20201102 Ver 1_Notification of Design Change_20210409

Strickland, Bev
From: Elliott York <[e-mail]>
Sent: Friday, April 9, 2021 1:09 PM
To: [e-mail]; Homewood, Sue
Cc: Jessica McDonald
Subject: [External] NWP39_SAW-2019-01884 - Proposed Changes to Permit for the 174P0173
(MAY) site (10142260) - R&A #44468
Attachments: 132151_NCC019_CD (8) 2021-03-19 (REDUCED).pdf
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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,
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]
i

SITE NAME: NCC019
FA NUMBER: 10142260 / AT&T SITE ID: 174-173
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
GUILFORD COUNTY
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
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 2015
IBC 2015
IMC 2015
NEC 2017
PROPOSED 220' SELF SUPPORT TOWER
FINAL DEVELOPMENT PLANS
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 12' 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.
C IT
DRAWING INDEX
SHEET #
SHEET DESCRIPTION
T-1
TITLE SHEET
GN-1
GENERAL NOTES
1-3
SURVEY
C-0
OVERALL PARCEL PLAN
C-1
OVERALL SITE PLAN
C-2.1
PROPOSED IMPROVEMENT PLAN
C-2.2
PROPOSED IMPROVEMENT PLAN
C-2.3
COMPOUND DIMENSION PLAN
C-3
WALK—IN CABINET DETAILS
C-3.1
GENERATOR DETAILS
C-4
TOWER ELEVATION & ANTENNA ORIENTATION
C-5
ANTENNA CONFIGURATION
C-6
RRH, ANTENNA & EQUIPMENT SPECIFICATIONS
C-7
RF PLUMBING DIAGRAM
C-8
DC / FIBER SYSTEM DIAGRAM
C-9 — C-9.3
ENGINEERING DETAILS
C-10
FENCE, GATE & COMPOUND DETAILS
C-11
SIGNAGE DETAILS
E-1
ELECTRICAL SITE PLAN
E-2
ELECTRICAL DETAIL PLAN
E-3
ELECTRICAL NOTES
E-4
UTILITY H—FRAME DETAILS
E-5
E-6
ELECTRICAL DETAILS
ELECTRICAL RISER DIAGRAM
E-7
AT&T ELECTRICAL PANEL SCHEDULE
G-1
GROUNDING PLAN
G-2 — G-3
GROUNDING DETAILS
L-1 — L-2
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��
[phone] Cj
CALL 3 WORKING DAYS
BEFORE YOU DIG!
B+T GRP
CIT 5 TCH
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MOUNTAINLTD.
MOUNTAIN LTD, WIRELES
FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
Z
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0
C7
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires•g,`0/21
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.
TITLE SHEET
SHEET NUMBER:
T-1
CASE # 20-08-GCCP-05794

E
0
0
0
0
E
132151_NCC019_CD (8).dwg — Sheet:GN-1 —
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.
CALL NORTH CAROLINA ONE CALL,
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BEFORE YOU DIG!
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CITYSWIT CH
MOUNTAIN,LTA
MOUNTAIN LTD, WIRELES
FA#10142260
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4226-ZZ1 C
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PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6`30`21
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SEA
R IS A VIOIAI1ON OF UW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
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 (VERT)
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)IEPOCH: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
RAN 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
Lit
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 3
15' LANDSCAPE
EASEMEN
SEE SHEET 2 FOR DET
I' PROPERTY LINE
N/F
KERI EMORY WHITE
PARCEL ID: 115369
ZONED: RS-30
DB R 7850 PG 186
Sa
fP
C. lP,c3�„R
9w,
6p, R�P �R
/ff�8Ds9P°4yROgO
73 EP MPH
PARENT PARCEL
N/F
LAWRENCE B. MAY
PARCEL ID: 115372
ZONED: AG -AGRICULTURAL
DB 2602 PG 384
N/F
SHERRY E. CASEY
PARCEL ID: 11535
ZONED: RS-30
DB4907PG171
C/L 25' ACCESS
EASEMENT
SEE SHEET 2 FOR DETAIL
N/F
DAVID W. &
SHIRLEY TATUM
PARCEL ID: 115373
ZONED: AG -AGRICULTURAL
N/A
IPF 3/8" RB
N/F
THE CITY OF
GREENSBORO
PARCEL ID: 217968
ZONED: PI -UNKNOWN
DB R 8059 PG 2437
SURVEYOR CERTIFICATION
tib3ti cy
KEELY RD
OR
Rp
oSITE
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: 02/18/20191
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 . 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 MAP IS CORRECT AND WAS DRAWN UNDER MY DIRECT SUPERVISION.
ANY VISIBLE ENCROACHMENTS ARE SHOWN HEREON.
DATE: APRIL 20, 2020
G. DARRELL TAYLOR, NORTH CAROLINA PROFESSIONAL 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 APPUCABLE 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
2
11/13/2019
CLOSEST RES. STRUCT.
3
04/20/2020
TITLE REVIEW - JHC
4
05/14/2020
SITE NAME - DMM
5
02/08/2020
UTIL/LAND ESMT. -DMM
SPECIFIC PURPOSE SURVEY PREPARED FOR:
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:
OF 3
(Point To Point P2P Current Jobs \2019190666NC-174173\190666NC.pro

LANDSCAPE EASEMENT DETAIL
POC: LANDSCAPE
15' LANDSCAPE —
EASEMENT
LINE
BEARING
DISTANCE
Ll
N13°57'46"E
15.00'
L2
S76°02'14"E
115.00'
L3
S13°57'46"W
130.00'
L4
N76°02'14"W
130.00'
L5
N13°57'46"E
40.00'
L6
S76°02'14"E
15.00'
L7
S13°57'46"W
25.00'
L8
S76°02'14"E
100.00'
L9
N13°57'46"E
100.00'
L10
N76°02'14"W
100.00'
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
RAN RIGHT OF WAY
RCP REINFORCED CONCRETE PIPE
RB REBAR
SD SIGHT DISTANCE
TBM TEMPORARY BENCHMARK
TS TOP SLOPE
UP UTILITY POLE
N/F
CHARLOTTE FOGLEMAN
PARCEL ID: 115371
ZONED: AG -AGRICULTURAL
DB R 6723 PG 30
C/L 10' UTILITY
EASEMENT
RIGHTS TO BE ACQUIRED
S31 °2B'09 "W
215.52'
S 13°57'46 "W
115.00'
S61 °53'33'E
61.17'
S76°02'14 '
12.50' (TIE)-
yS�L� TSB/ 4
co S
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727 '
.229
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N
-4,15' LANDSCAPE
EASEMENT
(SEE DETAIL)
v
v��> LEASE AREA
p RIGHTS TO BE ACQUIRED
TBM
ELEV: 738.9'
TS
BS
TS
fp
�3 ou
EP BS 4.Lr� Ts
S29° 13'40 "W
544.60'
N
GPSBASE
1
738
731
z-.736
— 735
733
/731-
\ \
vv vv
,A s
\ \ \ 1 \\ \\ \ 1
\ \ \ Q QSSQ
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
235„ fP MPH
fP
fSS
N/F
DAVID W. &
SHIRLEY TATUM
PARCEL ID: 115373
ZONED: AG -AGRICULTURAL
N/A
SITE INFORMATION
LEASE AREA = 10,000 SQUARE FEET (0.2296 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 3/8-, 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'
SURVEY NOT VALID WITHOUT SHEET 1 AND 3
NO.
DATE
REVISION
2
11/13/2019
CLOSEST RES. STRUCT.
3
04/20/2020
TITLE REVIEW - JHC
4
05/14/2020
SITE NAME - DMM
5
02/08/2020
UTIL/LAND ESMT. -DMM
SPECIFIC PURPOSE SURVEY PREPARED FOR:
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:
2
OF 3
E?Dropbox (Point To Pointl'P2P Current Jobs \2019\190666NC-174-173\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°28093" 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 76°02'14" EAST, 12.50 FEET TO A
POINT AND THE TRUE POINT OF BEGINNING; THENCE RUNNING, NORTH 13°57'46" EAST, 100.00 FEET TO A
POINT; THENCE, SOUTH 76°02'14" EAST, 100.00 FEET TO A POINT; THENCE, SOUTH 13°57'46' WEST, 100.00
FEET TO A POINT; THENCE, NORTH 76°02'14" WEST, 100.00 FEET TO A POINT AND THE POINT OF BEGINNING.
BEARINGS ARE BASED ON A NORTH CAROLINA GRID NORTH, NAD83.
SAID TRACT CONTAINS 0.2296 ACRES (10,000 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 61°53'33" EAST, 61.17 FEET TO AN ENDING POINT ON THE LEASE AREA.
BEARINGS ARE BASED ON A NORTH CAROLINA GRID NORTH, NAD83.
15' LANDSCAPE EASEMENT
TOGETHER WITH 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 76°02'14" EAST,
12.50 FEET TO A POINT; THENCE NORTH 13°57'46" EAST 100.00 FEET TO A POINT AND THE TRUE POINT
OF BEGINNING; THENCE RUNNING, NORTH 13°57'46" EAST, 15.00 FEET TO A POINT; THENCE, SOUTH
76°02'14" EAST, 115.00 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; THENCE, NORTH 13°57'46" EAST, 40.00 FEET
TO A POINT; THENCE, SOUTH 76°02'14" EAST, 15.00 FEET TO A POINT LOCATED ON THE LEASE AREA;
THENCE RUNNING WITH SAID LEASE AREA, SOUTH 13°57'46" WEST, 25.00 FEET TO A POINT; THENCE,
SOUTH 76°02'14' EAST, 100.00 FEET TO A POINT; THENCE, NORTH 13°57'46" EAST, 100.00 FEET TO A
POINT; THENCE, NORTH 76°02'14" WEST, 100.00 FEET TO A POINT; AND THE TRUE POINT OF BEGINNING.
BEARINGS ARE BASED ON A NORTH CAROLINA GRID NORTH, NAD83.
SAID TRACT CONTAINS 0.1274 ACRES (5,550 SQUARE FEET), MORE OR LESS
[SURVEY NOT VALID WITHOUT SHEES 1 AND 2J
NO.
DATE
REVISION
2
11/13/2019
CLOSEST RES. STRUCT.
3
04/20/2020
TITLE REVIEW - JHC
4
05/14/2020
SITE NAME - DMM
5
02/08/2020
UTIL/LAND ESMT. -DMM
SPECIFIC PURPOSE SURVEY PREPARED FOR:
MOUNTAIN, LTP
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:
3
OF 3
(Point To Point)W2P Current Jobs\201A190666NC-174

N
0
a
E
132151_NCC019_CD (8).dwg — Sheet:C-0 —
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
100.00
100.00
100.00
100.00
PROPOSED 50' x 50'
FENCED GRAVEL COMPOUND
PROPOSED 100' x 100'
LEASE PARCEL
N/F
WILLIAM C. & ALICE E.
FLYTHE
PARCEL ID: 115364
ZONED: RS-30
DB 3486 PG 739
L3
L7
WETLAND LIMITS
EXISTING 12" RCP
L6
PARENT TRACT
N/F
CAROLYN E. SMITH- ERR
& FRED RICHARD K RR
PARCEL ID: 11535
ZONED: RS-30
DB R 7908 PG 10 8
L2
+I
co
N
N
EXISTING RCP cAMpe /� P UR%
PROPOSED 10' WIDE / / ARFNT T���l ROAD
UTILITY EASEMENT
PROPOSED 14' WIDE
GRAVEL ACCESS ROAD
N/F
KERI EMORY WHITE
PARCEL ID: 115369
ZONED: RS-30
DB R 7850 PG 186
PROPOSED 15'
LANDSCAPE EASEMENT
N/F
SHERRY E. CASEY
PARCEL ID: 115356
ZONED: RS-30
DB 4907 PG 1711
PROPOSED 25' WIDE
INGRESS/EGRESS
EASEMENT
PARENT PARCEL
N/F
LAWRENCE B. MAY
PARCEL ID: 115372 ZONED:
AG -AGRICULTURAL
DB 2602 PG 384
EXIST. STREAM
N/F
DAVID W. & SHIRLEY TATUM
PARCEL ID: 115373
ZONED: AG -AGRICULTURAL
N/A
N/F
THE CITY OF GREENSBORO
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.
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. 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.
i000000000i
i000ioioiooii
ioiooioiooioii
i000000000i
60'
120'
180'
1"=120'
240'
CALL NORTH CAROLINA ONE
[phone]
CALL 3 WORKING DAYS
BEFORE YOU DIG!
CALLrr-
•
B+T GRP
CITYSWITCH
MOUNTAIN,LTD.
MOUNTAIN LTD, WIRELES
FA#10142260
0
z
0
4226-ZZ1 C
z
0
U
0
C7
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/3O/21
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.
OVERALL PARCEL
PLAN
SHEET NUMBER:
c-o
CASE # 20-08-GCCP-05794

N
0
a
a
E
132151_NCC019_CD (8).dwg — Sheet:C-1 —
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.
PROPOSED 10' WIDE
UTILITY EASEMENT
N/F
CHARLOTTE FOGLEMAN
PARCEL ID: 115371 ZONED:
AG -AGRICULTURAL
DB R 6723 PG 30
PROPOSED POWER
POLE & GUY ANCHOR
WETLAND LIMITS
EXISTING 12" RCP
PROPOSED OVERHEAD
FIBER & ELEC
PROPOSED POWER
POLE & GUY ANCHOR
EXISTING TREE
LINE L2
PROPOSED 50' x 50'
FENCED GRAVEL COMPOUND
PROPOSED 100' x 100'
LEASE PARCEL
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
100.00
100.00
100.00
100.00
L3
J
L7
0
L6
PARENT TRACT
OVERALL SITE PLAN
SCALE:
0'
cs NB�RTpN R
6�R,w�Ao
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
ACT
N/F
DAVID W. & SHIRLEY TATUM
PARCEL ID: 115373
ZONED: AG -AGRICULTURAL
N/A
PROPOSED 25' WIDE
INGRESS/EGRESS
EASEMENT
PARENT PARCEL
N/F
LAWRENCE B. MAY
PARCEL ID: 115372 ZONED:
AG -AGRICULTURAL
DB 2602 PG 384
WETLAND
PROPOSED AT&T 435
SQ FT LEASE AREA
i000000000i
,
i000000000i
50'
100'
150'
200'
N/F
SHERRY E. CASEY
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. 3710789600J DATED 6/18/2007.
CALL NORTH CAROLINA ONE
[phone]
CALL 3 WORKING DAYS
BEFORE YOU DIG!
CALL��1
•
B+T GRP
CITYSWITCH
MOUNTAIN,LTD.
MOUNTAIN LTD, WIRELES
z
FA#10142260
O
z
O
4226-ZZ1 C
U
z
a
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/3O/21
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.
OVERALL SITE
PLAN
SHEET NUMBER:
c-1
CASE # 20-08-GCCP-05794

E
0
N
0
8
E
132151_NCC019_CD (8).dwg — Sheet:C-2.1 —
/
PROPOSED 197 LF±
14' WIDE GRAVEL
ACCESS ROAD
PROP. 10' UTILITY EASEMENT
FG=744.7
FG=745.2
FG=747.1
FG=747.6
L A /
12' DOUBLEN
SWING GATE
FG=749.0
FG=748.4
FG=748.6
///AT CH`INE (Bo
RII
\ PROPOSED 25 WIDE
INGRESS/EGRESS
EASEMENT
\ �L
PROP. UNDERGROUND
\ELEC.
PROP. UNDERGROUND
\ TELCO
/ \\ \ \
\
\ \ \
\ k \
\ \ PROPOSED AT&T 240
SQ. FT. LEASE AREA
FG=747.2
FG=745.7
FG=749.0
\ \
PROPOSED
\ H-FRAME
PROPOSED 220'SELF
FENCED COMPOUND
\ \
30-, PROPOSED 100' x 100'
LEASE AREA \
\ \ \UN \
w \-?
1,)
\
TOC=747.48
FG=742.4
\
\
I\
v2�\�
\ O�
GRAVEL \ 2� \
COMPOUND
\ / \
FG=745.7
ON vcs,
0
NOTES:
ACCESS DRIVE SHALL CONSIST OF AN
"ALL- WEATHER" GRAVEL SURFACE.
REFER TO SHEET E-2 FOR CARRIER
GROUND EQUIPMENT INFORMATION.
LEGEND
- 745
FG=745.9
WETLAND LIMITS
PROPOSED SILT
FENCE (TYP)
TOTAL 230 LF±
PROPOSED 15'
LANDSCAPE EASEMENT
INDICATES EXISTING
CONTOUR
INDICATES FINISHED
GRADE ELEVATION
PROPOSED UTILITY
POLE AND GUY WIRE
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.
/
PROP. 10' UTILITY EASEMENT
PROPOSED 362 LF± 14'
WIDE GRAVEL ACCESS
ROAD
QPROP. UNDERGROUND
ELEC.
O
PROP. UNDERGROUND
TELCO
FG=725.9
FG=725.5
REMOVE 26'
EXISTING 12" RCP
PROPOSED OH FIBER &
ELEC (100LF ±)
FG=725.8
WETLAND LIMITS
PROPOSED UTILITY
POLE AND GUY WIRE
PROPOSED IMPROVEMENTS PLAN
SCALE:
0'
iooioioiooioii
/
iooioiooioioi
20'
40'
60'
1 "=40'
80'
MATCH
ON
�28
/
/
/ \�
FG=725.8
/
/
/
/
/
/
/
/-i 136
735
133
731 —
PROPOSED 25' WIDE
INGRESS/EGRESS
EASEMENT
/
PROP. UNDERGROUND QELEC.
PROP. UNDERGROUND
Q
TELCO
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)
w
FG=726.3
WETLAND LIMITS
CALL NORTH CAROLINA ONE CALLOW ,
�► [phone]•
CALL 3 WORKING DAYS
BEFORE YOU DIG!
=IF B+T GRP
CITY 5W1T GH
A SI
MOUNTAIlk LTD.
MOUNTAIN LTD, WIRELES
z
FA#10142260
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
ExpirmAiii0/21
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.
PROPOSED
IMPROVEMENTS PLAN
SHEET NUMBER:
C-2.1
CASE # 20-08-GCCP-05794

E
0
N
E
132151_NCC019_CD (8).dwg — Sheet:C-2.2 —
NOTE:
ACCESS DRIVE SHALL CONSIST OF AN
"ALL- WEATHER" GRAVEL SURFACE.
LEGEND
— 745
FG=745.9
INDICATES EXISTING
CONTOUR
INDICATES FINISHED
GRADE ELEVATION
PROPOSED ELEC &
TELCO DEMARC T.B.D.
EXISTING OVERHEAD
POWER
PROP. 10' UTILITY EASEMENT
PROPOSED 205 LF±
14' WIDE GRAVEL
ACCESS ROAD
Q PROP. UNDERGROUND
ELEC.
Q PROP. UNDERGROUND
TELCO
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.
0
/
0)
MATCH EX.
FG=735.8±
EXISTING 8" RCP
MATCH EX.
FG=735.9±
PROPOSED
HANDHOLE
PROPOSED 25' WIDE
ACCESS & UTILITY
/ / EASEMENT
/ /
/ /
//1/ /
Y
00
PROPOSED IMPROVEMENTS PLAN
SCALE:
iooioiooioioii
i00000000 z
i000000000
iooiooioiooii
0'
20'
40'
60'
1 "=40'
80'
CALL NORTH CAROLINA ONE
[phone]
r%> CALL 3 WORKING DAYS
BEFORE YOU DIG!
CALL�•1
•
B+T GRP
CITYSWITCH
MOUNTADk LTA
MOUNTAIN LTD, WIRELES
z
FA#10142260
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/30`21
,.•�`� GA�4
.14
r.
SEk
✓ + R ~
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.
PROPOSED
IMPROVEMENTS PLAN
SHEET NUMBER:
C-2.2
CASE # 20-08-GCCP-05794

E
0
N
CN
E
132151_NCC019_CD (8).dwg — Sheet:C-2.3 —
PROPOSED 10' WIDE
UTILITIES EASEMENT
0
PROPOSED 197 LF±
14' WIDE GRAVEL
ACCESS ROAD
/
/
/
/
/
/
12' DOUBLE
SWING GATE
/
/
/
/
/
/
/
/
/
/
/
/
7
PROPOSED 100' x 100'
LEASE AREA
COMPOUND DIMENSION PLAN
SCALE:
0'
i000000000i
i00000000 z
i000000000
i00000000 z
10'
20'
30'
/
1 "=20'
40'
PROPOSED 25' WIDE
INGRESS/EGRESS
EASEMENT
PROPOSED 50' x 50'
FENCED COMPOUND
PROPOSED PLATFORM/
CONCRETE PAD
PROPOSED AT&T 240
SQ. FT. LEASE AREA
/
/
/
/
/
/
/
/
/
/
GRAVEL
COMPOUND
/
/
/
/
/
/
/
/
PROPOSED 15'
LANDSCAPE EASEMENT
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
[phone]
CALL 3 WORKING DAYS
BEFORE YOU DIG!
CALL��1
B+T GRP
CITYSWITCH
MOUNTAIN,LTD.
MOUNTAIN LTD, WIRELES
z
FA#10142260
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/30/21
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.
COMPOUND
DIMENSION PLAN
SHEET NUMBER:
C-2.3
CASE # 20-08-GCCP-05794

N
m
E
132151_NCC019_CD (8).dwg — Sheet:C-3 —
a
1111111
1
0
7-0'
0
REAR ELEVATION
SCALE: N.T.S.
L
0
f eseeeensseesseenessr4
0
0
a 4
s
RIGHT ELEVATION
\IP •
SCALE: N.T.S.
0
cJ
°
}
}numums�snsseeeml
o o
(Iv
.
a
6'-13"
LEFT ELEVATION
SCALE: N.T.S.
11111
®w.
o11111
7'-0'
FRONT ELEVATION
SCALE: N.T.S.
r
3/C-3
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.
PROPERTY OF *
ati
ittttfl AUTHORIZED iissssssrii:ii:
?ssss4sss4s4 P E RS ON N EL giL
......:�I iiiaiiiaaa
........................?ONLY..::::::.-:::::::.-:::::::.-:::.-:::.
..............................
'l
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
24'5(36" SCALTE: NTS
2/C-3
B+T GRP
CITYSWITCH
All
MOUNTAI LTD.
MOUNTAIN LTD, WIRELES
z
FA#10142260
4226-ZZ1 C
z
O
U
O
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires" 6/30`21
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

E
L00
0
E
132151_NCC019_CD (8).dwg — Sheet:C-3.1 —
SDC20 [ 2.5L J 20 kW - AC
INDUSTRIAL DIESEL GENERATOR SET
EPA Cerned Stalwnary Emergency
Many Fewer IWY9
20 kW AC. 60 Ha
GENERAC INoLs$Tt71AL
Model 00070920 [Sleep
Codes and Standards
Generae produclr are deslpned wthe 7E1.dn5 5lenwrdr.
iN UL2200, UL588.111_142, UL489
NFPA37, TO.99, 110
0E0790.701, 702. 706
1160 3D46, 7637, 8526. 9001
1129114 NEP AICS50. MGI, 250.1058, A87
ANSI C62.41 061022 S re e0mmme0l0 e6urnq our rus106577 5e1.4Ce
WWI wmintres 91Per 6WF 2nersIer eurrll se.
Powering Ahead
Fpr Wer 56 years. Generac has provided Inmrauve design end
superior mamAarholr.6.
Genstar ensures superior gueNy by designing sod
nMnnl0C6lring most G1115 generesW C0nlp:moll5. 10D1udine
8Temaloru. e2rlasurea 1Fld ease IMPS. COMM! ROOtem5 A0
canswtallDos Sc11W9re
SOC20 I 2.5L I 20 kW - AC
INDUSTRfAL DIESEL GENERATOR SET
EPA C9m11e0 S1ad0nary Emergency
DPERATLNG DATA
General: ger0erS srAte a Lrlde raWIY or wafts, COmlp4Allo2S
Ind alxrgernenls, allowing L6 to mootinestenebyp0agr FLmOS
Or pr62LCEl1y [very eppios60n.
Gerleres searched globally 10 eosin Due moss reliable enienes
power cur generators. We choose only en5l4es 1h8 have already
been 9mre6In heavy -duly iMus6W applisseon5 under adverse
SOndNons.
GENERAC INDUSTRIAL
Model 6007098-0 1SFee11
POWER RATINGS
seleauRMee 1:021&Y5G 99
(*A &N4r54
29 MN
IDDS
Ella PRIMARIES RATER.
LAMM•Yell11210
Paeenl lead 999929
sm
9 F412.01
9991995r
753 1.1157di
1WO% 1.901T.1e1
• Feel 9009 ee4laNa mat mam a& AAptt}e[amrefa 1m%Nad
DeRlIMO
Ceps Fife Hai 19eee
MIR slslea D129
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WA Oa
Ftµ 09e0•4 Ampp4 femprrt1. 1B1.e Dwirl
9aor,401 RaOnx 9ao4912991
suety
11.9(151
a 51192.1
2853N
27651e21
a7'i257
0.50
COMBUSTION AIR REQUIREMENTS
Pea a R14a PH.fr C19 7.71990
kmbe
bB GIN
DIME
Eurde
moo ewe sow Gen 1e0D
Nfseepaeea RHtl wee• us MS
Rum Sow 49s, 1220A7
ENDA pm 9e5
EIQIAUOT
E9rer rim Arms WON emmewl.
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SDC20 j 2.5L I 20 kW - AC
INDUSTRIAL DIESEL GENERATOR SET
EPA Cottage Sladonary Emergency
STANDARD FEATURES
ENGINE SYSTEM
Di Mx emm0aH
Air Omer eke, Saax4l91ans
Fncwo
6646F 81.e Redd: DINA C..><reoe
E.A.9. WV. weft De.
Fre31y Fife 012. rad .
Br] Sy1Ma1
P99.9 Rel Foe
Cn0Re9SF2
1203 AC Correa Rum
WPM LVM NOWAY ararn
N'.'OOe. Nt1We1 M1em
Fatn9415911.0 RAN
58s0 Ee91e11 r+np A.16erze
FLAW 66 E.k60M
IOCYNW7y-Me
Da0m05.0.9 AWmaM.
ASM DO NW Mora
2e6 t91004egLd ENSY WINO C4vK-
er9
MAMA AtMAOFYsr Mwa
AAA Cra4 Blom
ALTERNATOR SYSTEM
ca50 H nsmun usew
vane Aaa
27 PIM
SWIM SIM
A9e199999099
WAN% Upham
SAN Reim
Rola Dr aNuty sell BWM!
Fp Lcae Lae soly MAW.
P.aepbrt Thermal 5M91099
6ENIMATOR SET
5194 Bme Sava
wove Gael! wrvu /Haws
Saps50 DN.-ea DN• Mp1.1p.p Vee
$letter Nea 51990
2Adr IMd MAXITA40R PON
52acr Er0umo 824.Caerrou
5 Tea eMMes warren
12Daee EdEel'» S paD
aim94• SPleamnaen
23 01oa Fael Fa Sr+ Calalmell
GENERAC IN0U4TC0IAL
Model G007092 0 {Sleell
ENCLOSURE
9.999129 96 419e59191159.9e 101-0n1100..
Aged Sw.4HnaReV YPP.A1
66Wge Oo.
99.59e2 Ar•a4He Laren
9▪ .DoYSIH11 Lea.ele wre I1 ANN,
Mtn Dem- • 1ec.M Pe12a6e Pe.Or 9e6
1591A2.1 ERION
96'0240 Asap
FLELTANN
u 112 sleds=
C9o01 Veal Can0k-am
Way P919.e19191lI pal
W gne Rea Axel
Eey la tl Gaga r1N S0',d8
Laeel NA..SWFry Lee
Rlw Coo'- • 'reared Poq In7e.0er Cur
S lows SIN,H20.20
PINPAPG FL.HxaNs
ONEROL SYSTEM
Pp. H L.wd P.00 10.1 :213. 0HPP.,
119999.999 Leak U,*
7-Day Ropoo.,e E.erwr
• A,Nx eaearereueac
Ka45f 5e
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4•15* 0W Cmeaerie
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ro.nraemr
1W Hers, idol d toe Hen
AeaVNe esapprau 299
A. muss Ac 2cm9e
Pnne Cans*
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MODEL OPTIONS
F99.9 r
21151.e ea.9 IKry (Lve 9 LOW
99199912ea.1099a 6n
5;2N. a20 Tt ae2 9.l aaln
N 0 Wlw 100576 04051
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GaLwee0Ne Mmes. Wnnpf, w seen
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SsM1 Ma:Ps
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Sack RAI Cv AC9H9510e2
15 Cum. Der Lcs9.9
02 **KO Speed Des IHp4.
A1.m 8400 l Aaee29512 coma 1p De 0.
Amos
GAMMA 06HD.COMM
1199 A4m. PT 00.19
Mlyd( AWN 004 moan
Low NI19. l my Corer!
R1Pwe Dun AmP. erT raw
+dne 6 Wn+9F UPI, red Der 519.969
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CaMFN
Sam SM el91 0099911999.9 DAV
A4am0 t WamPes
Nxms anew &Peke De[N+wm, cane)
CONTROL SYSTEM ENCLOSURE
21 LI010 Aak.n9ala-5Appa0 Law .AIW %Pt
1lnlaard
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1HGa116
a AAnpem En[Awm
c URN oval Wrear.A -Swan Lawrie Kt a./
Lyle Mama
SDC20 I 2.51. J 20 kW - AC
INDUSTRIAL DIESEL GENERATOR SET
EPA Cormier] Sleurmery Emergency
DIMENSIONS AND WEIGHTS'
Lend 2 Sung Alleeuatlon Emit:awe
Hue i a41a 1e
IfsaOM [mar• df y1,1 92 a35d?,
La WkHneary 40`20a55
11219y19sarx
Wa 56145 1 NCR ONO
SoPid Le.N 21 NM
MKS
E.91.012.159e-519943.922e91 AFtlk
i.Egkd
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Model 66B7090A 151eAR
• wmers~sas gimorM35 am! 1. 51500 Nexus arr
TOUR PAMIR 9290002192 66I16Cem9SaSAIL INAMR
Uwe V ae Semq lc 1 19911911 NrialaM RRIM
1E67149-1.1 NM "Caen.. Si**rr 9+V4999.0 9neaanr91.1.01 evVv we^aaiwt+e
&Ame lne 1909900%,9
SDC20 I 2.51. J 20 kW - AC
INDUSTRIAL DIESEL GENERATOR SET
EPAcanto $lalgr lry Emergency
APPLIGADM AND ENGINEERING OAT:.
ENGINE SPECIFLOA7ID.NS
GG1era1
11S
Mc
Udall S7Slam
CarA0 SO TYW
GENERAC I INOU0TRIAL
Model 600709B-0 {Well
FmneRedden
EPA Erman..CmaTase
lame
1M16
WA.11.e lys
Fan 119e
00m0l6R.e
Mee SPIPHI wl
2100
DaRee.ere -1 LCaq
2.5 05e1
Fan uaeeli- mm 99
13 i.e 1121
Ben-mml01
S2Wa-n.n3M
0012 P1
C99p99-0 Rake
221
roe A1110910
Milady Ayead
Engine Governing
Olvedre Yod.rmn
199.eney Rewilen Newly Suer
LIATICaYm GMee
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Di0rr11Te
04.1.09e Capmr•L IW]
F2990 Paps. ha Rue
23 L691
Cee99 FYa. wtear
Cod. PR*1919%.
EVE 8yslem
Feel229e
Feel Scealealeek
1900
129
Dtrt Le11592%Seed 192
Feel Fee'.p mmumrr
Fri me f PIMP gala
meer3Tyn
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AMC
F,sy 7F99 L., • mm ml
Engn a Eleclncal Syslam
sraanv9aol
BAN Dun. N 10*8
5La
Roar Crow
Gmw Pd.].
SE I9761
1299C
52r30A
659CU
12290
Nevem
ALTERNATOR SPECIFICATIONS
5u1w•o �x�r Rem AA. HP 2a21y1
87474.
- r
DU Sense
AWL Raw
Feld Two
a.Lmr.., cm.- Pro,.
Rn4A942
twrna •29s
Log. Lamar -Sunday 101C
Pewee. snort Cana Test Yea
WON%R.a9kw Try
WPM
Tva Kamm 912519ee e56
1Ne7Anceaxfl0elee Farm L119 945
9L.ete2e+99m
Nueterul Serwma Rises ea
0ea1.90ApYacy Beady 5919 m059
RATING DEFINITIONS
Woroy eroptro M.1 rtr1460erd21e46la 129 WWI* aiek wale H9119erawvmLAF
B+T GRP
'CITYSWIT CH
MOUNTAIN,LTD.
MOUNTAIN LTD, WIRELES
z
FA#10142260
0
0
4226-ZZ1 C
0
U
0
1i
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/30/21
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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.
GENERATOR
DETAILS
SHEET NUMBER:
C-3.1
CASE # 20-08-GCCP-05794

PROPOSED 10' LIGHTNING ROD
FLASHEAD
(SEE NOTE #3)
0
N
a
E
132151_NCC019_CD (8).dwg — Sheet:C-4 —
TO TOP OF LIGHTNING ROD
TOTAL STRUCTURE HEIGHT = 23
220' TO TOP OF TOWER
PROPOSED (2) DC POWER
CABLES, (1) FIBER TRUNK
PROPOSED AT&T
CARRIER GROUND
EQUIPMENT
1 1lal
I■■I
/ /\�%%i\ i\ i\ i\%i\%/i\//i\//i\//i\//i //jj\j/j //i\//i /i /%\/\\\
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
7STROBE 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.
a
0
MAX ANTENNAE PLATFORM WIDTH = 15'
NEW AT&T DC6 SQUID MOUNTED TO
ANTENNA PIPE (TOTAL OF 3)
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)
TYPICAL ANTENNA MOUNTING PLAN
SCALE:
0' 1' 2' 4'
�ii
//.
i000000000
10'
B+T GRP
CITYSWITCH
MOUNTAI LTD.
MOUNTAIN LTD, WIRELES
z
FA#10142260
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/30`21
iES
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.
[LOWER ELEVATION
& ANTENNA
ORIENTATION
SHEET NUMBER:
C-4
CASE # 20-08-GCCP-05794

N
a
E
132151_NCC019_CD (8).dwg — Sheet:C-5 —
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
0°
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.
B+T GRP
CITYSWITCH
All
MOUNTAK. LTD.
MOUNTAIN LTD, WIRELES
FA#10142260
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/30721
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.
ANTENNA
CONFIGURATION
SHEET NUMBER:
C-5
CASE # 20-08-GCCP-05794

N
m
E
132151_NCC019_CD (8).dwg — Sheet:C-6 —
0
21"
AWL
PLAN _
co
ANTENNA WEIGHT:
87.5 LBS
19.6"
AWL
PLAN _
co
21" 19.6"
rn
ELEVATION
7.8" 7.8"
111
IGII- .
I
SIDE
TPA-65R-BU8DA-K ANTENNA DETAILS
SCALE: N.T.S.
rn
ELEVATION
ANTENNA WEIGHT:
87.3 LBS
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.
1-
w
4
RAYCAP SUPPLIED
MOUNTING BRACKETS
9.70'
—.
MM
MEM
MEM
--
MEM
--
MEMOMM
ME MEM
ME MEM
ME MEM
—
MEM
--
MEM
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.
B+T GRP
C ITYSWITCH
MOUNTAIN,LTA
MOUNTAIN LTD, WIRELES
z
FA#10142260
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/30721
r.
SEk
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.
RRH, ANTENNA &
EQUIPMENT
SPECIFICATIONS
SHEET NUMBER:
C-6
CASE # 20-08-GCCP-05794

0
8
E
132151_NCC019_CD (8).dwg — Sheet:C-7 —
Fa. devil led ratio to aria tuna wiring retier to the IORIHR 4T4R
Port Connectiorw Field Notice { RF.MM-2OL6.2 4) alai Iw4TWIrIn. Rlryhook
PC 31Mw6 w =
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x
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0
RF PLUMBING DIAGRAM
SCALE: N.T.S.
PROVIDED BY AT&T
B+T GRP
C ITYSWITCH
MOUNTAIK. LTA
MOUNTAIN LTD, WIRELES
U
z
FA#10142260
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/30r21
.gip ¢� Es r0N
SE
r J R ~
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.
RF PLUMBING
DIAGRAM
SHEET NUMBER:
C-7
CASE # 20-08-GCCP-05794

0
8
E
132151_NCC019_CD (8).dwg — Sheet:C-8 —
GENERATOR NOTES;
1. CONTRACTOR SHALL COORDINATE
INCOMING SERVICES WITH LOCAL
UTIUTIES 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 USTED AND
IDENTIFIED FOR USE WITH 75'C RATED
CONDUCTORS OPERATING AT 75'C.
4. GROUND FAULT PROTECTION REQUIRED
FOR UTIUTY RECEPTACLES.
5. SERVICE NEUTRAL SHALL BE GROUNDED
AT ONE LOCATION ONLY.
6. 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 SHALL 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 UTIUTY 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 UTIUTIES AND EQUIPMEN'i 61 POWER PLANT CABINET IS
IN PLACE SHOULD BE USED TO VJMANUFACTURED BY EMERSON AND
FEED NEW CABINETS INDICATED.
®UNIVERSAL POWER CABINET (UPC)
IS SERVICE ENTRANCE RATED,
MEETING UL 67 AND UL 50. ALL
ITEMS SHOWN WITHIN CABINET ARE
PROVIDED WITH THE CABINET AND
ARE SHOWN FOR REFERENCE ONLY
UNLESS NOTED OTHERWISE. PROVIDE
THE CONNECTIONS INDICATED.
OBTAIN POWER CABINET DRAWING$0
FOR ADDMONAL INFORMATION.
OTHE CONTRACTOR SHALL FURNISH
AND INSTALL A 125A/2 POLE
BREAKER WITHIN THE EXISTING UPC
TO FEED THE PROPOSED
DISTRIBUTION PANEL "SUBPANEL".
TYPE AN AIC RATING OF BREAKER
SHALL MATCH EXISTING (SQ D QOj�
WHERE NO SPACE IS AVAILABLE,
CONSOUDATE RECEPTACLE CIRCUITS
AND PROVIDE MINI —TWIN BREAKER
TO CREATE SPACE. (IF REQUIRED)
CI PROVIDE AND INSTALL 24VDC TO O
VI —48VDC CONVERTERS WITH 9
DISTRIBUTION BOARD WITHIN
EXISTING AUX II CABINET.
®CONTRACTOR SHALL PROVIDE ALL
CSA/UL RATED. ALL ITEMS SHOWN
WITHIN CABINET ARE PROVIDED WIl
THE CABINET ARE PROVIDED WITH
THE CABINET AND ARE SHOWN FO
REFERENCE ONLY UNLESS NOTED
OTHERWISE. PROVIDE THE
CONNECTIONS INDICATED. OBTAIN
POWER CABINET DRAWING FOR
ADDITIONAL INFORMATION.
THE CONTRACTOR SHALL REFER TI
THE FLX16 LTE CABINET AND
EQUIPMENT INSTALLATION MANUALS
SPECIFICATIONS, AND AT&T LTE
CONSTRUCTIONS GUIDEUNES FOR
ADDITIONAL INFORMATION NOT
NECESSARILY INCLUDED WITHIN
THESE DRAWINGS.
THE CONTRACTOR SHALL REFER TC
EQUIPMENT DRAWINGS AND
SPECIFICATIONS FOR CONTROL AND
ALARM WIRING. INTERIOR ALARMS
ARE PRE —WIRED.
WHERE REQUIRED, PROVIDE 48VD
POWER, ALARM, AND FIBER
CONNECTIONS TO THE 6601 AS
INDICATED. COORDINATE WITH AT&T
CONSTRUCTION MANAGER.
MARK
CONDUIT
CABLE
REMARKS
QTY.
SIZE
QTY.
SIZE
GROUND SIZE
0
1 SCH 80
2"
3
/1
/6
AC POWER FROM UPC TO SUBPANEL (ASSUMED SIZE)
2
O
1 SCH 80
1-1/2"
6
18
%8
AC POWER FROM SUBPANEL TO POWER PLANT (POWER FOR RECTIFIERS)
(QUANTITY OF CONDUCTORS INDICATED IS PER BREAKER)
0
1 SCH 80
1"
3
#12
112
AC POWER FROM SUBPANEL TO ANCILLARY EQUIPMENT IN POWER PLANT
0
1
2"
KLEIN CABLES
ALARM CONTROL FROM POWER PLANT TO FLX16
0
1
2"
FIBER 18—PAR (FB—L988—A0213—XXX)
FIBER FROM UPC TO FLX16, SWEEPING BENDS
0
1
2"
BELDIN CABLES
ALARM CONTROL FROM UPC TO FLX16
0
1
2"
1
/2
12
DC POWER FROM POWER PLANT TO LTE POB
0
1
2"
12
f8
f8
DC POWER FROM POWER PLANT TO DC-6 SURGE SUPPRESSOR
0
--
--
3
FIBER 18—PAIR (FB—L986-034)
FIBER FROM FL(16 TO RRUs, SWEEPING BENDS
10
--
--
5
3PR DC #6 AWG
DC POWER FROM DC-6 SURGE SUPPRESSOR TO RRUs
SCOPING NOTES
—
—
—
—
—
—
—
NSTALL 3 TPA-65R—BU8DA—K ANTENNAS — INSTALL 3 RAYCAP DC6-48-60-18-8C
NSTALL 3 NNH4-65C—R6 ANTENNAS — INSTALL 3 FIBER TRUNKS
NSTALL 3 RRUS-4449 B5/812 — INSTALL 5 DC POWER TRUNKS
NSTALL 3 RRUS-8843 82/866A — INSTALL 3 KENWOOD T1672KT12 SECTOR FRAMES
NSTALL 3 RRUS-4478 814 — INSTALL 12) P1090KT10 ANTENNA MOUNT PIPES
NSTALL 3 RRUS-4415 B30 — ADD FIBER JUMPER & A CAT 6 FOR TRANSPORT FOR FIRSTNET
NSTALL 6 B2B DUAL RRU MOUNTING BRACKETS
AC CIRCUIT BREAKERS REQUIRED 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 LTE)
AT&T. CONTRACTOR SHALL LABEL
ALL CIRCUIT BREAKERS WITH
RESPECT TO WHAT THEY FEED.
0
EXISTING INCOMING
POWER SERVICE
FROM LOCAL
DEMARCATION POINT
E
L—J
I )1 I
I 125A 2P1
TELCO
I PLYWOOD TELCO I
FUBA KBO wn„
POWER CABINET
POWER
E 7 SMGB
_-
GROUND
RING
21
00
EXISTING
125A SUBPANEL
I� 125A MLO
20A
20A
20A
20A
20A
n
u
O_ J
UNIVERSAL 2
POWER CABINET O
(UPC)
— — J
1 CU AWG
GROU- ND
RING
GROUND
L RING
000
POWER PLANT
�— —IT—RECTIFIER SHELVES-1
II 1-3, 240 VAC TO
28VDC AND 24VDC II
-RECTIFIERS-
Lt1�OJl ANCILLARY EQUIPMENT
UPPER DC DISTRIBUTION CENTER
r24 PPOSRION-48VDC-1
DISTRIBUTION PANEL
20A
--0__ II
?°— II
20A
25A0—
20-_—II
30A
30A
30A
- III
-
-__H
30-- I
J
J
II J
II J
J
J
J
30A I�
— 0-
- 0-
- 0-
- 0-
- 0-
- 0-
DC 6 SURGE
SUPPRESSOR
ALARM BLOCK — — — — — — J 7
BATTERY — —i
COMPARTMENT
T 3
L — 200W —
L_
0
DC / FIBER SYSTEM DIAGRAM
SCALE: N.T.S.
DC 6 SURGE
SUPPRESSOR
DC 6 SURGE
SUPPRESSOR
000
LTE
I ATE PDO
CABINET
1 LL _A 1
I I I -I 71 u
J I 6601
LL
J
TO RAYCAP
TO RAYCAP
CABLES ROUTED TO
THE RRUS/ANTENNAS
VIA SQUID (SEE SHEET
A)
TO RAYCAP
TO RAYCAP
CABLES ROUTED TO
THE RRUS/ANTENNAS
VIA SQUID (SEE SHEET
1)
TO RAYCAP
TO RAYCAP
\TN
CABLES ROUTED TO
THE RRUS/ANTENNAS
VIA SQUID (SEE SHEET
1)
TO RAYCAP
0
CU AWG
GROUND
RING
PROVIDED BY AT&T
B+T GRP
C ITYSWITCH
MOUNTAIN,LTA
MOUNTAIN LTD, WIRELES
FA#10142260
0
C
f
D
4226-ZZ1 C
D
0
U
0
a
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/30/21
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.
DC / FIBER SYSTEM
DIAGRAM
SHEET NUMBER:
C-8
CASE # 20-08-GCCP-05794

mspeedie — Mar 19, 2021
132151_NCC019_CD (8).dwg — Sheet:C-9 —
2' SHOULDER
MATCH EXISTING (TYP.)
GRADE
0
E.G.
NOTES:
COMPACTED 6" CRUSHER RUN (ABC)
AGGREGATE SHALL CONFORM TO DOT
STANDARDS FOR AGGREGATE ROADWAYS
COMPACTED WITH ROLLER
12'
GRAVEL ACCESS ROAD
5% MAX
/\\/\\/\\/\\�\�\/\7
6" COMPACTED SUBGRADE
COMPACT TO 98% DENSITY
IN ACCORDANCE WITH
AASHTO T99
MATCH EXISTING
GRADE
E.G.
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
1-
2
(D
w
2
w
H
co
z
o
co
SCALE: N.T.S.
- \\ \
O\/j
NOTE:
1. FENCE SHALL BE WIRE REINFORCED.
SILT FENCE DETAIL
SCALE: N.T.S.
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
AT&T CONSTRUCTION
_ WAVEGUIDE BRIDGE SUPPORT
■ BRACKET OR APPROVED EQUAL
E=
11. . I . H
I
0
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
ICE BRIDGE DETAIL
SCALE: N.T.S.
PIPE MOUNT KIT
COMMSCOPE PART
GP-S24 (OR EQUAL)
CABLE BRIDGE POST
OR SIMILAR POST
NOTE:
ALL SUPPORT POSTS
MUST BE GROUNDED
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
CITYSWIT CH
MOUNTAIN,LTA
MOUNTAIN LTD, WIRELES
U
z
FA#10142260
O
z
O
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/25/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6a0/21
oil bin
17,4
.�p▪ 'R` � f Es
• or
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.
ENGINEERING
DETAILS
SHEET NUMBER:
C-9
CASE # 20-08-GCCP-05794

STRUCTUR L N TLs
11:06am
E
132151_NCC019_CD (8).dwg — Sheet:C-9.1 —
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
HILTI 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 0 12" O.C.
i
co
6" 4000 PSI CONCRETE SLAB WITH #5
CO 12" O.C. EACH WAY ON 6" THICK
COMPACTED AGGREGATE BASE COURSE
MATERIAL OVER GEOTEXTILE FABRIC
CONCRETE PAD PLAN
SCALE: NTS
6
#5 0 12" O.C. EACH DIRECTION
(CENTERED IN SLAB)
1
4 4 _4 ➢ 4� 4
4 4 4 4 4 4 4 4 4 4 4 4 4
00
4 4 4
4 4 4 4
4 4
4 4 4
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)
i/—
FINISHED GRADE
4��AA��AA��AA��AAyAAyAAyAAyAAyA
4
4
4 4
4
4
4
1>-°-
1'
TYP
CROWN TOP PIER
I— FOR DRAINAGE
H-FRAME ELEVATION DETAIL
SCALE: NTS
CONCRETE PIER (MIN 4000
PSI CONCRETE)
#4 STIRRUPS
12" O.C.
1.5'
(TYP)
1" CHAMFER (TYP)
FINISHED
GRADE
3" CLEAR COVER
Fll (TYP)
(4) #4 BARS ALL
AROUND
CONCRETE PAD SECTION
SCALE: NTS
4 4 4 4 4 4
4 4 4
4 4, 4 4 4 4 4 4, 4 4
4 4 4 4 4 4 4 4 4 4
4 4 4 4 4 4 4 4 4 4 4 4
4 4 4
4 4
4 4 4
4 4 4
4 4 4
TOP OF SLAB = 6" A.G.L.
TOP OF SLAB = 0" A.G.L
>-
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
B+T GRP
CITYSWITCH
MOUNTADk LTA
MOUNTAIN LTD, WIRELES
z
FA#10142260
0
z
O
4226-ZZ1 C
U
z
a
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/25/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires" I33O/21
1 ' Ar +,+++y.
.Day fes rON
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.
ENGINEERING
DETAILS
SHEET NUMBER:
C-9.1
CASE # 20-08-GCCP-05794

USE A MINIMUM OF 2 STAKES
ON UPSLOPE SIEVE
PLAN VIEW
MIN. 2 STAKES ON UPSLOPE
GROUND
MATTING
V-DITCH SECTION VIEW
USE A MINIMUM OF 4 STAKES
ON DOWNSLOPE SIDE
MINIMUM 4 STAKES ON DOWNSLOPE
III=1l1, ,III-111=I'
MIN. 2 STAKES ON UPSLOPE
MINIMUM 4 STAKES
ON DOWNSLOPE
GROUND / N ,6e
I I, -I I I I- �31 ;;;' ;,1 I_
III111_,
1_
III - _mil I�
-1 l
1 I f=111 l-
=11
MATTING
TRAPEZOIDAL DITCH
SECTION VIEW
0
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 SD 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
STAPLE INSTALLMENT
SECTIONS
WATTLE DETAIL
SCALE: N.T.S.
STAKES
ANGLE STAKES
TO WEDGE
WATTLE ONTO
GROUND
MATTING
I —I I !-1 I I-1 ! 1— —I
_1 -li =1 � I� I I? I
STAKE INSTALLMENT
CROSS SECTION
B+T
GIT 5 ITCH
AILOHEITAINvLTD.
MOUNTAIN LTD, WIRELES
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
6
07/08/20
MAS
FINAL
7
07/25/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires gI O/21
F
S '
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.
ENGINEERING
DETAILS
SHEET NUMBER:
C-9.2
CASE # 20-08-GCCP-05794

11:06am
E
132151_NCC019_CD (8).dwg — Sheet:C-9.3 —
727
726
725
724
723
722
PROPOSED TOP OF DRIVEWAY
(MAINTAIN 1' MIN COVER
OVER TOP OF PIPE)
EXISTING DRIVEWAY SURFACE -\
25'
ACCESS
EASEMENT
J
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 -
0
14'
FG=i'26.2
T.O.P.=724.61
1_
IE=722.91
40'
STORM DRAIN PROFILE
PIPE END SECTION
(TYP)
EXISTING GROUND
SURFACE ---
EXISTING 12" RCP STORM DRAIN, W/
INVERT PERCHED APPROX 2" ABOVE
FLOW LINE
SCALE: N.T.S.
- 727
726
725
724
723
722
721
B+T GRP
CITYSWIT CH
All
MOUNTADk LTA
MOUNTAIN LTD, WIRELES
U©
z
FA#10142260
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/06/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
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.
ENGINEERING
DETAILS
SHEET NUMBER:
C-9.3
CASE # 20-08-GCCP-05794

FENCE NOTES
9GA2"x2"
FENCE FABRIC
132151_NCC019_CD (8).dwg — Sheet:C-10 — User: mspeedie — Mar 19, 2021 —
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.
%" STEEL TRUSS ROD
AND TRUSS ROD
TIGHTENER AT ALL
CORNERS (TYP.)
z
0
DUCK BILL OPEN GATE HOLDER.
VERIFY LOCATION IN FIELD
PRIOR TO INSTALLATION.
1'-0"
(TYP)
3 STRANDS OF 12 GA.
GALV. BARED WIRE WITH
4-POINT BARBS 1
CONTRACTORS TO
PROVIDE STYMIE
LOCK OR APPROVED
EQUIVALENT
INDUSTRIAL
HINGE - 180°
(TYP)
El 11E111211='
EWE
—COMMERCIAL
FABRICATED 1.90"
O.D. GATE FRAME
10"
(TYP)
6'-0"
•
2.375" O.D. STANDARD
GALV. LINE POST
1.66" O.D. STANDARD
GALV. PIPE 1
x x x x x x x x
x x x x x x x
x x x x x x x x
x x x x x x x x x
1.375" O.D. GALV.
PIPE FOR
MUSHROOM STOP
x x x x x x x x
8'-0" O.C. MAX
x x x x x x x x x
x x x x x x x x
RAIL END
CONNECTOR (TYP)
1.66" O.D. STANDARD
GALV. RAIL AND
BRACE PIPE (TYP)
L.._ MUSHROOM
STOP
6'-0"
1111
IIIIII _=
m II IIIIIII
E111 ' GAP BETWEEN
i_ FENCE AND GRAVEL
12'-0"
TYPICAL FENCE AND GATE DETAIL
SCALE: N.T.S.
m
SEE NOTES
—7 GA. GALV.
TENSION WIRE
1
ElqSEE NOTES 1
2.875" O.D. STANDARD GALV.
CORNER AND GATE POST
STEEL GALV.
TENSION BAR
TENSION/BRACE BAND (TYP)
FINISHED GRADE
711
m
10" (TYP)
FINISH GRADE
MUSHROOM STOP, INSTALL
WITH SLOT PARALLEL w/
CLOSED GATES
10" 0 CONCRETE
FOOTING 24" DEEP
MUSHROOM STOP DETAIL
SCALE: N.T.S.
FENCE
GRAVEL COMPOUND
MATCH EXISTING
GRADE
GRAVEL COMPOUND
COMPACTED 6" CRUSHER
RUN ABC COMPACT W/
ROLLER
MATCH EXISTING
GRADE
/\\/\\/\\/\\/\\/\\/\\/\\/\ \\/\\/\\/\\/\\// //\\\\\��\\��\/\\
6" COMPACTED SUBGRADE
COMPACT TO 98% DENSITY
IN ACCORDANCE WITH
AASHTO T99
TENCATE MIRAFI BXG 12
UNDER ALL GRAVEL
SURFACES
SITE COMPOUND SURFACE DETAIL
SCALE: N.T.S.
3-WIRE 45° BARBED WIRE
ARM w/ 3-STRANDS OF
BARBED WIRE (TYP)
z
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wQ
LU °
LU 0
CO
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---r I
1'-0"
TOP RAIL
CHAIN LINK FABRIC
LINE POST 8'-0" O.C. MAX
111E111-
F110111 EWE
FINISH GRADE
FENCE SECTION DETAIL
SCALE: N.T.S.
B+T GRP
CITYSWIT CH
MOUNTAIN,LTA
MOUNTAIN LTD, WIRELES
z
FA#10142260
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/25/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6I O/21
Q` fEs rp, /4"
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.
FENCE, GATE, AND
COMPOUND DETAILS
SHEET NUMBER:
c-10
CASE # 20-08-GCCP-05794

BLACK TEXT
24"
BLACK
TEXT
C ITYSWIT C H
SITE NAME: NCC019
SITE NUMBER: FA10142260
r�►
FCC Tower Registration #
SITE ADDRESS:
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
In case of Emergency, dial 911
NO TRESSPASSIN
For Leasing Information: For Operations & Access:
TBD
WHITE
BACKGROUND
RED
TEXT
J
12e
3O"
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"
INFORMATION
Ar11 e•i
P ow
C.e.e� Ief.e.• Mil mem e
.I..e, wen 1 M/.w M SMrL11]
Omelet/ wave e amaamosiOde f sowe.e
. Me....e rye. emtATIAil1 MOOT
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new/ r 1 t>•. yeeel.w rw w 1Aen
w• elcsm w.d.wymeeet elwp. e.w ,•
C.rrA..r tr AT&T Worn "Xi CCKAlr e.A. e. n.ltr
aw.wr er.eewie...«eldor. are d M Sew
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ray lcmrtr..(Mir o•ate e.MeseelermR0 eA
wade ,I.da e+r. A e.ry.S . «.xiwn w r...r
GREEN
BACKGROUND
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
a -
Beyond This; Point ),)Li rc
entering an arca where RF
Emissions may exceed the FCC
General Population Exposure
Limits
Follow on ward s.gr.v and mit guideline rnr
H,.rkinR .n a RF environment
WHITE TEXT
8-
SIGNAGE 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 et 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
Federal Communications Commission
Tow Registration Number
12345677
POKb W SOLO Mono. won F ed.r.t C Deneme..tSnOn.
Cae.n...lan tune on Solon. lower MO widen
47CFR 17 Mel
l
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
WI IITE
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-\ ae
YELLOW
r \ BACKGROUND
ACAUTION
BLACK
TEXT
6
12
Dn this tower:
Radio frequency fields near some
antennas may exceed FCC rules
for human exposure.
Personnel climbing this tower should be
trained for working In radio frequency
environments and use a persona! RF
monkor N working near active aniennaa
WHITE
BACKGROUND
YELLOW
BACKGROUND
WHITE/YELLOW BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: BASE OF TOWER
QUANTITY: 1
RF EXPOSURE CAUTION SIGN
NOT TO SCALE
BLACTEK S XT BACKGROUNDGREEN
INFORMATION
ACTIVE ANTENNAS ARE MOUNTED
❑ ON THE OUTSIDE OF THIS BUILDING
❑ BEHIND THIS PANEL
❑ ON TITS STRUCTURE
STAY BACK A MINIMUM OF 3 FEET
FROM THESE ANTENNAS
Contact AT&T Motility at 8tHF63&2822
and Mow their insinictIons prior to performing
any mairdenance or repairs closer do 3 feet
from ere antennas.
12"
This is AT&T Mobility site
WHITE
BACKGROUND
WHITE/GREEN BACKGROUND, BLACK LETTERING
MOUNTING LDCATIONT GATE & BASE OF TOWER
QUANTITY: 2
3 RF EXPOSURE INFORMATION SIGN
NOT TO SCALE
BLACK TEXT
12"
WARNIN
Beyond this point:
Raclin Frequency fields at this site
\exceed the FCC rules for human
"exposure.
Faiiur. to obey ail, posted signs and sale
guidelines for working In radio frequency
environm.nbs Could r.aun in minims 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
mr? B+T GRP
CITYSWIT CH
A ME
MOUNTAIN4.
MOUNTAIN LTD, WIRELES
c
1
z
FA#10142260
4226-ZZ1 CAMP BURTON ROAD
McLEANSVILLE, NC 27301
Z
0
O
a
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires.6/30/21
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.
SIGNAGE DETAILS
SHEET NUMBER:
c-11
CASE # 20-08-GCCP-05794

0
132151_NCC019_CD (8).dwg — Sheet:E-1 — User: ms
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.
PROPOSED UTILITY
POLE AND GUY ANCHOR
WETLAND LIMITS
PROPOSED OH FIBER &
ELEC (100LF ±)
PROPOSED UTILITY POLE
AND GUY ANCHOR
PROPOSED 10' WIDE
UTILITIES EASEMENT
PROPOSED 100' x 100'
LEASE AREA
PROPOSED 220' SELF
SUPPORT TOWER
PROPOSED 1
DOUBLE SWI
PROPO
H-F
V
EXISTING OVERHEAD
POWER
EXISTING POWER POLE
PROPOSED 14' WIDE
GRAVEL ACCESS ROAD
PROPOSED 25' WIDE
INGRESS/EGRESS
EASEMENT
PROP. UNDERGROUND
ELEC. 396 LF±
PROP. UNDERGROUND
TELCO 3960 LF±
PROPOSED 50' x 50'
FENCED COMPOUND
PROPOSED 15'
LANDSCAPE EASEMENT
`ulp e
lsPNq�RT0
\k/w>AD
PROPOSED ELEC &
TELCO DEMARC T.B.D.
PROPOSED
HANDHOLE
PROP. UNDERGROUND
ELEC. 420 LF±
PROP. UNDERGROUND
TELCO 420 LF±
ELECTRICAL SITE PLAN
SCALE:
0'
WETLAND LIM
i000000000i
ioiooioioiooi
iioiooioiooioi
i000000000i
40'
80'
120'
S
1"=80'
160'
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 RESISTMTY, FREE OF DEBRIS AND STONES, TAMPED DOWN
IN LAYERS NOT TO EXCEED 6" DEEP AND COMPACTED
TO 95% OF ORIGINAL DENSITY.
CALL NORTH CAROLINA ONE CALL/
► [phone]
CALL 3 WORKING DAYS (� i I
BEFORE YOU DIG! �
B+T GRP
CITYSWIITCH
MOUNTAIN,LTA
MOUNTAIN LTD, WIRELES
z
FA#10142260
4226-ZZ1 C
U
z
V
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/25/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/30/21
R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS
THEY ARE AC11NO UNDER THE DIREC110N OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
ELECTRICAL SITE
PLAN
SHEET NUMBER:
E-1
CASE # 20-08-GCCP-05794

GENERAL NOTES:
0
132151_NCC019_CD (8).dwg — Sheet:E-2 — User: ms
r
PROPOSED 25' WIDE
INGRESS/EGRESS
EASEMENT
/
/
/PROPOSED ' /
/ GRAVEL ACCESS14ROADWIDE /
PROPOSED 10' WIDE
UTILITIES EASEMENT
/
/
/
PROPOSED PARKING AND
TURNAROUND AREA
/
/
/
/
/
/
/
/
/
/
/
/
PROPOSED FIBER
PULL BOX
0
/
GRAVEL
COMPOUND
ELECTRICAL DETAIL PLAN
SCALE:
0'
i000ioioiooiii
i00000000 z
i000000000
i000ioiooioii
10'
20'
30'
PROPOSED AT&T
435 SQ FT LEASE AREA
PROPOSED GENERAC 20KW
GENERATOR ON A 4'X5' PAD
PROP. UNDERGROUND
ELEC. 28 LF±
PROP. UNDERGROUND
TELCO 28 LF±
PROPOSED TOWER
PROPOSED 50' x 50'
FENCED COMPOUND
PROPOSED 100' x 100'
LEASE AREA
1 "=20'
40'
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
PROPOSED 15'
LANDSCAPE EASEMENT
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
[phone]
CALL 3 WORKING DAYS
BEFORE YOU DIG!
CALL;
B+T GRP
C iTY SWITC H
All
MOUNTAIN,LTD
MOUNTAIN LTD, WIRELES
z
FA#10142260
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/25/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
irr/3eu I
Expires 60/21
.`111pperaq
"Zr
R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS
THEY ARE AC11NO UNDER THE DIREC110N OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
ELECTRICAL
DETAIL PLAN
SHEET NUMBER:
E-2
CASE # 20-08-GCCP-05794

ELECTRICAL NOTES:
0
132151_NCC019_CD (8).dwg — Sheet:E-3 — User: ms
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 APPLICABLE
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 APPLICABLE)
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 SYSTEM 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 (I.E., 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
APPLICABLE).
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
B+T GRP
C iTY SWITC H
MOUNTAK. LTD.
MOUNTAIN LTD, WIRELES
FA#10142260
0
f
0
f
4226-ZZ1 C
0
U
0
a
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/25/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 60.9421
.`'111irreppeu Iraq
'G�7�'1'''
R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS
THEY ARE AC11NO UNDER THE DIREC110N OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
ELECTRICAL NOTES
SHEET NUMBER:
E-3
CASE # 20-08-GCCP-05794

NOTES:
0
132151_NCC019_CD (8).dwg — Sheet:E-4 — User: ms
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
H-FRAME LENGTH TO BE DETERMINED BY AREA CONSTRUCTION MANAGER
LABEL METER BASE PER LOCAL
UTILITY REQUIREMENTS
00000000000000000
00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
00000000000000000
00000000000000000
0
O
0
LJ
1�1�111�
ad .
n
'LP
'LP
E
E
E
E
KWH
00000000000000000000
CITYSWITCH LIGHTING
METER
KWH
KWH
KWH
E
KWH
00000000000000000000
WATER TIGHT ENDCAP
(TYP.)
3" DIA. (3.5" O.D.) RGP
STANDARD UNISTRUT END
7CAPS (TYP.)
u
TO GROUND ROD 7
1-
III
III I�
1'-0" DIA.
0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ICI
3"CONDUIT FOR
J IO 0I
POWER
CON DUITS
TO MAIN
SERVICE
UTILITY H-FRAME DETAIL (GANG METER SIDE)
d
1-5/8" P1000 UNISTRUT
ATTACHED WITH STANDARD
PIPE CLAMPS (TYP.)
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.
AND FOR NEW 100A 120/240-10-3W
SERVICE FOR UNITI TOWERS
PART #0012L125GRB
SLOPE CONCRETE AWAY FROM
POST (TYP.)
FINISHED GRADE
aQ
as .
a
SCALE: N.T.S.
I�
-II
' i-I 11-I:.
CONCRETE POST FOOTING
(300 PSI MIN.)
/1
TOWER LIGHT
CONTROLLER
(FLASH
CERTIFIED)
a
00000000000000000000
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 1
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.)
B+T GRP
CITYSWITCH
MOUNTAIN,LTA
MOUNTAIN LTD, WIRELES
FA#10142260
0
O
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/25/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
,.,,� 1',GAF?..-
� •,,
B&T ENGINEERING, INC.
C-4171
Expires 6a0/21
N •
'•
+ 1
C •.
`iV r Ii��P�`;a►
♦,may .
R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS
THEY ARE AC11N0 UNDER THE DIREC110N OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
UTILITY H-FRAME
DETAILS
SHEET NUMBER:
E-4
CASE # 20-08-GCCP-05794
17,4

0
132151_NCC019_CD (8).dwg — Sheet:E-5 — User: ms
DEPTH PER
LOCAL UTILITY
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" INNERDUCTS
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.
HANDHOLE — 3O"x48"x36"
45K RATING — BOX & 2 Pc SPLIT COVER
MIS MARKER
?/2 112 ] S.S.
FLAT WASHER
2 PLACES
SKIT) RF'SIS]'AN
SURFACE MS--86 •-
24 [610] IL. CABLE RACK
6 PLACES (2 EACH SIDE)
1 2-I3 UNC
LWTITTC BOLTS
4 PLACES
1/2-13 UNC X 4 1102] L.G.
SS HEX HEAD CAPTIVE BOLT
2 PLACES
?/6 [16] THRU HOLE
Ni? 1/4 [3.2] X 1/£ 113J
DEEP C'SORE
2 PLACES
QUAZITE LOGO
1 [25] X 4 [102] PULL SLOT
W/?/4 [S] CENTER PIN
4 PLACES
POLYMER TONGUE
& GROOVE;
PC 3O48II534YS
IcN
1/2-L3 UNC SELF ALIGNINO,
REPLACEABLE SS. EiZ-NUT
2 PLACES
NOTES:
1. CUS1'OMF:H IS Sal
2. TIIIS ASSEMBLY IS RATED FOR NON--
IJLZ 113ERATE VE}IICVIA411 TRAFFIC Willi A
DESIGN IOAII OF 15.000 LB.9. [$6,720 N]
OVER A 10 [254] X 20 16O81 AREA AND
MUST PASS A MINIMUM STATIC TEST LOAD
45.146 LBS. [200,SO0 i\],
3. DIMENSIONS IN BRACKETS ARE IN
MILLIMETERS UEYIESS NOTED OTHERWISE.
5/8 PULLING EYE
1500# (6672FJ WAX
PULL OBT
[1 EACii END)
PC30413E700
TERMINATOR FOR 4" (102] CONDUIT
4 PLACES
(2 EACH END)
HANDHOLE DETAIL
SCALE: N.T.S.
(TINETRIJrTTCIN NnTFS-
J.DEPTH OF EXCAVATION IS 4' DEEPER THAN
[HE DEPTH CIF THE HAHOHOLE.
2.115E RASE GRAVEL tin LARGER THAN 1/2 '
3.PLACE HANOHOLE WITH COVER IN PLACE.
4.SET HANDHOI.E 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.
=IF B+T GRP
CITYSWITCH
MOUNTAIN,LTD.
MOUNTAIN LTD, WIRELES
FA#10142260
O
z
O
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/25/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6I33O/21
.Day fes rO�
R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS
THEY ARE AC11N0 UNDER THE DIREC110N OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
ELECTRICAL DETAILS
SHEET NUMBER:
E-5
CASE # 20-08-GCCP-05794

0
132151_NCC019_CD (8).dwg — Sheet:E-6 — User: ms
EXISTING TELCO/ABER
SERVICE FROM LOCAL
DEMARCATION POINT
TELCO
BACKBOARD
(TELCO &
ALARM
BLOCKS)
O
EXISTING 200A,
120/240V, 1 PHASE
SERVICE FROM UTIUTY
COMPANY
PROPOSED CIRCUIT
BREAKER TO FEED
AT&T (SERVICE
DISCONNECT) 20 AT&T I
240V, 2 POLE 200A/2PI
2O T -- 9--1 WH
00
C2 A
-
SMGB
0
TIUTY METER,
200A,
120/240V, 1
PHASE, 3W
SHELTER DISCONNECT,
200A, 120/240V, 10, Og
3W (WHERE
REQUIRED)
- 7
EXISTING
GROUND
ELECTRODE
O
rE
SHELTER PANEL
"LCP", 200A, 0
120/240VAC, 30
POLE, 10 KAIC, BOLT
ON BREAKERS
AUTOMATIC TRANSFER
SWITCH, 200A, 120/240V,
2P, 3W O
4
O
2UKW INUUJINLAL UIEJEL
GENERATOR BY GENERAC
MODEL: G007098-0 (STEEL)
POWER RATING: 120/240
VAC 0 1.0pf-20KW-
10002P 83A
—0o O
DC POWER
PLANT
(7) #8 PER
RECTIFIER WITH (1) 3
#8 GROUND FROM AC /
PANEL TO DC POWER
PLANT
CABLE ANO CONDUIT SCHEDULE
MARK
CONDUIT
WIRES EACH CONDUIT
EQUIPMENT
FROM
TO
REMARKS
QTY.
SIZE
TYPE
QTY.
SIZE
GROUND SIZE
VOLTS
AMPS
SUB. CAT.
O
1
2"
PVC
3
#3/0
j4
240
200
AC POWER
SVC DISC
PNL
POWER TO SHELTER, SEE NOTE 8
O
1
0'-4"
PVC
WITH (3
— (1) 25
— )(2 FOR
RIFF
1 INNER
PR CAT
DC POWER
UCTS
5e SHIELDED
FOR
--
--
NCO
OEMARC
FLX12
25 PAIR AND 24 WC POWER FOR FIBER
O
1
2-1/2'
PVC
3
/8
#8
—48
400
DC POWER
GEN DISC
DC POWER PLANT
GENERATOR POWER TO SHELTER, NOTE 8
04
1
1"
PVC
(7) #14 AND BELDEN
--
--
--
CNR PNL
ATS
GENERATOR ALARM CONTROL
GENERAL NOTES:
1.
CONTRACTOR SHALL COORDINATE INCOMING SERVICES WITH LOCAL UTIUTIES 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 USTED 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
(INC) 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 AC MINIMUM. HIGHER
RATINGS SHALL BE REQUIRED WHERE AVAILABLE FAULT CURRENT EXCEEDS THIS VALUE.
EXACT FAULT CURRENT AVAILABLE SHALL BE COORDINATED WITH LOCAL UTIUTY 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 UTIUTY COMPANY.
O2. CONTRACTOR SHALL PROVIDE AND INSTALL CIRCUIT BREAKER IN METER CENTER TO FEED
AT&T SHELTER. CIRCUIT BREAKER SHALL BE 200A, 240V, 2 POLE, TYP AND AC RATING
SHALL MATCH EXISTING.
0 CONTRACTOR SHALL PROVIDE ALL CIRCUIT BREAKERS REQUIRED TO FEED AT&T
EQUIPMENT. CONTRACTOR SHALL LABEL ALL CIRCUIT BREAKERS WITH RESPECT TO SHAT
THEY FEED.
O4. LOAD CENTER IS EQUIPPED WITH TRANSFER SWITCH FOR GENERATOR CONNECTIONS.
BREAKERS ARE INTERLOCKED TO ALLOW ONLY 1 BREAKER CLOSED AT ANY GIVEN TIME.
O5. CONTRACTOR SHALL PROVIDE AND INSTALL NAMEPLATE ON METER TO
INDICATE "AT&T'. NAMEPLATES SHALL BE PHENOUC, WHITE LETTERS ON BLACK
BACKGROUND.
O CONTRACTOR SHALL BOND NEUTRAL TO GROUND AT ONE LOCATION ONLY PER NEC 250
AND LOCAL CODE REQUIREMENTS.
O DO NOT BOND GENERATOR NEUTRAL TO GROUND OR GENERATOR FRAME. GENERATOR
NEUTRAL IS BONDED TO SERVICE ENTRANCE NEUTRAL BOND VIA SOUDLY GROUNDED
ATS (OPEN TRANSITION, FLOATING NEUTRAL AT GENERATOR.
O8. 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.
B+T GRP
C iTY SWITC H
All
MOUNTAI LTD
MOUNTAIN LTD, WIRELES
U
U
z
FA#10142260
0
f
z
O
f
D
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/25/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6U/21
j1'111"rre/3u Iperaq
04q-
•
HAp,i •l /10"1/ °✓
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
RISER DIAGRAM
SHEET NUMBER:
E-6
CASE # 20-08-GCCP-05794

132151_NCC019_CD (8).dwg — Sheet:E-7 — User: ms
0
PANEL SCHEDULE
POS
9ZE
VOLT AMPS
LOAD
POLES
AMP
L1
L2
AMP
POLES
LOAD
VOLT AMPS
5ZE
POS
L1
L2
L1
L2
1
110
2000
RECTIFIER 11
2
30A
20A
1
EXT. GFCI OUTLETS
1g0
112
2
3
2000
30A
2
RECTIFIER /2
2000
#10
4
5
110
2000
��
RECTIFIER 13
2
30A
%////////////////
2000
/
6
7
2000
30A
2
RECTIFIER 14200010
A
2000
8
9
110
2000
jj//�///
RECTIFIER 15
2
30A
2000
FA
10
11
2000
Fr
30A
/////A
2
RECTIFIER /6
j
2000
12
13
j
j/
2000
2000
FA
14
15
�
j
j�j
16
17
VA
VA
18
19
7�
jj/
20
21
Fr
j5
22
23
.j
V
24
25
112
3504
`
1 TON AC UNIT
2
20A
Fr
26
27
3504
20A
1
EXT. FLOOD LIGHTS
70
#12
28
29
112
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 125%
181.9
x 110% 125%
AT&T ELECTRICAL PANEL SCHEDULE
SCALE: N.T.S.
B+T GRP
CITYSWIITCH
All
MOUNTAI LTD
MOUNTAIN LTD, WIRELES
z
FA#10142260
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/06/20
MAS
FINAL
7
07/26/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/30/21
.`'111rrrepeu Iraq
' ,s� A G����r���
-~'%4 ti6S r - </
R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS
THEY ARE AC11NO UNDER THE DIREC110N OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
AT&T ELECTRICAL
PANEL SCHEDULE
SHEET NUMBER:
E-7
CASE # 20-08-GCCP-05794

132151_NCC019_CD (8).dwg — Sheet:G-1 — User: mspeedie
PROPOSED FENCE
AND GATE GROUNDING
(SEE SHEET G-3 FOR
DETAI LS)
PROP. AT&T ICE
BRIDGE
PROPOSED TOWER
GROUND RING
PROPOSED TOWER
0
GROUNDING PLAN
SCALE:
0'
i000000000i
i000000000i
10'
20'
30'
EQUIPMENT PAD
GROUND RING
PROPOSED AT&T
EQUIPMENT WIC
CONNECT TO TOWER
GROUND RING
/III\
"=20'
40'
PROPOSED 50' x 50'
FENCED COMPOUND
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'
0
OGROUND
0
O#2
OGROUND
0
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)
0-5/8"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/"_,n
[phone]
CALL 3 WORKING BEFORE YOU DIG? DAYS ���f
mr? B+T GRP
_mac
CITY5WITGH
All
MOUNTADk LTD.
MOUNTAIN LTD, WIRELES
z
FA#10142260
O
z
O
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/30/21
`� .r1rirrrpru mall
-~',4 `1��-
0/cr. °N s
SE'
rr
414Hll+ 1.�61/
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS
THEY ARE AC11NO UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
GROUNDING PLAN
SHEET NUMBER:
G-1
CASE # 20-08-GCCP-05794

132151_NCC019_CD (8).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 SYSTEM SHALL CONSIST OF DRIVEN
GROUND RODS POSITION ACCORDING TO GROUNDING PLAN. THE
GROUND RODS SHALL BE 5/8"X10'-O" 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 BACKFILLING 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.
16. 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
i
1I1
TYPE VB
TYPE VN
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 & UV 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 UNE THAT IS INTENDED TO BE A
SHARED UNE 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 INSTALLING 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 UNE TAG" DETAIL
CABLE MARKING LOCATIONS TABLE
NO.
LOCATIONS
1
EACH JUMPER SHALL BE COLOR CODED WITH (1) SET OF 3" WIDE
BANDS.
22
EACH MAIN COAX SHALL BE COLOR CODED WITH (1) SET OF 3" WIDE
BANDS 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.
OALL
BOTTOM JUMPERS SHALL BE COLOR CODED WITH (1) SET OF
3/4" WIDE BANDS ON EACH END OF THE BOTTOM JUMPER.
O5
ALL BOTTOM JUMPERS SHALL BE COLOR CODED WITH (1) SET OF
3/4" WIDE BANDS ON EACH END OF THE BOTTOM JUMPER.
1/
TYPE W
TYPE GR
TYPE VS
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
LOCKWASHER
(TYP)
NUT (TYP)
GROUND BAR
GROUNDING
CABLE
PROPOSED
JUMPER
ANTENNA & CABLE GROUNDING
SCALE: N.T.S.
TWO HOLE COPPER
COMPRESSION TERMINAL
GROUNDING BAR
fI FVATION
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.
TYPICAL GROUND BAR CONNECTION DETAIL
SCALE: N.T.S.
GROUNDING
STRAP
FIGURE 1
HEAT SHRINK (CLEAR)
0
GRADE
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
S/S FLAT
WASHER
COPPER BUSS
S/S FLAT WASHER
S/S BOLT
(1 OF 2)
NOTES:
N
1/8" MIN.
I. 1/4" MIN.
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.
0
GENERAL LUG DETAIL
SCALE: N.T.S.
7/16" HOLE
co
9/16" HEX
FIGURE 2
GROUNDING
LUG
ADJUSTABLE STRAP
GROUNDING CLAMP
JACKET TRIM AREA
FIGURF_3
FIGURE 6
ELECTRICAL TAPE
OVER THE
PUTTY TAPE
PUTTY TAPE
5/16" HEX
ROUNDING CLAMP
SLOT FOR
HODE CLAMP
STAINLESS STEEL
HODE CLAMP
GROUNDING
STAP ASSEMBLY
FIGURE 4
FIGURE 7
GROUNDING STRAP WEATHERPROOFING DETAIL
SCALE: N.T.S.
B+T GRP
C iTY SWITC H
MOUNTAIN,LTD
MOUNTAIN LTD, WIRELES
FA#10142260
CD
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4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/06/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 60/21
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IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS
THEY ARE AC11NO UNDER THE DIREC110N OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
GROUNDING
DETAILS
SHEET NUMBER:
G-2
CASE # 20-08-GCCP-05794

0
0
a
132151_NCC019_CD (8).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 - iJ ,
#2 BARE SOUD TINNED
COPPER GROUND WIRE
CADWELD CONNECTION
TO TOWER
0
TOWER
JUMP ICE BRIDGE SECTIONS.
UTIUZE #2 GREEN THHN
HYPRESS LUGS ON BOTH
SIDES WITH DOUBLE BOLT
CONNECTIONS (TYP)
- GK-GROUND KIT
0
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
1 #2 BARE SOUD
` TINNED COPPER
GROUND WIRE
JUMP ICE BRIDGE SECTIONS.
UTILIZE #2 GREEN THHN
HYPRESS LUGS ON BOTH
SIDES WITH DOUBLE BOLT
CONNECTIONS (TYP)
ANTENNA
CABLES
NEW ICE BRIDGE -
JUMP ICE BRIDGE SECTIONS.
UTIUZE #2 GREEN THHN
HYPRESS LUGS ON BOTH
SIDES WITH DOUBLE BOLT
CONNECTIONS (TYP)
GK-GROUND KIT —%
EXTERIOR -
(2)—#2 BARE SOLID TINNED
COPPER GROUND WIRE IN DIA. PVC
SCH. 40 CONDUIT (TYP).
EXTEND CONDUIT 6" BELOW GRADE.
CADWELD GROUND WIRE TO BUS BAR
ill #2 BARE SOUD
TINNED COPPER
GROUND WIRE
COAXIAL GROUNDING AT ICE BRIDGE
USE VSC-1T-V3C
r VERTICAL CADWELD MOLD
6"0x42" MIN. DEPTH PVC TEST
WELL WITH HAND REMOVABLE PVC
TEST WELL COVER OR EQUIV.
4"+/—
36" MIN. OR 6"
CRUSHED GRAVEL
FINISHED GRADE
i/\/\/\/\/\/GALVANIZED
/�
STEEL BUS BAR /
2"0 HOLE DRILLED /�
FOR GROUND RING
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
SCALE: N.T.S.
TOP OF COMPOUND STONE
` GEOTEXTILE FABRIC
I
a DIRECT BURIAL CABLE OR CONDUIT
(POWER, CONTROL, TELEPHONE,
CifTELEMETERING, 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 LINE BELOW
CAUTION
ORANGE
CAUTION CAUTION
BURIED TELEPHONE LINE BELOW
CAUTION
STANDARD MARKER TAPE DETAIL
SCALE: N.T.S.
-000r®®4000 000®00®4000400
®®®®®®®®®®®®®®®®®®®®®®l®
1C�� �— ®®®®®®®®®®®®®®®®®®
2 7 ®®®®®®®®® OMOVI I) g
I
0 .469x.719 TYP
20"
TOP OF GROUND
//\//\/ / #2 AWG BARE TINNED SOLID
\/\/ \\, COPPER 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.
.265 IN HIGH CHARACTER,
STAMPING TO READ:
"PROPERTY AT&T
DO NOT RECYCLE"
0 .469x.719 TYP
(41) PL
1 (41) PL
4
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
#2 BARE SOLID TINNED
COPPER WIRE
TYPICAL FENCE POST GROUNDING
SCALE: N.T.S.
NOTE:
#2 SOLID 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 FASTENERS
COAT
FOR LANDING OF ALL GROUNDS AT UTILITY BOARD.
0 24" CENTERS (TELCO GROUND) AT WITH ELECTRIC MOTION ANTI -THEFT COMPOUND.
2"
SHOWN INSTALLED
WITH HEAD REMOVED
(TAMPER RESISTANT)
TOWER LEG BUS BAR DETAIL
SCALE: N.T.S.
I1II
#2 BST TO
2
BUS BAR -
1
I /
CADWELD
(TYP)mil
1'-61—
---
5/8"x10' GROUND ROD
10' 0"
#2 BARE SOUD TINNED TO PLA
N
RING AS SHOWN ON
BRA
A
([xi1
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)
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 VIBRSEAU STAINLESS STEEL (303)
2
2
03-009-0118-ODD
2"x2" INSULATOR; FIBERGLASS
2
1
02-009-0672-ODD
20" GROUND BAR; STEEL; GALVANIZED
1
ITEM
PART NO.
DESCRIPTION
REQ
WIN Mr
ELECTRIC 181101 CO. ITT
MIMED,CT OM ON
PART #EM Sd1120-81-NR
0
#2 SOUD 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
C iTY SWITC H
All
MOUNTAIN,LTD
MOUNTAIN LTD, WIRELES
FA#10142260
CD
z
C
p4
4226-ZZ1 C
z
C
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C
C7
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/26/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/30/21
111rrreppeu Iraq
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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.
GROUNDING
DETAILS
SHEET NUMBER:
G-3
CASE # 20-08-GCCP-05794

N
0
0,
E
132151_NCC019_CD (8).dwg —
PROPOSED 25' WIDE
INGRESS/EGRESS EASEMENT
PROPOSED 10' WIDE
UTILITIES EASEMENT
/
PROPOSED 14' WIDE //
GRAVEL ACCESS ROAD/
/
/
/
0
/
/
LANDSCAPE PLAN
SCALE:
0'
//.
15'
30'
45'
TYPE A 40'
LANDSCAPE
BUFFER
1 "=30'
60'
WETLAND LIMITS
PROPOSED 50' x 50'
FENCED COMPOUND
PROPOSED 15'
LANDSCAPE EASEMENT
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
QTY
BOTANICAL NAME
COMMON NAME
13
PINUS TAEDA
LOBLOLLY PINE
26
QUERCUS 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.
B+T GRP
C iTY SWITC H
MOUNTAIN,LTD.
MOUNTAIN LTD, WIRELES
FA#10142260
O
z
O
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/25/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/30/21
R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS
THEY ARE AC11NO UNDER THE DIREC110N OF A UCENSED
PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT.
LANDSCAPE &
IRRIGATION PLAN
SHEET NUMBER:
L-1
CASE # 20-08-GCCP-05794

IRRIGATION NOTES:
mspeedie — Mar 19, 2021
132151_NCC019_CD (8).dwg — Sheet:L-2 —
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
PINESTRAW
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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
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 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.
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� 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.
B+T GRP
CITYSWITCH
MOUNTAIN,LTD.
MOUNTAIN LTD, WIRELES
z
FA#10142260
O
z
O
4226-ZZ1 C
PROPOSED 220' SELF SUPPORT TOWER
PROJECT NO: 132151
CHECKED BY: GEM
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
6
07/08/20
MAS
FINAL
7
07/28/20
MAS
CONSTRUCTION
8
03/19/21
MAS
CONSTRUCTION
B&T ENGINEERING, INC.
C-4171
Expires 6/30`21
„,%:6..‘ 9 A
r4
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.
LANDSCAPE &
IRRIGATION PLAN
SHEET NUMBER:
L-2
CASE # 20-08-GCCP-05794