HomeMy WebLinkAboutSE202200052 Correspondence 2022-08-30 (2)N,
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SITE LOCATION
AMEMCAN TOWER°
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ATC SITE NAME: ADVANCE MILLS VA
ATC SITE NUMBER: 88274
AT&T PACE NUMBERS: MRVWN016401 (BWE
TOWER
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TOP RRH SWAP)
AT&T SITE ID: VAL02322
a
AT&T FA CODE: 10105318
VICINITY MAP
AT&T SITE NAME: PINEY MOUNTAIN
LOCATION MAP
SITE ADDRESS: 5317 PINEY MTN RD
RUCKERSVILLE, VA 22968-1632
AT&T MOBILITY
ANTENNA AMENDMENT PLAN
COMPLIANCE CODE
PROJECT SUMMARY
PROJECT DESCRIPTION
SHEET INDEX
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED
SITE ADDRESS:
THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED
SNOT
DESCRIPTION:
REV:
DATE:
BY.
IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE
AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW:
FOLLOWING CODES AS ADOPTED BY THE LOCAL
5317 PINEY MTN RD
TOWER WORK:
G-001
TITLE SHEET
0
01/79/22
JW
GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS
RUCKERSVILLE, VA 2296&1632
REMOVE (3) ANTENNA(S) AND (3) RRU(s).
G-002
GENERAL NOTES
0
01/19/22
JW
TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO
THESE
INSTALL (3) SECTOR MOUNT(S), (6) ANTENNA(S), AND (3) RRU(5).
CODES.
COUNTY: ALBEMARLE
C-101
DETAILED SITE PLAN
0
01/19/22
1. 2018 VA USBC
GEOGRAPHIC COORDINATES:
TENNA(S), EXISTING (3) AN(6) TMA(5), (9) RRU(e), (2) SQUID(S),
JW
2. CODE (NEC)
(12) 1-5/8-COAX CABLE(S), (4) 0.82- DC TRUNK(S), AND (2) 0.40-
LOCAL2017
BUILDIIONAL NG
3. LOCAL BUILDING CODE
LATITUDE: 38.17883
FIBER TRUNK(S) TO REMAIN.
C-201
TOWER ELEVATION
0
01/19/22
JW
C407
RF SCHEDULE AND ANTENNA INSTALLATION
0
07/79/22
JW
4. CITY/COUNTY ORDINANCES
LONGITUDE:-78.47927
GROUND WORK:
REMOVE (7) CORDEX CXRF HP 484KW RECTIFIER(S).
C-507
CONSTRUCTION DETAILS
0
07/79/22
JW
GROUND ELEVATION: 1060' AMSL
INSTALL(1) 164 AH EAST PENN HT170ET 48V BATTERY STRING(S).
E-101
ELECTRICAL DETAILS
0
01/19/22
JW
E-501
GROUNDING DETAILS
0
01/19/22
JW
Rf01
SUPPLEMENTAL
PROJECT TEAM
R602
SUPPLEMENTAL
NOTE: CONSTRUCTION DRAWING SET IS NOT INTENDED TO
REPRESENT ANY ELECTRICAL DESIGN OTHER THAN THE
R603
SUPPLEMENTAL
TOWER OWNER: APPLICANT:
GROUNDING SHOWN, OR TO BE USED TO OBTAIN AN ELECTRICAL
R604
SUPPLEMENTAL
AMERICAN TOWER AT&T MOBILITY
PERMIT. AN ELECTRICAL PERMIT IS REQUIRED TO WIRE UP THE
10 PRESIDENTIAL WAY
PROPOSED CABINETS. ANY ELECTRICAL UPGRADES WILL BE
WOBURN, MA 01801
ENGINEER: PROPERTY OWNER:
TOWER ENGINEERING BOLDT, CHARLESM
ENGINEERED AND PERMITTED IN A SEPARATE CONSTRUCTION
DRAWING SET.
R605
SUPPLEMENTAL
UTILITY COMPANIES
R606
SUPPLEMENTAL
POWER COMPANY: RAPPAHANNOCK ELECTRIC COOP
PROJECT NOTES
PHONE: (800) 552-3904
PROFESSIONALS 5260 PINEY MOUNTAIN RD
1. THE FACILITY IS UNMANNED.
TELEPHONE COMPANY: CENTURVLINK
326 TRVON ROAD QHARLOTTESVILLE, VA 229116109
2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A
PHONE: (806) 616-3301
RALEIGH, NO 27603-3530
MONTH FOR ROUTINE INSPECTION AND MAINTENANCE.
3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND
PROJECT LOCATION DIRECTIONS
DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE.
4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL
IS REQUIRED.
5. HANDICAP ACCESS IS NOT REQUIRED.
6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN
ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED
FROM HWY 29 TURN WEST ONTO HWY 763. TAKE 763 TO PINEY
REVIEW UNDER 47 U.S.C.§ 1455(A) AS A MODIFICATION OF AN
Know what's below.
MOUNTAIN ROAD. TURN RIGHT FOLLOW ROAD TO TOP.
EXISTING WIRELESS TOWER THAT INVOLVES THE
COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF
Call before you dig.
TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL
CHANGE UNDER CFR § 1.61000 (13)(7).
nen01me
IM ENQMNc PROFESMW
326 TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661Q51
www.tepgroup.net
REV. DESCRIPTION BY DATE
A\ PRELIMINARY RRG 01/11/22
0k 100% CONSTRUCTION JW 01/19/22
0
o
ATC SITE NUMBER: 88274
ATC SITE NAME: ADVANCE MILLS VA
AT&T MOBILITY SITE NUMBER:
VAL02322
AT&T MOBILITY SITE NAME:
PINEY MOUNTAIN
SITE ADDRESS:
5317 PINEY MTN RD
RUCKERSVILLE, VA 22968-1632
SEAL:
�H
0 R HENK 2
U Lic. No. 060894
APO
x-�L6NG�[,
01/19/22
AT&T
DATE DRAWN:
07/19/22
ATC JOB NO:
73744214
CUSTOMER NAME:
PINEY MOUNTAIN
CUSTOMER ID:
VAL02322
TITLE SHEET
SHEET NUMBER:
REVISION.
G-001
0
U
GENERAL CONSTRUCTION NOTES:
1. OWNER FURNISHED MATERIALS, AT&T TIE COMPANY' WILL PROVIDE AND ME
CONTRACTOR WILL INSTALL
A. BTS EQUIPMENT FRAME(PLATFORM) AND ICERRIDGE SHELTER (GROUND
SOL LDICOTOCATE ONLY)
K ACITELCO INTERFACE BOX (PPG)
C. ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/COLOGATE ONLY, GC
TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION)
D. TOWERS MONOPOLES
E, TOWER LIGHTING
F, GENERATORS& LIQUID PROPANE TANK
G. ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING
H. ANTENNAS (INSTALLED BY OTHERS)
I. TRANSMISSION LINE
J. TRANSMISSION LINE JUMPERS
K, TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS
L. TRANSMISSION UNE GROUND KITS
M. !ANGERS
N. HOISTING GRIPS
O. BTS EQUIPMENT
THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE
COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH
MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SU64'RAME FOR PLATFORM,
ROOFING LABOR AND MATERIALS. GROUNDING RINGS. GROUNDING WIRES,
COPPER -CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS AND
DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER,
CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND
RUBBER MATTING, REPAIR, CONCRETE CAISSONS, PATS AND/OR AUGER MOUNTS,
MISCELLANEOUS FASTENERS, CABLE TRAYS, NONSTANDARD ANTENNA FRAMES AND
AIT OTHER MATERVLL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO
THE DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF AT&T TO APPLY FOR
PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED
PERMITS,
3. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL
CODES, INCLUDING ANSIIEIAYTA-222, AND COMPLY WTH ATC CONSTRUCTION
SPECIFICATIONS.
4, CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND
UTILITIES PRIOR TO START OF CONSTRUCTION,
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED
INSPECTIONS.
B. ALL DIMENSIONS TO, OF, AND ON METING BUILDINGS, DRAINAGE STRUCTURES, AND
SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL
DISCREPANCIES REPORTED TO THE ENGINEER.
T DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.
DETERMINE IF ANY PERMITS WILL RE OBTAINED BY CONTRACTOR. ALL REQUIRED PERMITS
NOT OBTAINED BY AT&T MUST BE OBTAINED, AND PAID FOR, BY THE CONTRACTOR.
23, CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH AT&T
SPECIFICATIONSAND REQUIREMENTS.
24, CONTRACTOR SHALL SUBMITALL SHOP DRAWINGS TO AT&T FOR REVIEWAND
APPROVAL PRIOR TO FABRICATION.
25, ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S
SPECIFICATIONSAND LOCATED ACCORDING TO AT&T SPECIFICATIONS, AND AS SHOWN IN
THERE PLANS,
a, THE CONTRACTOR SHALLSUPERVISEAND DIRECTTHEPROJECTDESCRIBED HEREIN
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL
PORTIONS OF THE WORK UNDER THE CONTRACT,
27, CONTRACTORSHALLNOTIFYAT&T REPAMINIMUM OF 48 HOURS IN ADVANCE OF
POURING CONCRETE OR BACKFILLING MY UNDERGROUND UTILITIES, FOUNDATIONS OR
SEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND
APPROVAL.
28, CONTRACTOR SHALL BE RESPONSIBLE FOR SIZE SAFETY INCLUDING COMPLANCE WITH
ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL
NECESSARY SAFETY DEVICES INCLUDING PPE AND RPM AND CONSTRUCTION DEVICES SUCH
AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING, TRENCH
BOXESSLOPING, BARRIERS, ETC.
29, THE CONTRACTOR$HAIL PROTECT AT HIS OM EXPENSE, ALL EXISTING FACILITIES AND
SUCH OF HIS NEW MRK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY
DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS
REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS
CONTRACTOR OR HIS REPRESENTATIVES, EITHER TO ME EXISTING WORK, OR TO HIS WORK
OR THE WORK OF MY OTHER CONTRACTOR, SHALL BE REPAIRED AT HIS EXPENSE TO ME
OWNER'S SATISFACTION.
W. ALLWORK SHALL BE INSTALLED INA FIRST CLASS, NEATAND NORKMANUKE MANNER
BY MECHANICS SKILLED IN ME TRADE INVOLVED. THE QUALITY OF WORKMANSHIP SHALL BE
SUBJECT TO THE APPROVAL OF THE AT&T REP. ANY WORK FOUND BY ME AT&T REP TO BE
OF INFERIOR QUALITY ANDIOR WORKMANSHIP SHALL RE REPLACED MOM REWORKED AT
CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED.
31. IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF
MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES ANDIOR MANUFACTURER'S
CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED,
32. AT&T FURNISHED EQUIPMENT SHALL BE PICKED-UPAT ME AT&T WAREHOUSE, NO
LATER MAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED AND
INSTALLED BY ME CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE ME
EQUIPMENT IN OPERATION, READY FOR USE. ME CONTRACTOR SHALL BE RESPONSIBLE FOR
ME EQUIPMENT AFTER PICKING IT UP,
8. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS
MAT&T OR H IS ARCHITECT/ENGINEER RESERVES ME RIGHT TO REJECT MY EQUIPMENT
OTHERWISE NOTED.
OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE LATH THE CONTRACT
DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND ME EQUIPMENT $HALL BE
REPLACED WITH EQUIPMENT CONFORMING TO ME REQUIREMENTS OF THE CONTRACT
9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
DOCUMENTS BY THE CONTRACTOR AT NO COST TO AT&T OR THEIR ARCHITECTIENGINEER.
SAFETY WHICH SHALL BE ME SOLE RESPONSIBILITY OF ME CONTRACTOR.
SPECIAL CONSTRUCTION
10. CONTRACTOR SHALL GRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED
FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING,
ANTENNA INSTALLATION NOTES:
ANCHOR BOLTS, ETC.
11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS
DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING V DRK
12. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR
NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO ME AT&T REP
PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL
REQUIRE WRITTEN APPROVAL BY ME AT&T REP PRIOR TO PROCEEDING.
13. EACH CONTRACTOR SHALL COOPERATE WITH ME AT&T REP, AND COORDINATE HIS
WORK WITH THE WORK OF OTHERS.
14. CONTRACTOR SHALL REPAIR MY DAMAGE CAUSED BY CONSTRUCTION OF THIS
PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION
OF THE AT&T CONSTRUCTION MANAGER.
15. ALLCMUFBCONWITENTRYi TPORTSSH
INSTALLATION USING ASINCONE SEALANT.
16. THERE EXISTING CONDITIONS DO NOT MATCH THOSE SHORN IN THIS PLAN SET,
CONTRACTOR SHALL NOTIFY THE AT&T REP AND ENGINEER OF RECORD IMMEDIATELY.
1. WORKINCLUDED
A. ANTENNA AND COAXIAL CABLES ME FURNISHED BY AT&T UNDER A SEPARATE
CONTRACT THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION CONTRACTOR IN
TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL RE
RESPONSIBLE FOR ME PROTECTION OF PERSONNEL.
& INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND AT&T SPECIFICATIONS.
C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAVMGS
STEEL OR ALUMINUM WAVEGUIDE.
E CONTRACTOR SHALL PROVIDE FOUR(4) SETS OF SWEEP TESTS USING
ANRITZU-PACWARD 8713B RF SCAI NR NETNORK ANALYZER. SUBMIT FREQUENCY DOMAIN
REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER. SWEEP TESTS$HALL BE
A$ PER ATTACHED RFS "MINIMUM FIELD TESTING RECOMMENDED FOR ANTENNA AND HELM
COAXAL CABLE SYSTEMS" DATED lW5513. TESTING SHALL BE PERFORMED BY AN
INDEPENDENT TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF
WORKCOMPLETION.
17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE
F. INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENT PER
AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.
MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTIONS BETWEEN ME
ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL COAXAL
CARDS THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERVd$E STATED.
18. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM ME SITE AT THE END OF
EACH DAY.
G. ANTENNAAND COAXIAL CABLE GROUNDING:
19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER
CORPORATION(ATC)MDTAKEPRECAUTIOUSTOMINIMVEIMPACTMDDIMUPTONOF
2, ALL EXTERIOR to GREEN GROUND WIRE TAISY CHAIN" CONNECTIONSARE TO BE
OTHER OCCUPANTS OF ME FACILITY,
WEATHER SEALED WITH RFS CONNECTORSSPLICE WEATHERPROOFING KIT =1213 OR
EQUAL.
M. CONTRACTOR SHALL FURNISH AT&T AND AMERICAN TOTER CORPORATION (ATC) WITH
A PDF MARKED UP M-BUILT SET OF DRAWINGS UPON COMPLETION OF WORK.
21. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH AT&T REP TO
DETERMINE WHAT, E ANY, ITEMS WILL SE PROVIDED. ALL ITEMS NOT PROVIDED SHALL
BE PROVIDED AND INSTALLED BY ME CONTRACTOR. CONTRACTOR WILL INSTALL ALL
ITEMS PROVIDED.
22. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH AT&T REP TO
3. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF
COAXAL CABLE (NOT WITHIN BENDS)
ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE
CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC
ENGINEERING IMMEDIATELY FOR CORRECTION OR RE -DESIGN.
FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR
ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR
APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
AMERIGAIV TOWER
4'0�
IOU NqM PRITE)E111W
326TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661Q51
www.tepgroup.net
REV. DESCRIPTION BY DATE
AA PRELIMINARY RRG 01/11/22
QO 100% CONSTRUCTION JVV 01/19/22
IL
ATC SITE NUMBER: 88274
ATC SITE NAME: ADVANCE MILLS VA
AT&T MOBILITY SITE NUMBER:
VAL02322
AT&T MOBILITY SITE NAME:
PINEY MOUNTAIN
SITE ADDRESS:
5317 PINEY MTN RD
RUCKERSVILLE, VA 22968-1632
SEAL:
H
0 /
0 TY S NK
U Lic. No. 060894
A8O �
xl�L6NG�[,
01/19/22
AT&T
DATE DRAWN:
01/19/22
ATC JOB NO:
13744214
CUSTOMER NAME:
I PINEY MOUNTAIN
CUSTOMER ID:
I VAL02322
GENERAL NOTES
SHEET NUMBER;
REVISION.
G-002
0
U
SITE PLAN NOTES:
1. THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER
AT THE TIME OF THIS DESIGN. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO
CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK
FOR THIS PROJECT.
2. ICE BRIDGE, CABLE LADDER, COAX PORT, AND COAX CABLE ARE SHOWN FOR REFERENCE
ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALL PROPOSED AND EXISTING
EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. BEFORE UTILIZING EXISTING CABLE
SUPPORTS, COAX PORTS, INSTALLING NEW PORTS OR ANY OTHER EQUIPMENT, CONTRACTOR
SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS.
3. THIS CONSTRUCTION DRAWING SET IS NOT INTENDED TO REPRESENT ANY ELECTRICAL
DESIGN OTHER THAN THE GROUNDING SHOWN, OR TO BE USED TO OBTAIN AN ELECTRICAL
PERMIT. AN ELECTRICAL PERMIT IS REQUIRED TO WIRE UP THE PROPOSED EQUIPMENT. ANY
ELECTRICAL UPGRADES WILL BE ENGINEERED AND PERMITTED IN A SEPARATE
CONSTRUCTION DRAWING SET.
4. THE TOWER IS LOCATED IN ZONE "X," AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL
CHANCE FLOODPLAIN ACCORDING TO FEMA COMMUNITY PANEL#51003C0145D, DATED
FEBRUARY D4, 2D05.
LEGEND
®
GROUNDING TEST WELL
ATS
AUTOMATIC TRANSFER SWITCH
B
BOLLARD
CSC
CELL SITE CABINET
D
DISCONNECT
E
ELECTRICAL
F
FIBER
GEN
GENERATOR
G
GENERATOR RECEPTACAL
HH, V
HAND HOLE, VAULT
IB
ICE BRIDGE
K
KENTROX BOX
LC
LIGHTING CONTROL
M
METER
PB
PULL BOX
PP
POWER POLE
T
TELCO
TRN
TRANSFORMER
CHAINLINK FENCE
53'-0"
EXISTING
EXISTING 3'-6" X 8'-0" 4'-0" X 10'-0"
EMPTY CON. PAD BYUOTHERS
IPMENT PAD N
BY OTHERS
EXISTING 3'-6" X 8'-0"
EMPTY CON. PAD
BY OTHERS EXISTING UTILITY H-FRAME o
EXISTING AT&T MOBILITY I BY OTHERS (TYP.) N
(12) 7-5/8" COAX CABLES
(2) 0.40" FIBER TRUNKS ,
(4) 0.82" OC TRUNKS
(TO REMAIN) PROPOSED AT&T MOBILITY
G GRAVEL EQUIPMENT TO BE INSTALLED INSIDE 1
SURFACE EXISTING EQUIPMENT SHELTER:60
(1) 164 AH EAST PENN HT170ET 48V
rn EXISTING 2'-6" X 74'-0" M BATTERY STRING
o EQUIPMENT PLATFORM m
Io BY OTHERS h
EXISTING 702'-6"
SELF SUPPORT TOWER EXISTING CHAIN -LINK
FENCED COMPOUND
EXISTING 8'-0" X 8'-O"
EMPTY CON. PAD D
BY OTHERS N O
EXISTING AT&T MOBILITY MID
11'-6" X 20'-0" EQUIPMENT SHELTER D L
WITHIN 240 SO FT GROUND SPACE
EXISTING ICE BRIDGE 0 o EXISTING AT&T MOBILITY
BY OTHERS (TYP.) 8'-0" o .I EQUIPMENT INSTALLED INSIDE EXISTING
EQUIPMENT SHELTER.-
(1) ALPHA 48V POWER PLANT
(5) CORDEX CXRF HP 48-4KW RECTIFIERS
(4) CORDEX CXDF 48-24/2KW CONVERTERS
EXISTING (2) 164 AH EAST PENN HT170ET 48V STRINGS
42'-9" X 5 EQUIPMENT D D (TO REMAIN)
BUILDDINGING BY OTHERS (1) CORDEX CXRF HP 48-4KW RECTIFIER
/ (TO BE REMOVED)
DETAILED SITE PLAN
6CALE:1'=2V
0 20' 40'
SCALE: 1"=20'(17X17)
1"=10'(22X34)
�l
F 7 F PP
60TRN.
MID
Ak
AMflme
1
TOUR DOM PRIXESEW
326TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661Q51
www.tepgroup.net
REV. DESCRIPTION BY DATE
AA PRELIMINARY RRG 01/11/22
QO 100% CONSTRUCTION JW 01/19/22
IL
ATC SITE NUMBER: 88274
ATC SITE NAME: ADVANCE MILLS VA
AT&T MOBILITY SITE NUMBER:
VAL02322
AT&T MOBILITY SITE NAME:
PINEY MOUNTAIN
SITE ADDRESS:
5317 PINEY MTN RD
RUCKERSVILLE, VA 22968-1632
SEAL:
0
O� G
0 TYLER SHENK Z
U Lic. No. 060894
APO
xl��ONAL6NG�[,
01/19/22
AT&T
DATE DRAWN:
07/19/22
ATC JOB NO:
73744214
CUSTOMER NAME:
PINEY MOUNTAIN
CUSTOMER ID:
VAL02322
DETAILED SITE PLAN
SHEET NUMBER.
REVISION.
C-101
0
Q
TOP OF EXISTING
�l HIGHEST APPURTENANCE
ELEV 105'-6"
TOP OF EXISTING TOWER
ELEV 102-6"
91 EXISTING AT&T MOBILITY
C40 EQUIPMENT
EXISTING
(3) NNH4-65C-R6 ANTENNAS
(6) ETW190VS12UB TMAs
(3) 4478 814 RRUS
(3) 4475 525 RRUS
(3) RRUS-11 B12 RRUS
(2) DC6-48-60-78-8F SQUIDS
(12) 1-5/8" COAX CABLES
(2) 0.40" FIBER TRUNKS
(4) 0.82" OC TRUNKS
(TO REMAIN)
(3) SBNHH- I D65B ANTENNAS
(3) RRUS-12 B4 + RRUS-A2 84 RRUS
(TO BE REMOVED)
EXISTING AT&T MOBILITY
TIANTENNA ® 89Y
EXISTING AT&T MOBILITY
RAO CENTER ® 85'
EXISTING AT&T MOBILITY it
B/ANTENNA ® 81'
EXISTING TOWER ELEVATION
SCALE: 1-= 10'
0 IV 20'
SCALE: 1"=IV(I IX77)
1 6'(22X34)
EXISTING 102'-6"
SELF-SUPPORT TOWER
EXISTING TOP
OF BASE PLATE
TOP OF EXISTING
HIGHEST APPURTENANCE
4 ELEV 105'-6"'
TOP OF EXISTING TOWER
ELEV 102"-6"
1 PROPOSED SECTOR FRAME
MOUNT BY COMMSCOPE
(PIN: SFG22HDX144-H10) OR
APPROVED EQUIVALENT (TYP. 3)
2 EXISTING AND
PROPOSED AT&T
C40 MOBILITY EQUIPMENT
PROPOSED
(6) NNH4$5C-R6-V3 ANTENNAS
(3) 4426 B66 RRUS
EXISTING
(3) NNH4-65C-R6 ANTENNAS
(6) ETW190VS12UB TMAs
(3) 4478 814 RRUS
(3) 4415 B25 RRUS
(3) RRUS-11 612 RRUS
(2) DC6-48-60-18-8F SQUIDS
(12) 1-5/8" COAX CABLES
(2) 0.40" FIBER TRUNKS
(4) 0.82" OC TRUNKS
PROPOSED AT&T MOBILITY
T/ANTENNA @ 89' Y
PROPOSED AT&T
RAD CENTER Q 85'
PROPOSED AT&T /l
B/ANTENNA @ 81'
EXISTING 102'-6"
SELF-SUPPORT TOWER
PROPOSED TOWER ELEVATION
G
SCALE: 1-=1 V
0 10, 20'
SCALE: 1 =10' (11X17)
1" 6 (22X34)
EXISTING TOP
OF BASE PLATE
PER MOUNT ANALYSIS COMPLETED BY POWER OF DESIGN,
DATED DECEMBER 30, 2021, THE PROPOSED MOUNT CAN
ADEQUATELY SUPPORT THE PROPOSED LOADING.
TOWER NOTE:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONFIRM WITH THE PROJECT MANAGER THAT
THEY HAVE THE MOST RECENT VERSION OF THE
STRUCTURAL ANALYSIS BEFORE COMMENCING
WORK. EXISTING AND PROPOSED TOWER
APPURTENANCES, MOUNTS, AND ANTENNAS ARE
SHOWN BASED ON THE STRUCTURAL ANALYSIS.
2. WHERE APPLICABLE, ALL NEW ANTENNAS,
EQUIPMENT, MOUNTS, CABLING, ETC. SHALL BE
PAINTEDISOCKED TO MATCH EXISTING EQUIPMENT
IN ACCORDANCE WITH FAA, JURISDICTION, AND/OR
OTHER LOCAL REQUIREMENTS.
3. ROUTE PROPOSED CABLES ALONG SAME PATH AS
EXISTING CABLES AND IN ACCORDANCE WITH
STRUCTURAL ANALYSIS. WHERE POSSIBLE UTILIZE
EXISTING CABLE SUPPORT STRUCTURES AS
PROVIDED FOR CARRIER TO ADEQUATELY SECURE
CABLES, USING EITHER APPROPRIATELY SIZED
STAINLESS STEEL SNAP -INS OR MOUNTING
HARDWARE AND BRACKETS AS SPECIFIED BY
CABLE MANUFACTURER. OTHERWISE, ATTACH
CABLES TO HORIZONTAL OR DIAGONAL TOWER
MEMBERS USING PROPOSED STAINLESS STEEL
ADAPTERS (DO NOT ATTACH TO TOWER LEG).
4. TOWER ELEVATIONS ARE MEASURED FROM TOP
OF BASE PLATE TO MATCH STRUCTURAL
ANALYSIS. ELEVATIONS DO NOT REFLECT TRUE
ABOVE GROUND LEVEL (A.G.L.)
5. TOWER ELEVATION DEPICTION MAY NOT REFLECT
ALL EQUIPMENT INCLUDED IN STRUCTURAL
ANALYSIS. REFER TO STRUCTURAL ANALYSIS FOR
FULL TOWER LOADING.
ANL�nC� e
1
TOUR DOM PRIESEW
326TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661Q51
www.tepgroup.net
REV. DESCRIPTION BY DATE
AA PRELIMINARY RRG 01/11/22
QO 100% CONSTRUCTION JW 01/19/22
A
ATC SITE NUMBER: 88274
ATC SITE NAME: ADVANCE MILLS VA
AT&T MOBILITY SITE NUMBER:
VAL02322
AT&T MOBILITY SITE NAME:
PINEY MOUNTAIN
SITE ADDRESS:
5317 PINEY MTN RD
RUCKERSVILLE, VA 22968-1632
SEAL:
IS
�O
C) TYLER SHENK Z
U Lic. No. 060894
L6NG`[,
01/19/22
AT&T
DATE DRAWN:
01/19/22
ATC JOB NO:
13744214
CUSTOMER NAME:
I PINEY MOUNTAIN
CUSTOMER ID:
I VAL02322
TOWER ELEVATION
SHEET NUMBER:
REVISION.
C-201
0
U
EXISTING CONFIGURATIONS ARE BASED ON RFDS.
CONTRACTOR TO VERIFY EXISTING CONDITIONS.
G \`30o
9,yyq
cy�\
EXISTING RRUS-II B72 RRU
(TO BE RELOCATED) (rVP. 3)
EXISTING 4415 B25 RRU
(TO BE RELOCATED) (TYP. 3)
EXISTING 4478 B14 RRU
(TO BE RELOCATED) (TYP. 3)
EXISTING SBNHH-1D65B ANTENNA
(TO BE REMOVED) (rVP. 3)
EXISTING
DC6-48-60-18-8F SQUID
(TO BE RELOCATED) (TYP. 2)
EXISTING 102'-6"
SELF-SUPPORT TOWER
�P
EXISTING RRUS-12 84 +
RRUS-A2 B4 RRU
(TO BE REMOVED) CrYP. 3)
EXISTING ETWI9OV312U5 TMA
(TO BE RELOCATED) (TYP. 6)
EXISTING NNH4-65C-R6 ANTENNA
(TO BE RELOCATED) (TYP. 3)
0 6' 10,
I CURRENT ANTENNA PLAN N
SCALE: 1-=5 SCALE: 1 =5' (11X77)
1"=2.6' (22X34)
LOCATION
I ANTENNA SUMMARY
NON ANTENNA SUMMARY
SECTOR
RAID
AZ
POS
ANTENNA
BAND
STATUS
ADDITIONAL TOWER
STATUS
MOUNTED EQUIPMENT
(1) ETW190VS12UB
REL
Al
NNH4ESC-R6
LTE 7DWLTE 1900/
REL
(1)4478 B14
REL
ALPHA
85'
60'
UMTS 1900
(1)4415B25
REL
A2
SBNHH-ID65B
LTE 700/LTE AWS
RMV
(1)RRUS-11 B12
REL
(1)RRUS-12 B4+RRUS-A2 B4
RMV
(1) ETW790VS12UB
REL
B7
NNH465C-R6
LTE 7DWLTE 1900/
REL
(1)4478 B14
REL
BETA
85'
780'
UMTS 1900
(1) 4415 B25
REL
(1) RRUS-11 B12
REL65B
82
SBNHH-iD
LTE 700/LTE AWS
RMV
(1)RRUS12 B4+RRUS-A2 B4
RMV
(1) ETW190VS12UB
REL
CI
NNH465C-R6
LTE 7DWLTE 1900/
REL
(1)4478 B14
REL
GAMMA
85'
300'
UMTS 1900
B25
REL
(1)1)4415
REL
C2
SBNHH-iD658
LTE 700/LTE AWS
RMV
(1)RRU$12 B4+RRUS-A2 B4
RMV
PER MOUNT ANALYSIS COMPLETED BY POWER OF DESIGN,
DATED DECEMBER 30, 2021, THE PROPOSED MOUNT CAN
ADEQUATELY SUPPORT THE PROPOSED LOADING.
�'H9 A4Ro _
p PROPOSED 4426 B66 RRU
C-50 (1 PER SECTOR) (TYP. 3)
Gy jam°
47�
EXISTING RELOCATED
4478 B14 RRU SHOWN
STACKED VERTICALLY
(TYP. 3)
EXISTING RELOCATED
RRUS-11 B12 RRU
(TYP. 3)
IT-13"
e1 PROPOSED J
NNH4.65C.R6.V3 ANTENNA
C-50 (2 PER SECTOR) (TYP. 6) m
D
0
EXISTING RELOCATED
4415 32-'RRU SHOWN
STACKED VERTICALLY
FOR CLARITY (TYP. 3)
6�
P7' _gyp
PROPOSEDSECTOR
FRAME BY COMMSCOPE
(PIN: SFG22HDX14-4-1110)
OR APPROVED EQUIVALE
(TVP. 3)
6o
EXISTING RELOCATED
DC6-48-60-18-8F SQUID
(TYP. 2)
EXISTING 102'-6"
81
SELF-SUPPORT TOWER
82
I,
(�TYP
T
m
.�`�
m
.�-�
EXISTING RELOCATED
ETW190VS12UB TMA (TYP. 6)
m
1.m
I.
D
$
D
mo
EXISTING RELOCATED
NNH4-65C-R6 ANTENNA
(TYP. 3)
0
5'
10,
PROPOSED RRUS MUST BE FINAL ANTENNA PLAN N
INSTALLED A MINIMUM OF 12" L SCALE: 1'�5'
AWAY FROM ALL ANTENNAS SCALE: 1"=5' (11X17)
1"=25(22X34)
NOTES
CONFIRM WITH AT&T REP FOR
LOCATION
APPLICABLE UPDATESIREVISIONS
AND MOST RECENT RFDS FOR
SECTOR
RAD
NSN CONFIGURATION (CONFIG).
GC TO CAP ALL UNUSED PORTS.
CONFIRM SPACING OF PROPOSED
EQUIP DOES NOT CAUSE TOWER
CONFLICTS NOR IMPEDE TOWER
ALPHA
86,
CLIMBING PEGS.
THE ANTENNA ORIENTATION PLAN
IS A SCHEMATIC. ATC DID NOT
CONFIRM EXISTING SITE
CONDITIONS INCLUDING, BUT NOT
LIMITED TO, ANTENNA AZIMUTHS,
MOUNT CONFIGURATIONS AND
BETA
85'
TOWER ORIENTATION. SCALES
SHOWN ARE FOR REFERENCE
ONLY AND EXISTING DIMENSIONS
ARE APPROXIMATE. THE
CONTRACTOR SHALL VERIFY ALL
EXISTING CONDITIONS PRIOR TO
INSTALLATION AND NOTIFY ATC
GAMMA
85'
OF ANY DISCREPANCIES.
CONTRACTOR TO ENSURE
STATUS ABBREVIATIONS
PROPER SEPARATION IN
L
RMV: TO BE REMOVED
ACCORDANCE WITH AT&T'S
RMN: TO REMAIN
FIRSTNET REQUIREMENTS (SEE
REL: TO BE RELOCATED
SHEET R-606)
ADD: TO BE ADDED
CABLE LENGTHS FOR JUMPERS
JUNCTION BOX TO RRU: 15'
EXISTING FIBER DISTRIBUTION/SQUID
EXISTING CABLING SUMMARY
RRU TO ANTENNA: 10'
MODEL NUMBER
STATUS
COAX
DC
FIBER
STATUS
EQUIPMENT SCHEDULES
3
(2)DC648-60-18.81'
REL
(12) 1-5/8-
(4) 0.82-
(2) 0.40"
RMN
ANTENNA SUMMARY
NON ANTENNA SUMMARY
AZ
POS
ANTENNA
BAND
STATUS
ADDITIONAL TOWER
STATUS
MOUNTED EQUIPMENT
(1) ETW190VS12UB
RUN
Al
NNH4-650-R6
LTE 700/LTE 1900/
RMN
(1) 4478 B14
RMN
UMTS 1900
(1) 4415 B25
RMN
60°
A2
NNH4.65GR6.V3
LTE 700
ADD
(1) RRUS-11 B12
RMN
A3
NNH4.65C-R6.V3
LTE AWS
ADD
(1)4426 B66
ADD
(1) ETWIBOVSI2UB
RMN
B7
NNH4-65C-R6
LTE 700/LTE 1900/
RMN
(1) 4478 B14
RMN
UMTS 1900
(1) 4415 B25
RMN
180`
B2
NNH4-65C-RB43
LTE 700
ADD
(1) RRUS-17 312
RMN
B3
NNH4-65C-R6-V3
LTE AWS
ADD
(1)4426 B66
ADD
(7 ETW79OVS14UB
Cl
NNH4-65C-R5
LTE 700/LTE 1900/
RMN
RMN
UMTS 1900
(1) 4415 B25
RMN
300°
C2
NNH4$5GR6-V3
LTE 700
ADD
(1) RRUS-71 612
RMN
C3
NNH4$5GR6-V3
LTE AWS
ADD
(1)4426 B86
ADD
FINAL FIBER DISTRIBUTION/SQUID
MODELNUMBER STATUS
(2) DC6-48-60-78-8F RMN
FINAL CABLING SUMMARY
COAX DC FIBER
(12) 1-5/8' (4) 0.82" (2) 0.40
STATUS
RMN
AIYACAN TOWER
1
TOUR DIGKf11f1G PRIXES W
326TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661Q51
www.tMroup.net
REV. DESCRIPTION BY DATE
AA PRELIMINARY RRG 01/11/22
Qo 100% CONSTRUCTION JW 01/19/22
IL
ATC SITE NUMBER: 88274
ATC SITE NAME: ADVANCE MILLS VA
AT&T MOBILITY SITE NUMBER:
VAL02322
AT&T MOBILITY SITE NAME:
PINEY MOUNTAIN
SITE ADDRESS:
5317 PINEY MTN RD
RUCKERSVILLE, VA 22968-1632
SEAL:
0 TYLEiZ S ENK 2
U Lic. No. 060894
A8O �
xl�L6NG�[,
01/19n2
AT&T
DATE DRAWN:
01/19/22
ATC JOB NO:
13744214
CUSTOMER NAME:
I PINEY MOUNTAIN
CUSTOMER ID:
I VAL02322
RF SCHEDULE AND
ANTENNA INSTALLATION
SHEET NUMBER.
REVISION.
C-.
0
PROPOSED MOUNTING PIPE
PROPOSED ANTENNA
PROPOSED SECTOR MOUNT
PROPOSED ANTENNA MOUNTING DETAIL
SCALE: N.T.S.
PROPOSED MOUNTING PIPE
PROPOSED RRU
PROPOSED SECTOR MOUNT
2 PROPOSED RRU MOUNTING DETAIL
SCALE: N.T.S.
Ak
AMflme
TOUDOMP U[.111I111W
326TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661Q51
www.tMroup.net
REV. DESCRIPTION BY DATE
AA PRELIMINARY RRG 01/11/22
Qo 100% CONSTRUCTION JW 01/19/22
A
A
ATC SITE NUMBER: 88274
ATC SITE NAME: ADVANCE MILLS VA
AT&T MOBILITY SITE NUMBER:
VAL02322
AT&T MOBILITY SITE NAME:
PINEY MOUNTAIN
SITE ADDRESS:
5317 PINEY MTN RD
RUCKERSVILLE, VA 22968-1632
SEAL:
SS�
�O\
C) TYLER HENK 2
U Lic. No. 060894
APO
xl��DNAL6NG�[,
01/19/22
AT&T
DATE DRAWN:
07/19/22
ATC JOB NO:
73744214
CUSTOMER NAME:
PINEY MOUNTAIN
CUSTOMER ID:
VAL02322
CONSTRUCTION
DETAILS
SHEET NUMBER:
REVISION.
C-501
0
U
LEGEND
EXOTHERMIC CONNECTION
MECHANICAL CONNECTION
O
ANTENNA GROUND MR
MASTER GROUND MR
ANTENNA GROUNDING PLAN
SCALE: N.T.S.
Ak
AMnme
OU DOM PRITE111II11W
326TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661Q51
www.tMroup.net
REV. DESCRIPTION BY DATE
AA PRELIMINARY RRG 01/11/22
QO 100% CONSTRUCTION JW 01/19/22
A
A
ATC SITE NUMBER: 88274
ATC SITE NAME: ADVANCE MILLS VA
AT&T MOBILITY SITE NUMBER:
VAL02322
AT&T MOBILITY SITE NAME:
PINEY MOUNTAIN
SITE ADDRESS:
5317 PINEY MTN RD
RUCKERSVILLE, VA 22968-1632
SEAL:
O
,
�011
C
p TYLE S NK 'Z
U Lic. No. 060894
APO
xl�L6NG�[,
01/19/22
S AT&T
DATE DRAWN:
ON '22
ATC JOB NO:
73744214
CUSTOMER NAME:
PINEY MOUNTAIN
CUSTOMER ID:
VAL02322
ELECTRICAL DETAILS
SHEET NUMBER.
REVISION.
E-101
0
U
EXISTIN(
ANTENNA:
TO EXISTIN(
ANTENNA MAST,'
EXISTING COAX
GROUND KITS
PROPOSED 06 AWG
STRANDED CU
WIRE WITH GREEN, 600V,
THWN INSULATION
TO PROPOSED RRU
GROUND LUG (rYP.)
GROUND/,
CONNECTION
EXISTING TA,
)POSED ANTENNA
)POSEDJUMPER
)POSED CONNECTOR AND
ATHERPROOFING KIT
)POSED WEATHERPROOFING KIT
PROPOSED CABLE GROUND KIT 501
JTENNA CABLE TO
iBINET (TYP.)
AWG STRANDED CU
RE WITH GREEN, 600V,
WN INSULATION
EXISTING GROUNDING ` GROUND BAR MOUNTED 3
CONNECTION TO NEAR/BELOW,NTENNA 501
LIGHTNING \% (TO BE INSTALLED IF
PROTECTION SYSTEM j REQUIRED)
NOTES:
1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT
ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE
CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE
CONSTRUCTION MANAGER OF ANY CONFLICTS.
2. SITE GROUNDING SHALL COMPLY WITH AT&T GROUNDING STANDARDS, LATEST EDITION,
AND COMPLY WITH AT&T GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND
LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN.
TYPICAL ANTENNA GROUNDING DIAGRAM
I
SCALE: N.T.S.
1/4"0 HILTI KWIK BOLT III
3/8" THREADED INSULATOR
WHERE INDICATED
3/8" SS LOCK
WASHER (rYP.)
GROUND BAR NOTES
GROUNDBAR
MOUNTING BRACKET
TWO -HOLE LUG, TO BE USED
WITH 92 AWG BCW
1. GROUND KITS COME WITH ALL HARDWARE, NUTS, BOLTS, WASHERS, ETC.
EXCEPT THE STRUCTURAL MOUNTING MEMBER(S).
2. GROUND BAR SHALL BE BOLTED TO STRUCTURAL MEMBER OR
ANCHORED TO CONCRETE SLAB W/ HILTI KIMK BOLT III.
MAIN GROUND BAR DETAIL
SCALE: N.T.S.
TO ANTENNA
318" X 1-1/2" SS BOLT
(EACH SIDE)
ANTENNA CABLE 21/2"0 MAX
3/8" SS LOCK WASHER
(EACH SIDE)
GROUNDING KIT PER CABLE Q Q Q
I)MANUFACTURER'S RECOMMENDATIONS Q D Q
(ANDREW OR APPROVED EQUAL) ICI QQ Q
#6 AWG STRANDED COPPER GROUND
WIRE (GROUNDED TO GROUND BAR)
)GROUND BAR
TO EQUIPMENT
GROUND KIT NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT
GROUND WIRE DOWN TO GROUND BAR.
2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PART
NUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS.
CABLE GROUND KIT CONNECTION DETAIL
G
SCALE: N.T.S.
(N) RRUS PER PLAN
(E) RRUS PER PLAN
(N) / (E) DC-6 SURGE
SUPPRESSOR
(N) 96 AWG RRU GROUND
CONDUCTOR
(E) COPPER GROUND BUS BAR
RRU GROUNDING
J SCALE: N.T.S.
1/4" X 4" X 6" GROUND BAR
(ERICO PIN: EGBA14406CC OR EQUAL)
TWO -HOLE LUG, TO BE USED
WITH #2 AWG BCW
(LOWER TOWER GROUND
BAR ONLY)
GROUND BAR NOTES:
1. GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS,
WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S).
2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER.
TOWER GROUND BAR DETAIL
J
SCALE: N.T.S.
(N) LTE ANTENNA
(N) RRU (TYP.)
(NY(E) AT&T SURGE
SUPPRESSOR PER ARRAY
(N) 1/2" COAXIAL CABLE
SECURED WITH APPROVED
ATTACHMENTS(TYP.)
(N) GROUNDING KIT, GROUND
TO EXISTING GROUND BAR(S)
AT ANTENNA LEVEL(TYP.)
ANTENNA/RRU GROUNDING
V SCALE: N.T.S.
AMEWCAN TOWER•
1
TOUR DOM PRIXESEW
326TRYON ROAD
RALEIGH, NC 27603-3530
OFFICE: (919) 661Q51
www.tepgroup.net
REV. DESCRIPTION BY DATE
AA PRELIMINARY RRG 01H7/22
QO 100% CONSTRUCTION JW 01/19122
A
ATC SITE NUMBER: 88274
ATC SITE NAME: ADVANCE MILLS VA
AT&T MOBILITY SITE NUMBER:
VAL02322
AT&T MOBILITY SITE NAME:
PINEY MOUNTAIN
SITE ADDRESS:
5317 PINEY MTN RD
RUCKERSVILLE, VA 22968-1632
SEAL:
�/�/�`7(.•�
�4-,AC
O
�C
TYLER SHENK 'Z
DU
Lic. No. 060894
APO
xl�L6NG�[,
01/19/22
AT&T
DATE DRAWN:
01/19/22
ATC JOB NO:
13744214
CUSTOMER NAME:
PINEY MOUNTAIN
CUSTOMER ID:
VAL02322
GROUNDING DETAILS
SHEET NUMBER.
REVISION.
E-501
0
B
TOP VIEW
o 0 0 0
0 0 0 o U
O O O O O
TOP VIEW
LlER163pX
.AIL
Buuuuuuuu
SIDW VIEW
I
FRONTVIEW
SIDE VIEW
FRONT VIEW
EQUIPMENT SPECIFICATIONS
$GALE: N.T.S.
WEIGHT
ANTENNA MODEL
A
B
C
(LBS)
NNH4-65CR6-V3
96.0"
19.6"
7.8"
102.5
RRU SPECIFICATIONS
ANTENNA SPECIFICATIONS
C RRU MODEL A B WEIGHT
(LBS)
RRUS 4426 B66 15.0" 13.2" 5.8" 48.4
SUPPLEMENTAL
SHEET NUMBER: REVISION'.
R-601
SUPPLEMENTAL
SHEET NUMBER: REVISION'.
R-601
xx
X
X
X
X
x
X
X
X
X
Ba PRH F fl�iH 1
Proposed BWE
TvAwTM4 I I TvAnTMA
x x
i i i X
X X X X
xx
X
X
X
X
x x
X
X
X
X
X X X X
x x
X
X
X
X
n
Mai11
Pp er Pbnt
(Ba )
NOTE. THIS SHEET WAS CREATED BY OTHERS
Unit
Unit
AND PROVIDED AT THE REQUEST OF THE
CUSTOMER WITHOUT EDIT. GENERAL
CONTRACTR Is TO CHECK WITH THE
DIAGRAM
CM TO ENSURE THIS IS THE MOST RECENTT
VERSION OF THE RFDS.
SUPPLEMENTAL
SHEET NUMBER. I REVISION.
R-602
�JJ�J
011111 1." 11111111111
HT 170ET V W
■ Helios'w Additive reduces float current up to 75 %enhancing
high temperature life
■ THT'"" Plastic specifically formulated heat resistant plastic
case and cover optimizes compression
■ Microcat" Catalyst lowers float current, mitigates thermal
buildup and cell dryout
■ Exclusive IPF"' Technology optimizes power capacity,
cell consistency, and long-term reliability
■ TempX- Alloy inhibits corrosion under the highest
temperature extremes
■ Advanced AGM technology for superior power
■ Puncture resistant micro -porous glass mat separators extend life
■ Front access design for easy installation and maintenance
■ Reinforced case resists bulging and meets safety requirements
(UL 94 V-0)
■ Case & cover heat sealed and 100 % tested to prevent leaks
■ Epoxy -sealed posts eliminate leaks
■ Flame arresting, low pressure, self-sealing valves are 100 %
factory tested
■ Computer -aided design and manufacturing control processes
and standards to ensure quality products
■ All batteries meet or exceed IEEE recommended practices
It Battery design and construction meet UL recognition requirements
Nominal Voltage:
12-Vohs
Catalyst:
Microcat®
Rating:
164 Ampere -Hours @ 8 hr. rate
Safety Vent:
Low positive pressure,
to 1.75 V.P.C.
self-sealing w/ flame arrestor
Positive Plate:
>98 % Pure lead with tin -calcium alloy
Float Voltage:
2.25 V.P.C. d: 0.01 V.P.C. @ 77°F (25°C)
Negative Plate:
Pure lead, calcium alloy
Range: (13.44V to 13.56V per battery)
Post Seal:
Epoxy -sealed
Design life:
12 years in float applications @ 77°F (25°C)
Terminal:
Front access, 1/4"- 20 threaded insert
Dimensions:
Length -22.13"(562men)
Case/Cover:
Flame-retardant, THT•" -
Width - 4.91 (126.3 mm)
UL 94 V-0h39% L.O.I.
Height -12.58" (319.6 rem)
Weight:
118 lbs. (54 kg)
DISCHARGE RATINGS IN AMPS @ 77-F (25°C)t
Volts per Cell
1 HR.
2 HR.
3 HR.
4 HR.
5 HR.
8 HR.
12 HR.
20 HR.
24 HR.
V.P.C.
1.75
108
64.4
46.4
36.6
30.4
20.5
14.4
9.1
7.7
1.80
103
62.5
45.4
36.0
30.0
20.2
14.2
9.0
7.6
1.85
94.1
59.1
43.4
34.6
28.9
19.5
13.8
8.7
7.4
1.88
87.5
55.9
41.3
33.0
27.6
18.7
13.2
8.4
7.1
1.90
82.5
53.2
39.5
31.6
26.5
18.0
12.7
8.0
6.8
rSubjecfto change wlMournonce.
INSTALLATION AND OPERATING INSTRUCTIONS
• http>/www.eastpennmanufacturing.comtwp-content/uploads/Fahrenheit-1O-Manual-2100.pdf
%EASANN enw.deYabalterles.cam
East Penn Manafanlurfng Co. Lyon Station, PA 195WO147 Phone: 610-682-3263 Fax: 610-682-0891
E.P.M. Fonm No. 2236 8/17 @ 2017 by EPM Printed in USA.
PROPOSED 170 AH EAST PENN HT170ET BATTERY DETAIL
�848 JI ue wo,oraPomperow
e-mail: msemepommies®dekabattedes.com
M dele subled to cbenpe without nonce. No petlolmis dmumemmey be copied or
oproducad, eleebonralN or mechamralN, without wean pennieslon been the company.
SUPPLEMENTAL
SHEET NUMBER: I REVISION.
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
R-603 I -
G22HDX Series Tower and
Monopole Sector Frames
CommScope's new G22HDX Custom sector frame configurations
combine the proven, robust WLL frame design of our 32C Series sector
frames with heavy duty 2-7/8" OD Face pipes and Antenna pipes. They
are offered in both 12.5 foot and 14.5 foot face widths with heavy duty
pipe combinations qualified to AT&T's Heavy 10 and WLL ratings. Both
single -sector Tower and 3-sector Monopole configurations are available
with either four or five 120" Antenna pipes included.
• 12.5 foot and 14.5 foot Face Options
• AT&T Heavy 10 or WLL Rated Configurations
• Rated for up to 5 Antennas per Sector
• Single Sector Tower and 3-Sector Monopole Kits
• Kits include (4) or (5)120' Antenna pipes
• Dual Tie-back/Stiff-Arm Included
Ordering Information:
wB
Part Number
Description
Mounting
Pipes Included
SFG22HDX12-4-H10
Single Sector 12.5' Face - Heavy 10
Tower up to 8"
(4) 2.88" OD x 120'
SFG22HDX14-4-H10
Single Sector 14.5' Face - Heavy 10
Tower up to 8'
(4) 2.88' OD x 120'
SFG22HDX12-5-WLL
Single Sector 12.5' Face - Heavy WLL
Tower up to 8'
(5) 2.88" OD x 120"
SFG22HDX14-5-WLL
Single Sector 14.5' Face - Heavy WLL
Tower up to 8'
(5) 2.88" OD x 120"
MCG22HDX12-12-H10
3-Sector 12.5' Face - Heavy 10
Monopole 12"-50"
(12) 2.88" OD x 120"
MCG22HDX14-12-H10
3-Sector 14.5' Face - Heavy 10
Monopole 12"-50"
(12) 2.88" OD x 120'
MCG22HDX12-15-WLL
3-Sector 12.5' Face - Heavy WLL
Monopole 12"-50"
(15) 2.88" OD x 120'
MCG22HDX14-15-WLL
3-Sector 14.5' Face - Heavy WLL
Monopole 12'-50"
(15) 2.88" OD x 120'
Supporting Information
Please contact your local CommScope representative or steelproducts0commscope.com for more information.
commsmpe.com
PB-01519-E4 C.W IVOM8Camm9w h,All RgM R,se
Date: WSR919
PROPOSED SECTOR FRAME DETAIL
SCALE: N.T.S.
SUPPLEMENTAL
SHEET NUMBER. I REVISION.
OE
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
A,-
AMERICAN TOWERG
C O R P O R A T I O N
This report was prepared for American Tower Corporation by
411POD
Antenna Mount Analysis Report
• P O D
Introduction
Eng. Number 13744214_C8_01
December 30, 2021
Page 1
The purpose of this report is to summarize results of the antenna mount analysis performed for AT&T
Mobility at 85 ft.
Supporting Documents
Spec.Sheet
Spec Sheet for Commscope SFG22HDX14-4-H30
RFDS
RFDS dated November 24, 2021
Photos
Site photos from 2020
Structural Analysis
ATC Engineering #0AA760181_C3_01, dated August 14, 2020
Analysis
ATC Site Name
ADVANCE MILLS VA
This antenna mount was analyzed using RISA-31) v17 analysis software
ATC Site Number
88274
Basic Wind Speed:
110 mph, Vult(3-Second Gust)
Basic Wind Speed w/ Ice:
30 mph (3-Second Gust) w/ 1" Radial Ice (Escalating)
Engineering Number
13744214_C8_O3
Codes:
TIA-222-H
Mount Elevation
84 ft
Structure Class:
II
Exposure Category.
B
Carrier
AT&T Mobility
Topographic Factor Procedure:
Method
Topographic Feature:
Hill
Carrier Site Name
MRVWN016401
Crest Height:
464ft
Carrier Site Number
CV322
Spectral Response:
Ss=0.201, S3=0.056
Site Class:
D (assumed)
Site Location
5317 Piney Mtn Rd.
Live Loads:
Lm=500lbs, Lv=250lbs
Ruckersville, VA 22968
Conclusion
38.17883889,-78.41921667
Due to customer antenna spacing/separation requirements, the existing mount cannot support the equipment
County
Albermarle
as described in this report and must be replaced with the mount listed below.
Date
December 30, 2021
• CommscopeP/N:SFG22HDX144-H30(CONMAT#ANT.44331)
Max Usage
70
�V kLTH pF
Based on the analysis results, the proposed mount meets the requirements, per the applicable codes listed
Result
Replacement (Pass) `O� �1Rc
above, and can support the equipment as described in this report.
Prepared By: Matthew Maloney jASON G. CHERONIS
Jason G. Cheronis ' . No. 0402056200
Vice President of Structural Engineering
POD GROUP -1033 E. Turkeyfoat lake Road, Suite 206-Akron, OH 44312-33P961-7432-www.pc dgrp.wm
If you have any questions or require additional information, please contact POD Group via email at
ngilkerson@podgrp.com. Please include the American Tower site name, site number, and engineering
number in the subject line for any questions.
POD GROUP-1033 E. Turkeyroot Lake Road, Suke 206-Akron, OH 44312-330-961-7432-www.ppdgrp.wm
NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER
WITHOUT EDIT. PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT
ANALYSIS CALCULATIONS AND DETAILS. SUPPLEMENTAL PAGES INCLUDED IN THE
ANALYSIS CONSTRUCTION DRAWINGS ARE FOR REFERENCE ONLY. GENERAL CONTRACTOR IS TO
VERIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONSTRUCTION.
SUPPLEMENTAL
SHEET NUMBER. I REVISION.
R-605 -
RF REQUIREMENTS FOR 700 B14 FIRSTNET, 700 1312,
700D B29 ANTENNA SEPARATION
❑ Horizontal separation (side to side of antenna): >= 3'
❑ Vertical separation (between the tips of the antennas): > 3'
❑ Inter -sector separation: > 3' between the center of the antenna backplanes.
/ istanca > 3`
L-
❑ Please note additional horizontal separation may be required if B14
antennas azimuth are different from others or antennas are severely angled
with respect to the mount.
❑ Typical 3' horizontal separation can tolerate skew angle up to 60
NOTE: THIS SHEET CREATED BY OTHERS AND PROVIDED
BY REQUEST OF CUSTOMER WITHOUT EDIT.
a
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6
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SUPPLEMENTAL
SHEET NUMBER.
REVISION:
R-606
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