRANDED WIRE FOR ABOVE
GRADE GROUNDING AND #2 BARE TINNED COPPER WIRE FOR
BELOW GRADE GROUNDING UNLESS OTHERWISE NOTED.
9. REFER TO GROUNDING PLAN FOR GROUND BAR LOCATIONS.
GROUNDING CONNECTIONS SHALL BE EXOTHERMIC TYPE
("CADWELDS") TO ANTENNA MOUNTS AND GROUND RING. REMAINING
GROUNDING CONNECTIONS SHALL BE COMPRESSION FITTINGS.
CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO -HOLE
LUGS.
10. THE GROUND ELECTRODE STSILM SHALL CONSIST OF DRIVEN
GROUND RODS POSITION ACCORDING TO GROUNDING PLAN. THE
GROUND RODS SHALL BE 5/8"X10'-0" COPPER CLAD STEEL
INTERCONNECTED WITH #2 BARE TINNED COPPER WIRE BURIED 36"
BELOW GRADE. BURY GROUND RODS A MAXIMUM OF 15' APART,
AND A MINIMUM OF 8' APART.
11. IF ROCK IS ENCOUNTERED GROUND RODS SHALL BE PLACED AT AN
OBLIQUE ANGLE NOT TO EXCEED 45'.
12. EXOTHERMIC WELDS SHALL BE MADE IN ACCORDANCE WITH ERICO
PRODUCTS BULLETIN A -AT.
13. CONSTRUCTION OF GROUND RING AND CONNECTIONS TO EXISTING
GROUND RING SYSTEM SHALL BE DOCUMENTED WITH PHOTOGRAPHS
PRIOR TO BACKFILUNG SITE. PROVIDE PHOTOS TO THE AT&T
CONSTRUCTION MANAGER.
14. ALL GROUND LEADS EXCEPT THOSE TO THE EQUIPMENT ARE TO BE
#2 BARE TINNED COPPER WIRE. ALL EXTERIOR GROUND BARS
TINNED COPPER.
15. PRIOR TO INSTAWNG LUGS ON GROUND WIRES, APPLY THOMAS &
BETTS KOPR-SHIELD (TM OF JET LUBE INC.). PRIOR TO BOLTING
GROUND WIRE LUGS TO GROUND BARS, APPLY KOPR-SHIELD OR
EQUAL.
16. ENGAGE AN INDEPENDENT ELECTRICAL TESTING FIRM TO TEST AND
VERIFY THAT IMPEDANCE DOES NOT EXCEED FIVE OHMS TO GROUND
BY MEANS OF "FALL OF POTENTIAL TEST". TEST SHALL BE
WITNESSED BY A METROPCS REPRESENTATIVE, AND RECORDED ON
THE "GROUND RESISTANCE TEST" FORM.
17. WHERE BARE COPPER GROUND WIRES ARE ROUTED FROM ANY
CONNECTION ABOVE GRADE TO GROUND RING, INSTALL WIRE IN
3/4" PVC SLEEVE, FROM 1' BELOW GRADE AND SEAL TOP WITH
SILICONE MATERIAL.
18. PREPARE ALL BONDING SURFACES FOR GROUNDING CONNECTIONS
BY REMOVING ALL PAINT AND CORROSION DOWN TO SHINY METAL.
FOLLOWING CONNECTION, APPLY APPROPRIATE ANTI -OXIDIZATION
PAINT.
19. ANY SITE WHERE THE EQUIPMENT (BTS, CABLE BRIDGE, PPC,
GENERATOR, ETC.) IS LOCATED WITHIN 6 FEET OF METAL FENCING,
THE GROUND RING SHALL BE BONDED TO THE NEAREST FENCE
POST USING (3) RUNS OF #2 BARE TINNED COPPER WIRE.
TYPE TA
TYPE VN
TYPE VB TYPE PT
TYPE NC
TYPE GT
TYPE SS
TYPE GY
CABLE COLOR CODING NOTES:
1. SECTOR ORIENTATION/AZIMUTH WILL VARY FROM REGION AND IS
SITE SPECIFIC. REFER TO RF REPORT FOR EACH SITE TO
DETERMINE THE ANTENNA LOCATION AND FUNCTION OF EACH TOWER
SECTOR FACE.
2. THE ANTENNA SYSTEM CABLES SHALL BE LABELED WITH VINYL TAPE
EXCEPT IN LOCATIONS WHERE ENVIRONMENTAL CONDITIONS CAUSE
PHYSICAL DAMAGE, THEN PHYSICAL TAGS ARE PREFERRED.
3. THE STANDARD IS BASED ON EIGHT COLORED TAPES - RED, BLUE,
GREEN, YELLOW, ORANGE, BROWN, WHITE & VIOLET. THESE TAPES
MUST BE 3/4" WIDE & W RESISTANT SUCH AS SCOTCH 35 VINYL
ELECTRICAL COLOR CODING TAPE AND SHOULD BE READILY
AVAILABLE TO THE ELECTRICIAN OR SUBCONTRACTOR ON SITE.
4. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLES BY
SECTOR AND NUMBER AS SHOWN ON "CABLE MARKING COLOR
CONVENTION TABLE".
5. WHEN AN EXISTING COAXIAL LINE THAT IS INTENDED TO BE A
SHARED LINE BETWEEN GSM/3G AND IS-136 TDMA IS
ENCOUNTERED, THE SUBCONTRACTOR SHALL REMOVE THE EXISTING
COLOR CODING SCHEME AND REPLACE IT WITH THE COLOR CODING
AND TAGGING STANDARD THAT IS OUTLINED IN THE CURRENT
VERSION OF ND-00027. IN THE ABSENCE OF AN EXISTING COLOR
CODING TAGGING SCHEME, OR WHEN INSTAWNG PROPOSED COAXIAL
CABLES, THIS GUIDELINE SHALL BE IMPLEMENTED AT THAT SITE
REGARDLESS OF TECHNOLOGY.
6. ALL COLOR CODE TAPE SHALL BE 3M-35 AND SHALL BE A
MINIMUM OR (3) WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED
AND SMOOTHED OUT SO AS TO AVOID UNRAVELING.
7. ALL COLOR BANDS INSTALLED AT THE TOP OF TOWER SHALL BE A
MINIMUM OF 3" WIDE AND SHALL HAVE A MINIMUM OF 3/4" OF
SPACE IN BETWEEN EACH COLOR.
8. ALL COLOR CODES SHALL BE INSTALLED AS TO ALIGN NEATLY WITH
ONE ANOTHER FROM SIDE TO SIDE.
9. IF EXISTING CABLES AT THE SITE ALREADY HAVE A COLOR CODING
SCHEME AND THEY ARE NOT INTENDED TO BE REUSED OR SHARED
WITH THE GSM TECHNOLOGY, THE EXISTING COLOR CODING SCHEME
SHALL REMAIN UNTOUCHED.
CABLE MARKING TAGS:
WHEN USING THE ALTERNATIVE LABELING METHOD, EACH RF CABLE
SHALL BE IDENTIFIED WITH A METAL ID TAG MADE OF STAINLESS STEEL
OR BRASS. THE TAG SHALL BE 1-1/2" IN DIAMETER WITH 1/4"
STAMPED LETTERS AND NUMBERS INDICATION THE SECTOR, ANTENNA
POSITION AND CABLE NUMBER. ID MARKING LOCATIONS SHOULD BE AS
PER "CABLE MARKING LOCATIONS TABLE". THE TAG SHOULD BE
ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE AT THE
SAME LOCATION AS DEFINED ABOVE. THE TAG SHOULD BE LABELED AS
SHOWN ON THE "GSM AND UMTS LINE TAG" DETAIL
CABLE MARKING LOCATIONS TABLE
NO.
LOCATIONS
1
EACH JUMPER SHALL BE COLOR CODED WITH (1) SET OF 3" WIDE
BANDS.
OBANDS
EACH MAIN COAX SHALL BE COLOR CODED WITH (1) SET OF 3" WIDE
AT THE TOP JUMPER CONNECTION AND WITH (1) SET OF 3/4"
WIDE COLOR BANDS PRIOR TO ENTERING THE BTS OR SHELTER.
OCABLE
ENTRY PORT ON THE INTERIOR OF SHELTER.
O4
ALL BOTTOM JUMPERS SHALL BE COLOR CODED WITH (1) SET OF
3/4" WIDE BANDS ON EACH END OF THE BOTTOM JUMPER.
OALL BOTTOM JUMPERS SHALL BE COLOR CODED WITH (1) SET OF
3/4" WIDE BANDS ON EACH END OF THE BOTTOM JUMPER.
TYPE W
tik
TYPE VS
TYPE GR TYPE GL
CADWELD GROUNDING CONNECTION DETAILS
SCALE: N.T.S.
TOP OF
TOWER
PROPOSED PROPOSED
/ ANTENNA MOUNT ANTENNA
AWG SOLID TINNED
COPPER WIRE (TYP)
PROPOSED SECTOR
GROUND BAR
STAINLESS STEEL
HARDWARE
GROUNDING
CABLE
PROPOSED
EQUIPMENT
PROPOSED
JUMPER
ANTENNA & CABLE GROUNDING
SCALE: N.T.S.
TWO HOLE COPPER
COMPRESSION TERMINAL
GROUNDING BAR
ELEVATION
SECTION "A -A"
FLAT WASHER
(TYP)
1/2"x1 1/2" HEX BOLT
(TYP, STAINLESS STEEL)
EXPOSED BARE COPPER TO BE
KEPT TO ABSOLUTE MINIMUM, NO
INSULATION ALLOWED WITHIN THE
COMPRESSION TERMINAL (TYP)
NOTE*
1. "DOUBLING UP" OR "STACKING" OF CONNECTIONS IS NOT PERMITTED.
2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS.
CTYPICAL GROUND BAR CONNECTION DETAIL
SCALE: N.T.S.
GROUNDING
STRAP
FIGURE l
O
GRADE
1
CO
M
GROUND WIRE
CAD WELD
5/8"0 x 10'
LONG COPPER CLAD
STEEL GROUND
ROD
GROUNDING ROD DETAIL
SCALE: N.T.S.
S/S NUT
S/S BELLEVILLE
WASHER
1�1 11
• M AII01
'E_MLAT E COPPER BUSS � 1i1 1i1 S/S FWASHER
HEAT SHRINK (CLEAR)
1/8" MIN.
1/4" MIN.
S/S BOLT
(1 OF 2
EOM:
S/S FLAT
WASHER
LABEL
HEAT SHRINK (CLEAR)
"DO NOT DISCONNECT" TAG ON
ALL GROUND BAR INTERCONNECTS
1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING BELLEVILLES.
COAT ALL SURFACES WITH ANTI -OXIDATION COMPOUND BEFORE MATING.
2. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER
BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH ANTI -OXIDATION
COMPOUND.
3. COAT ALL BARRELS WITH ANTI -OXIDATION COMPOUND BEFORE CRIMPING.
GENERAL LUG DETAIL
SCALE: N.T.S.
FIGURE 2
GROUNDING
LUG
ADJUSTABLE STRAP
GROUNDING CLAMP
JACKET TRIM AREA
FIGURE 3
FIGURE 6
ELECTRICAL TAPE
OVER THE
PUTTY TAPE
PUTTY TAPE
15/16" HEX
ROUNDING CLAMP
SLOT FOR
HODE CLAMP
STAINLESS STEEL
HODE CLAMP
GROUNDING
STAP ASSEMBLY
FIGURE 4
00r Al
PF
FIGURE 7
CGROUNDING STRAP WEATHERPROOFING DETAIL
SCALE: N.T.S.
B+T GRP
C ITYSWTCH
MOUNTAIN? LTD.
MOUNTAIN LTD, WIRELES
FA#10142260
Z
0
V
0
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
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IT IS A VIOLATION OF LAW FORANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
GROUNDING
DETAILS
SHEET NUMBER:
G-2
CASE # 20-08-GCCP-05794

h
132151_NCC019_CD (11).dwg — Sheet:G-3 — User: mspeedie —
ANTENNA CABLES
MOUNTING PLATE FOR GROUND
BAR (TO SUIT) WITH TAMPER
RESISTANT FASTENERS
(PREFERRED) OR DRILL AND
TAP TOWER LEG FOR 1/4-20
STAINLESS STEEL BOLTS (2
REQ)
STAND-OFF INSULATORS
#2 BARE SOLID TINNED
COPPER GROUND WIRE
CADWELD CONNECTION
TO TOWER
0
TOWER
JUMP ICE BRIDGE SECTIONS.
UTILIZE #2 GREEN THHN
HYPRESS LUGS ON BOTH
SIDES WITH DOUBLE BOLT
CONNECTIONS (TYP)
- GK-GROUND KIT
BASE OF TOWER.
1/4"x4"x20" LG
"EMC" TAMPER
RESISTANT GALVANIZED
STEEL BUS BAR PART
#EM SGM420-BI-NR
(SEE DETAIL)
CONDUIT STRAPS
TO SUIT
NOTE:
ALL ICE BRIDGE POSTS.
EXTEND CONCRETE TO 6"
ABOVE GRADE AND
CROWN TOP
#2 BARE SOUD
TINNED COPPER
GROUND WIRE
14
6"0x42" MIN. DEPTH PVC TEST
WELL WITH HAND REMOVABLE PVC
TEST WELL COVER OR EQUIV.
4"+/—
JUMP ICE BRIDGE SECTIONS.
UTIUZE #2 GREEN THHN
HYPRESS LUGS ON BOTH
SIDES WITH DOUBLE BOLT
CONNECTIONS (TYP)
ANTENNA
CABLES
NEW ICE BRIDGE -\
JUMP ICE BRIDGE SECTIONS.
UTILIZE #2 GREEN THHN
HYPRESS LUGS ON BOTH
SIDES WITH DOUBLE BOLT
CONNECTIONS (TYP)
U
GALVANIZED
STEEL BUS BAR
GK-GROUND KIT /
EXTERIOR J
(2)-#2 BARE SOLID TINNED
COPPER GROUND WIRE IN 1" DIA. PVC
SCH. 40 CONDUIT (TYP).
EXTEND CONDUIT 6" BELOW GRADE.
CADWELD GROUND WIRE TO BUS BAR
Iii #2 BARE SOLID
TINNED COPPER
GROUND WIRE
tY
COAXIAL GROUNDING AT ICE BRIDGE
USE VSC-1T-V3C
VERTICAL CADWELD MOLD
36" MIN. OR 6"
TOP OF CRUSHED STONE
45' EXIT OUT OF BUILDING SLEEVED IN
1" PVC SCH. 40 CONDUIT, 18" BELOW GRADE
ALL GROUND LEADS GOING BELOW GRADE
NEED SLEEVED
CRUSHED GRAVEL
FINISHED GRADE
2'0 HOLE DRILLED
FOR GROUND RING
co
SCALE: N.T.S.
L TOP OF COMPOUND STONE
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✓e-,\•,,.(, `GEOTEXTILE FABRIC
1?
a DIRECT BURIAL CABLE OR CONDUIT
(POWER, CONTROL, TELEPHONE,
TELEMETERING, ETC)
JNSTALLATION
1. THE TAPE SHALL BE LAID DIRECTLY ABOVE THE CABLE OR CONDUIT UNDER RIGID
TYPE AND OIL MAT PAVEMENTS, AND DIRECTLY ON TOP OF THE COMPACTED EARTH
SUBGRADE IMMEDIATELY BEFORE RESTORING THE PAVEMENT.
2. IN OPEN AREAS, THE TAPE SHALL BE LAID DURING THE BACKFIWNG OPERATION ON
SMOOTH, COMPACTED BACKFILL AT A DISTANCE OF 8" BELOW THE SURFACE OF THE AREA.
3. THE ENDS OF THE TAPE SHALL BE LAPPED APPROXIMATELY SIX (6) INCHES.
4. TAPE SHALL BE THE COLOR AS INDICATED AND HAVE THE FOLLOWING MARKINGS:
RED
CAUTION CAUTION
BURIED ELECTRIC UNE BELOW
CAUTION
ORANGE
CAUTION CAUTION
BURIED TELEPHONE UNE BELOW
CAUTION
STANDARD MARKER TAPE DETAIL
SCALE: N.T.S.
„ ®er75"
:®•®®®®®•®®®•®®•®
®o®tmooecoomomom > 000k,
`gin . r=. ;;;;;;;;;.;;®;;;;;
20"
TOP OF GROUND
/%/, COPPER#2 AWG BARE TINNED LID
WIRE TEST LOOP
CADWELD GROUND RING TO ROD
/ / #2 AWG BARE TINNED SOLID
/\/ COPPER WIRE GROUND RING
4" TO 6"+/— OF
LOOSE GRAVEL
5/8"0X10'-0" LG.
COPPER CLAD STEEL
GROUND ROD
GROUND INSPECTION TEST WELL DETAIL
SCALE: N.T.S.
4 .469x.719 TYP
(41) PL
.265 IN HIGH CHARACTER,
STAMPING TO READ:
"PROPERTY AT&T
DO NOT RECYCLE"
0 .469x.719 TYP
(41) PL
+/- 4
go INCLUDE (2) EXTRA
TAMPER RESISTANT
IN BAG (AS SHOWN)
INSTALL IN SEAL TIGHT
OR PVC CONDUIT TO 18"
BELOW GRADE
VERTICAL POST
CONNECTED TO RING
TYPICAL FENCE
POST
FENCE FABRIC
VERTICAL CADWELD MOLD
(TYP)
NOTE:
CADWELD ALL LINE
FENCE POSTS
70
#2 BARE SOUD TINNED
COPPER WIRE
TYPICAL FENCE POST GROUNDING
SCALE: N.T.S.
NOTE:
#2 SOUD TINNED GROUND *6" ABOVE PROVIDE & INSTALL 1/4x4x12 ELECTRIC MOTION TINNED COPPER
BOTTOM OF METER BOARD FASTEN BUS BAR ON RED SEAL INSULATORS & STAINLESS STEEL
WITH UV RATED PLASTIC FASTENER; BRACKET FOR LANDING OF ALL GROUNDS AT UTILITY BOARD.
0 24" CENTERS ELCO GROUND COAT WITH ELECTRIC MOTION ANTI -THEFT COMPOUND.
2"
SHOWN INSTALLED
WITH HEAD REMOVED
(TAMPER RESISTANT)
TOWER LEG BUS BAR DETAIL
II1'I
#2 BST TO BUS BAR -VI 6J = — — —
CADWELD
(TYP)Thilli
5/8"x10' GROUND ROD
10. 0"
#2 BARE SOLID TINNED TO
GROUND RING AS SHOWN ON PLAN
(Dl1
3/4"x10' GROUND ROD
USE GTC-181T CADWELD
CONNECTION
METER BOARD UTILITY GROUNDING DETAIL
SCALE: N.T.S.
BOLT TO ANGLE IRON
(OR TOWER LEG)
TAMPER RESISTANT HARDWARE
(SEE ITEM #4)
2
4
02-009-0663-000
(SUB ASSEMBLY)
3/8-16x5/8" TORQUE SHEAR HEAD
BOLT IN A STANDARD 4x6 BAG INCLUDES:
(2) 3/8-16x5/8" TORQUE SHEAR HEAD
BOLT (NON -REMOVABLE) WITH VIBRSEAL;
STAINLESS STEEL (303) P/N 02-009-0603-000
(1) STANDARD 4"x6" BAG (P/N 03-009-0209-00)
1
3
02-009-0633-000
3/8-16x5/8" TORQUE SHEAR HEAD BOLT (NON-
REMOVABLE) WITH VIBRSEAL; STAINLESS STEEL (303)
2
2
03-009-0118-000
2"x2" INSULATOR; FIBERGLASS
2
1
02-009-0672-000
20' GROUND BAR; STEEL: GALVANIZED
1
REM
PART NO.
DESCRIPTION
REQ
si»IC'
° Gimirliaggi
warm a con
PART /EII SGM420-81-NR
SCALE: N.T.S.
O
#2 SOLID WITH ±10'-0" LONG
TAIL AT THIS LOCATION FOR
ELECTRIC GROUND
CADWELD
WIRE TO POSTS
#2 STRANDED GREEN
COPPER WIRE
GATE GROUNDING DETAIL
SCALE: N.T.S.
B+T GRP
CITYSWIT CH
MOUNTAIN? LTD.
MOUNTAIN LTD, WIRELES
FA#10142260
Z
0
O
V
O
0
0
0
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
,<;%%%s;R.F-e5 IpN:/...
7
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A.
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IT IS A VIOLATION OF LAW Foe-MY(PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
GROUNDING
DETAILS
SHEET NUMBER:
G-3
CASE # 20-08-GCCP-05794

E
E
D
132151_NCC019_CD (11).dwg — She
PROPOSED 25' WIDE
INGRESS/EGRESS EASEMENT
PROPOSED 10' WIDE
UTILITIES EASEMENT
PROPOSED 14' WIDE /
GRAVEL ACCESS ROAD/
/
/
/
/
/
/
/
/
0
/
/
/
LANDSCAPE PLAN
SCALE:
0'
1///////////////////
%////////////////
15'
30'
45'
TYPE A 40'
LANDSCAPE
BUFFER
WETLAND LIMITS
• 0
PROPOSED 50' x 50'
FENCED COMPOUND
0 ,
•
1"=30'
60'
PROPOSED 130' x 130'
LEASE PARCEL
LANDSCAPE DESIGN NOTES:
1. A ROW OF PINUS TAEDA (LOBLOLLY PINE) SHADE TREES A MINIMUM OF
EIGHT (8) FEET TALL WITH TWO (2) INCHES IN CALIPER, AND A MAXIMUM
OF TWENTY (25) FEET APART; 4 TREES PER 100' OF PERIMETER, SHALL
BE PLANTED ADJACENT TO THE PERIMETER OF THE FENCE.
2. AN IRREGULAR ROW OF QUERCUS LYRATA (OVERCUP OAK), A MINUMUM
OF FOUR (4) FEET TALL WITH ONE (1) INCH IN CALIPER, MEASURED 6"
ABOVE GRADE WHEN PLANTED; 10 TREES PER 100' OF PERIMETER, SHALL
BE PLANTED EVENLY WITHIN THE LANDSCAPE BUFFER AREA.
3. AUCUBA JAPONICA (JAPANESE AUCUBA) AT LEAST EIGHTEEN (18) INCHES
HIGH AT PLANTING CAPABLE OF GROWING TO AT LEAST THIRTY—SIX (36)
INCHES IN HEIGHT WITHIN EIGHTEEN (18) MONTHS SHALL BE PLANTED IN
FRONT OF THE TREE LINE REFERENCED ABOVE.
4. TOWER LANDSCAPING COMPLIES WITH GUILFORD COUNTY ORDINANCE
LANDSCAPE REQUIREMENTS.
5. SITE ADDRESS SHALL BE POSTED AT TIME OF INSPECTION.
6. SEE ADDITIONAL LANDSCAPING/IRRIGATION NOTES ON SHT L-2.
PLANT MATERIAL SCHEDULE
OTY
BOTANICAL NAME
COMMON NAME
13
PINUS TAEDA
LOBLOLLY PINE
26
OUERCUS LYRATA
OVERCUP OAK
81
AUCUBA JAPONICA
JAPANESE AUCUBA
LEGEND
0
PINUS TAEDA
(LOBLOLLY PINE)
QUERCUS LYRATA
(BLACKJACK OAK)
AUCUBA JAPONICA
(JAPANESE AUCUBA)
THE CONTRACTOR SHALL VISIT THE SITE
BEFORE BIDDING ON THE WORK
CONTAINED WITHIN THIS DESIGN PACKAGE.
DISCREPANCIES AND OMISSIONS SHALL BE
BROUGHT TO THE ENGINEER'S ATTENTION
PRIOR TO BIDDING.
=IF B+T GRP
CITYSWIT CH
AllEv
MOUNTAIN? LTD.
MOUNTAIN LTD, WIRELES
G1
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FA#10142260
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Z
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PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
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IT IS A VIOLATION OF LAW FORANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
LANDSCAPE &
IRRIGATION PLAN
SHEET NUMBER:
L-1
CASE # 20-08-GCCP-05794

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132151_NCC019_CD
LANDSCAPE DESIGN NOTES:
1. A ROW OF PINUS TAEDA (LOBLOLLY PINE) SHADE TREES A MINIMUM OF
EIGHT (8) FEET TALL WITH TWO (2) INCHES IN CALIPER, AND A MAXIMUM
OF TWENTY (25) FEET APART; 4 TREES PER 100' OF PERIMETER, SHALL
BE PLANTED ADJACENT TO THE PERIMETER OF THE FENCE.
2. AN IRREGULAR ROW OF QUERCUS LYRATA (OVERCUP OAK), A MINUMUM
OF FOUR (4) FEET TALL WITH ONE (1) INCH IN CALIPER, MEASURED 6"
ABOVE GRADE WHEN PLANTED; 10 TREES PER 100' OF PERIMETER, SHALL
BE PLANTED EVENLY WITHIN THE LANDSCAPE BUFFER AREA.
3. AUCUBA JAPONICA (JAPANESE AUCUBA) AT LEAST EIGHTEEN (18) INCHES
HIGH AT PLANTING CAPABLE OF GROWING TO AT LEAST THIRTY-SIX (36)
INCHES IN HEIGHT WITHIN EIGHTEEN (18) MONTHS SHALL BE PLANTED IN
FRONT OF THE TREE LINE REFERENCED ABOVE.
4. TOWER LANDSCAPING COMPLIES WITH GUILFORD COUNTY ORDINANCE
LANDSCAPE REQUIREMENTS.
5. SITE ADDRESS SHALL BE POSTED AT TIME OF INSPECTION.
6. SEE ADDITIONAL LANDSCAPING/IRRIGATION NOTES.
2 X 2 PT.
WD. STAKE
6" BAILED
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RUBBER HOSE TIED
TO TREE & STAKE
WITH WIRE
GRADE AT WHICH TREE
GREW AT NURSERY
BACKFILL WITH PLANTING
SOIL AND TOP W/ PINE
STRAW MULCH
REMOVE TOP 1/3 OF
BURLAP
TAMP TO PREVENT
SETTLEMENT
TREE PLANTING DETAIL
NOT TO SCALE
IRRIGATION NOTES:
1. THE CONTRACTOR MUST MAINTAIN THE LANDSCAPING FOR 1 YEAR FROM THE DATE OF
CONSTRUCTION COMPLETION. THIS INCLUDES BUT IS NOT LIMITED TO WATERING AND INSURING
THAT THE LANDSCAPING DO NOT DIE. IF ANY OF THE LANDSCAPING DIES WITHIN THE 1 YEAR
TIME FRAME, THE CONTRACTOR MUST REPLACE IT WITH EQUIVALENT LANDSCAPING WITHIN 30
DAYS OF OBSERVING THE DEAD PLANT MATERIAL. CONTRACTOR SHALL UTILIZE A WATER
TRUCK TO PROVIDE IRRIGATION. LANDSCAPING WILL BE WATERED A MINIMUM OF TWICE
WEEKLY FOR 3-6 MONTHS UNTIL FULLY ESTABLISHED. EACH TREE TO RECEIVE 3 TO 6
GALLONS OF WATER EACH TIME IT IS IRRIGATED AND SHRUBS TO RECEIVE TO 2 GALLONS
PER IRRIGATION. ALL WATERING TO BE IN ACCORDANCE WITH NCSU Ag EXTENSION
RECOMMENDATIONS. AFTER THIS 1 YEAR ESTABLISHMENT PERIOD, THE LANDOWNER OF
RECORD SHALL BE RESPONSIBLE FOR THE PERPETUAL MAINTENANCE OF THE LANDSCAPING.
2. LEASE OWNER SHALL BE RESPONSIBLE FOR ALL IRRIGATION MAINTENANCE THROUGH THE LIFE
OF THE PROJECT.
3. SEE ADDITIONAL LANDSCAPING/IRRIGATION NOTES BELOW.
ADDITIONAL LANDSCAPING / IRRIGATION NOTES:
1. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH GUILFORD COUNTY RECOMMENDED PLANT LIST
FOR MINIMUM LANDSCAPE BUFFER REQUIREMENTS.
2. SIZES SPECIFIED IN THE PLANT LIST ARE MINIMUM SIZES TO WHICH THE PLANTS ARE TO BE INSTALLED.
TRUNK CALIPER IS MEASURED SIX INCHES ABOVE THE GROUND ON TREES.
3. ALL LANDSCAPING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE GUILFORD COUNTY
ORDINANCE LANDSCAPE REQUIREMENTS AND IN ACCORDANCE WITH CURRENT INDUSTRY STANDARDS IN A
NEAT, HEALTHY, AND WEED FREE CONDITION.
4. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL PLANT BED AREAS HAVE
PROPER DRAINAGE FOR OPTIMUM GROWTH OF LANDSCAPE MATERIAL BEFORE INSTALLATION BEGINS.
5. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL UNDERGROUND AND
OVERHEAD UTILITIES. PLANT MATERIAL IS TO BE LOCATED SUCH THAT IT WILL NOT INTERFERE WITH ANY
UNDERGROUND OR OVERHEAD UTILITIES.
6. ALL PLANT BEDS AND TREE RINGS SHALL BE TREATED WITH A PRE -EMERGENT HERBICIDE AND THEN
TOP -DRESSED WITH 3" DEEP PONE CARK MULCH. ALL NEW TREES SHALL HAVE A TREE RING WITH A
MINIMUM 24" RADIUS. ALL NEW TREES AND PALMS SHALL BE STAKED.
7. THE CONTRACTOR MUST MAINTAIN THE LANDSCAPING FOR 1 YEAR FROM THE DATE OF CONSTRUCTION
COMPLETION. THIS INCLUDES BUT IS NOT LIMITED TO WATERING AND INSURING THAT THE LANDSCAPING
DO NOT DIE. IF ANY OF THE LANDSCAPING DIES WITHIN THE 1 YEAR TIME FRAME, THE CONTRACTOR
MUST REPLACE IT WITH EQUIVALENT LANDSCAPING WITHIN 30 DAYS OF OBSERVING THE DEAD PLANT
MATERIAL. LANDSCAPING WILL BE WATERED A MINIMUM OF TWICE WEEKLY FOR 3-6 MONTHS UNTIL
FULLY ESTABLISHED. EACH TREE TO RECEIVE 3 TO 6 GALLONS OF WATER EACH TIME IT IS IRRIGATED
AND SHRUBS TO RECEIVE 1 TO 2 GALLONS PER IRRIGATION. ALL WATERING TO BE IN ACCORDANCE
WITH NCSU Ag EXTENSION RECOMMENDATIONS. AFTER THIS 1 YEAR ESTABLISHMENT PERIOD, THE
LANDOWNER OF RECORD SHALL BE RESPONSIBLE FOR THE PERPETUAL MAINTENANCE OF THE
LANDSCAPING.
8. CONTRACTOR MUST CONFIRM LANDSCAPE REQUIREMENTS AND SPECIFICATIONS WITH LOCAL JURISDICTION.
9. IF EXISTING TREES REMAIN, LOCATION/SPACING OF NEW TREES MAY BE MODIFIED TO AVOID CONFLICT.
10. ALL REPLACEMENT TREES SHALL BE A MINIMUM OF 3' FEET FROM A PROPERTY LINE AND 6' FEE FROM
ANY UTILITIES (ABOVE OR BELOW GROUND). ALL TREES PLANTED AND PRUNED MUST ADHERE TO THE
ANSI A300 STANDARDS AND MUST HAVE ADEQUATE ROOM, WHEN PLANTED, TO MATURE FREELY.
11. CONTRACTOR SHALL REMOVE ALL NUISANCE, EXOTIC PLANT MATERIAL. REMOVAL OF NUISANCE, EXOTIC
PLANT SPECIES THAT BECOME REESTABLISHED WITHIN COMMON, AND OPEN SPACES, SHALL BE
CONTINUED FOR THE LIFE OF THE PROJECT.
12. IRRIGATION HAS BEEN DESIGNED IN ACCORDANCE WITH GUILFORD COUNTY DESIGN GUIDELINES, SECTIONS
8 AND 9. INSTALLATION SHALL CONFORM WITH SECTIONS 8-9 OF DESIGN GUIDELINES.
13. THE IRRIGATION DESIGN IN THIS PLAN IS A TEMPORARY SYSTEM.
14. SITE ADDRESS SHALL BE POSTED AT TIME OF INSPECTION.
15. ALL NEW LANDSCAPING MUST BE MAINTAINED FOR THE LIFE OF THE USE. THIS INCLUDES BUT IS NOT
LIMITED TO WATERING AND INSURING THAT THE LANDSCAPING DO NOT DIE. IF ANY OF THE LANDSCAPING
DIES WITHIN THE 1 YEAR TIME FRAME, THE CONTRACTOR MUST REPLACE IT WITH EQUIVALENT
LANDSCAPING WITHIN 30 DAYS OF OBSERVING THE DEAD PLANT MATERIAL. LANDSCAPING WILL BE
WATERED A MINIMUM OF TWICE WEEKLY FOR 3-6 MONTHS UNTIL FULLY ESTABLISHED. BEYOND 3
MONTHS, EACH TREE TO RECEIVE 3 TO 6 GALLONS OF WATER EACH TIME IT IS IRRIGATED AND SHRUBS
TO RECEIVE 1,4 TO 2 GALLONS PER IRRIGATION. ALL WATERING TO BE IN ACCORDANCE WITH NCSU Ag
EXTENSION RECOMMENDATIONS. THIS IRRIGATION SCHEDULE SHALL CONTINUE THROUGH THE LIFE OF THE
PROJECT AND SHALL BE REEVALUATED ANNUALLY TO INSURE PROPER VEGETATION HEALTH. THE LEASE
OWNER OF RECORD SHALL BE RESPONSIBLE FOR THE PERPETUAL MAINTENANCE OF THE LANDSCAPING.
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FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
9
06/04/21
MAS
CONSTRUCTION
10
10/22/21
MAS
CONSTRUCTION
11
10/25/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
a Q �
IT IS A VIOIATON OF LAW FOR ANY PERSON. UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
LANDSCAPE &
IRRIGATION PLAN
SHEET NUMBER:
L-2
CASE # 20-08-GCCP-05794