BP-797381
SITE NAME: PR482 / LIGHTOWER DARTMOUTH
1073 RUSSELLS MILLS ROAD
DARTMOUTH, MA 02748
BR STOL COUNTY
ay'ra "ITE NUMBER: 4PRO482D
PC7 r 7 0 cup
PROJECT: T-MOBILE L700
U
CONFIGURATION. 704Au
GENERAL NOTES
1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK
OF T—MOBILE NORTHEAST, LLC. ANY DUPLICATION OR USE WITHOUT EXPRESS
WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY
GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY
AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY
ALLOWED.
2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION.
IT IS ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE
MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY
SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY REGULATIONS REQUIRING
PUBLIC ACCESS PER ADA REQUIREMENTS.
3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND
CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE T—MOBILE
NORTHEAST. LLC REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
SPECIAL CONSTRUCTION NOTES
1. TOWER OWNER SHALL PROVIDE GLOBAL STRUCTURAL STABILITY ANALYSIS OF
EXISTING ANTENNA SUPPORT STRUCTURE. GENERAL CONTRACTOR SCOPE OF
WORK SHALL INCLUDE ALL REQUIRED STRUCTURAL MODIFICATIONS, RE —BUNDLING
OF COAXIAL CABLES OR OTHER SPECIAL MODIFICATIONS AS OUTLINED THEREIN.
2. ENGINEER OF RECORD IS UNABLE TO MAKE A VISUAL ASSESSMENT OF
EQUPMENT BEHIND EXISTING RF SHROUD ON FLAGPOLE. BASED ON AVAILABLE
RECORD INFORMATION, A PRELIMINARY DETERMINATION HAS BEEN MADE THAT THE
PROPOSED ANTENNA MOUNT SHOULD BE ABLE TO ACCOMMODATE THE ADDITIONAL
PROPOSED EQUIPMENT LOADS SHOWN ON THESE PLANS. FINAL CONSTRUCTION
DETAILS ARE SUBJECT TO CHANGE PENDING THE COMPLETION OF AN ANTENNA
MOUNT STRUCTURAL ASSESSMENT.
3.PROTERRA DESIGN GROUP ASSUMES THAT THE TOWER IS PROPERLY
CONSTRUCTED AND MAINTAINED. ALL STRUCTURAL MEMBERS AND THEIR
CONNECTION ARE ASSUMED TO BE IN GOOD CONDITION AND ARE FREE FROM
DEFECTS WITH NO DETERIORATION TO ITS MEMBER CAPACITIES
APPROVALS
PROJECT MANAGER
DATE
CONSTRUCTION
DATE
RF ENGINEERING
DATE
ZONING / SITE ACQ.
DATE
OPERATIONS
DATE
TOWER OWNER
DATE
DIG SAFE SYSTEM
(MA, ME, NH, RI, VT):
r 1-888-344-7233
CALL BEFORE YOU DIG
(CT): 1-800-922-4455
UNDERGROUND SERVICE ALERT
T-MOBILE TECHNICIAN SITE SAFETY NOTES
LOCATION
SPECIAL RESTRICTIONS
ANTENNA/TMA/RRH
SECTOR A:
ACCESS NOT PERMITTED
SECTOR B:
ACCESS NOT PERMITTED
SECTOR C:
ACCESS NOT PERMITTED
GPS/LMU:
UNRESTRICTED*
(*CAUTION:
OSHA —APPROVED PORTABLE 8'
i STEP —LADDER REQUIRED)
RADIO CABINETS:
UNRESTRICTED
PPC DISCONNECT:
UNRESTRICTED
MAIN CIRCUIT D/C:
UNRESTRICTED
NIU/T DEMARC:
UNRESTRICTED
OTHER/SPECIAL:
NONE
I PROJECT INFORMATION I
SCOPE OF WORK:
UNMANNED TELECOMMUNICATIONS FACILITY T—MOBILE
EQUIPMENT MODERNIZATION
ZONING JURISDICTION:
BASED ON INFORMATION PROVIDED BY T—MOBILE, THIS
TELECOMMUNICATIONS EQUIPMENT DEPLOYMENT IS AN
ELIGIBLE FACILITY UNDER THE TAX RELIEF ACT OF 2012,
47 USC 1455(A), AND IS SUBJECT TO AN EXPEDITED
ELIGIBLE FACILITIES REQUEST/REVIEW AND ZONING
PRE—EMPTION FOR LOCAL DISCRETIONARY PERMITS
(VARIANCE, SPECIAL PERMIT, SITE PLAN REVIEW).
SITE ADDRESS:
1073 RUSSELLS MILLS ROAD
DARTMOUTH, MA 02748
LATITUDE:
41' 34' 50.30" N (FROM T—MOBILE RFDS, 41.58064)
LONGITUDE:
71' 00' 18.61" W (FROM T—MOBILE RFDS,—71.00517)
JURISDICTION:
TOWN, OF DARTMOUTH
CURRENT USE:
TELECOMMUNICATIONS FACILITY
PROPOSED USE:
TELECOMMUNICATIONS FACILITY
TOWER OWNER:
SBA TOWERS II LLC
SBA SITE ID:
MA13731—A
SBA SITE NAME:
PONTES
SBA REGIONAL
STEPHEN ROTH
SITE MANAGER:
(860) 539-4920
3
DRAWING INDEX
SHEET
DESCRIPTION
REV.
NO.
T-1
TITLE SHEET
1
GN-1
GENERAL NOTES
1
A-1
COMPOUND & ELEVATION PLAN
1
A-2
EXISTING & PROPOSED EQUIPMENT PLANS
1
A-3
EXISTING & PROPOSED ANTENNA PLAN
1
A-4
DETAILS
1
A-5
DETAILS
1
E-1
ONE —LINE DIAGRAM & GROUNDING DETAILS
1
T • . Oile■
T-MOBILE NORTHEAST LLC
15 COMMERCE WAY, SUITE B
NORTON, MA 02766
SBA
SBA COMMUNICATIONS CORP.
33 BOSTON POST ROAD WEST, SUITE 320
MARLBOROUGH, MA 01752 TEL (508) 251-0720
PraTerral
DESIGN GROUP, LLC
4 Bay Road, Building A
Suite 200
Hadley, MA 01035 Ph:(413)320-4918
= JESSE M.
RENO
u NILr
CHECK'rT BY: JMM/TEJ
APPROVED BY: JMM/TEJ
SUBMITTALS
IREV.1 DATE I DESCRIPTION BY
1 09/30/15 CONSTRUCTION REVISED JEB
0 08/73/15 ISSUED FOR CONSTRUCTION JEB
SITE NUMBER:
4PRO482D
SITE NAME:
PR482 / LIGHTOWER
DARTMOUTH
SITE ADDRESS:
1073 RUSSELLS MILLS ROAD
DARTMOUTH. MA 02748
BRISTOL COUNTY
SHEET TITLE
TITLE SHEET
SHEET NUMBER
T-1
GROUNDING NOTES I GENERAL NOTES
1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE
EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING
PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR
STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE
AHJ), THE SITE -SPECIFIC (UL, LPI, OR NFPA) LIGHTNING
PROTECTION CODE, AND GENERAL COMPLIANCE WITH
TELCORDIA AND TIA GROUNDING STANDARDS. THE
SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE
FINDINGS TO THE CONTRACTOR FOR RESOLUTION.
2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING
TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC
POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW
GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN
ACCORDANCE WITH THE NEC.
3. THE SUBCONTRACTOR SHALL PERFORM IEEE
FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE
1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE
SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL
GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT
OF 5 OHMS OR LESS.
4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED
EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER
CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE
WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH
THE POWER SURCUITS TO BTS EQUIPMENT.
5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO
THE MASTER GROUND BAR WITH GREEN INSULATED
SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED
COPPER OR LARGER FOR INDOOR BTS 2 AWG STRANDED
COPPER FOR OUTDOOR BTS.
6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING
CONNECTIONS BELOW GRADE.
7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR
PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED
GROUND CONNECTIONS.
S. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY
BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND
BAR.
9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR
SHALL NOT BE USED FOR GROUNDING CONNECTIONS.
10. MISCELLANEOUS ELECTRICL AND NON -ELECTRICAL METAL
BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE
GROUND RING, IN ACCORDANCE WITH THE NEC.
11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS
WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE
DISCONTINUITY WITH 6 AWS COPPER WIRE UL APPROVED
GROUNDING TYPE CONDUIT CLAMPS.
12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING
HAVING 20 FT. OR MORE OF 1/2 IN. OR GREATER
ELECTRICALLY CONDUCTIVE REINFORCING STEEL MUST HAVE IT
BONDED TO THE GROUND RING USING AN EXOTHERMIC WELD
CONNECTION USING #2 AWG SOLID BARE TINNED COPPER
GROUND WIRE, PER NEC 250.50
1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS
SHALL APPLY:
CONTRACTOR - SBA COMMUNICATIONS CORP.
SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION)
OWNER - T-MOBILE
2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL
VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO
CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE
CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO
THE ATTENTION OF CONTRACTOR.
3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE
WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR
SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,
ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC
AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED
OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY
SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND
APPLICABLE REGULATIONS.
4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO
SHOW OUTLINE ONLY.
5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS,
EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL
INSTALLATIONS AS INDICATED ON THE DRAWINGS.
6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL
BE SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF
MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR.
7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY
STATED OTHERWISE.
8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE
DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION
SPACE FOR APPROVAL BY THE CONTRACTOR.
9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND
T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND
TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR
SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE
ACTUAL ROUTING WITH THE CONTRACTOR.
10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS,
CUR\BS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE
REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE
OWNER.
11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP
MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE
EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S
DESIGNATED LOCATION.
12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.
13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN
CONCRETE INSTITUTE (ACI) 301.
14. ANY NEW CONCRETE NEEDED FOR CONSTRUCTION SHALL BE AIR -ENTRAINED
AND SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL CONCRETE WORK
SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS.
AGL
ABOVE GRADE LEVEL
AWG
AMERICAN WIRE GAUGE
BTCW
BARE TINNED SOLID
COPPER WIRE
BGR
BURIED GROUND RING
BTS
BASE TRANSCEIVER STATION
EXISTING EXISTING OR (E)
EGB
EQUIPMENT GROUND BAR
EGR
EQUIPMENT GROUND RING
15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERECTED
IN ACCORDANCE WITH AISC SPECIFICATIONS. ALL STRUCTURAL STEEL SHALL BE
ASTM A36 (FY = 36 KSI) UNLESS OTHERWISE NOTED. PIPES SHALL BE ASTM
A53 TYPE E (FY = 35 KSI). ALL STEEL EXPOSED TO WEATHER SHALL BE HOT
DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AND OTHER MARKS IN THE
FIELD AFTER STEEL IS ERECTED USING A COMPATIBLE ZINC RICH PAINT.
16. CONSTRUCTION SHALL COMPLY WITH UMTS SPECIFICATIONS AND "GENERAL
CONSTRUCTION SERVICES FOR CONSTRUCTION OF T-MOBILE SITES."
17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS
PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR
SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING
MATERIAL OR PROCEEDING WITH CONSTRUCTION.
18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY
CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING
NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE
COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN
APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER
MIDNIGHT.
19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN
WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION.
EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT
COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS
ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS.
20. APPLICABLE BUILDING CODES:
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL,
STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING
JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED
CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL
GOVERN THE DESIGN.
BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE 780 CMR - 8TH
EDITION AND AMENDMENTS
ELECTRICAL CODE: NEC 2014 AND AMENDMENTS
SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE
FOLLOWING STANDARDS:
AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE REQUIREMENTS
FOR STRUCTURAL CONCRETE;
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION;
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, STRUCTURAL
STANDARDS FOR STEEL
ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; REFER TO
ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS.
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS
REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS,
THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS
CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT,
THE SPECIFIC REQUIREMENT SHALL GOVERN.
ABBREVIATIONS
EQ EQUAL
G.C. GENERAL CONTRACTOR
GRC GALVANIZED RIGID CONDUIT
MGB MASTER GROUND BAR
MIN MINIMUM
PROPOSED NEW OR (P)
N.T.S. NOT TO SCALE
RAID RADIATION CENTERLINE (ANTENNA)
REF REFERENCE
REQ REQUIRED
RF RADIO FREQUENCY
TBD TO BE DETERMINED
TBR TO BE REMOVED
TBRR TO BE REMOVED AND REPLACED
TYP TYPICAL
VIF VERIFY IN FIELD
T•-Mobile °
T-MOBILE NORTHEAST LLC
15 COMMERCE WAY, SUITE B
NORTON, MA 02766
SBA
SBA COMMUNICATIONS CORP.
33 BOSTON POST ROAD WEST, SUITE32D
MARLBOROUGH, MA01752 TEL: (508) 251-0720
PraTerra
DESIGN GROUP, LLC
4 Bay Road, Building A
Suite 200
Hadley, MA 01035 Ph: (413)320-4918
JESSE M.
O NO rn
o C L y
C:
0. 15
NAL
CH CKE BY: JMM/TEJ
APPROVED BY: JMM/TEJ
SUBMITTALS
tEV. D4TE DESCRIPTION Rr
I 09/30/15 CONSIRUC110N REVISED JEB
0 08/IB/15 ISSUED FOR CONSTRUCTION I JEB
SITE NUMBER:
4PRO482D
SITE NAME:
PR482 / LIGHTOWER
DARTMOUTH
SITE ADDRESS:
1073 RUSSELLS MILLS ROAD
DARTMOUTH, MA 02748
BRISTOL COUNTY
SHEET TITLE
GENERAL NOTES
SHEET NUMBER
GN-1
70'f
EXISTING PROPANE TANK —
ON CONCRETE PAD
m
EXISTING T—MOBILE
15'x15' LEASE AREA
EXISTING EXISTING & PROPOSED ALL
CONCRETE T—MOBILE EQUIPMENT A-2
PAD
EXISTING AT&T
a EQUIPMENT AREA
O
l'
+1
N
Lo
m
EXISTING
I
T—MOBILE
GPS ON L II
EXISTING I
ICE BRIDGE I J
—
G
SF-G�OR SFcT�
e
EXISTING
VERIZON
EQUIPMENT
SHELTER
ANTENNA MOUNT STRUCTIHAL ASSESSMENT
REQUIREMENT:
ENGINEER OF RECORD IS UNABLE TO MAKE A
VISUAL ASSESSMENT OF EQUIPMENT BEHIND
EXISTING RF SHROUD ON FLAGPOLE. BASED ON
AVAILABLE RECORD INFORMATION, A PRELIMINARY
DETERMINATION HAS BEEN MADE THAT THE
PROPOSED ANTENNA MOUNT SHOULD BE ABLE
TO ACCOMMODATE THE ADDMONAL PROPOSED
EQUIPMENT LOADS SHOWN ON THESE PLANS.
FINAL CONSTRUCTION DETAILS ARE SUBJECT TO
CHANGE PENDING THE COMPLETION OF AN
ANTENNA MOUNT STRUCTURAL ASSESSMENT.
VISUAL ASSESSMENT AND DAMAGE REPORT
REQUIREMENT:
GENERAL CONTRACTOR SHALL PROVIDE SBA WITH
AN ASSESSMENT REPORT, INCLUDING PHOTO
DOCUMENTATION, OF THE EXISTING AND FINAL
CONDITIONS OF ALL DAMAGED CANISTER SHROUDS,
MISSING FASTENERS, AND/OR ANY OTHER
STRUCTURAL/VISUAL DEFECTS THAT MIGHT IMPAIR
THE STRUCTURAL INTEGRITY OF THE SHROUD.
EXISTING
METER CENTER
EXISTING
CSC
—� EXISTING 6' TALL CHAIN LINK
FENCE WITH BARBED WIRE
EXISTINGTA/ EXISTING 165't FLAGPOLE
DOUBLE GATE (HIGHEST APPURTENANCE)
PROPOSED T—MOBILE NLL
VI ANTENNA MODIFICATIONS
zm
Aga =m COMPOUND PLAN 1 15 7.5 0 15
="N SCALE: 1 "=15' (11 "x17") A-1
1 "=7.5' (22"x34")
SPECIAL WORK NOTE (WINDBAND CLAMP CANISTER REINFORCEMENT):
GENERAL CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTALLATION
RECOMMENDATIONS AND USER MANUAL FOR UNFASTENING AND
REFASTENING SBA —PROVIDED WINDBAND CLAMPS. ANY DAMAGED
WINDBAND CLAMPS LOCATED AT THE T—MOBILE RAD SHALL BE
REPLACED AT NO COST TO SBA
EXISTING T—MOBILE PANEL
ANTENNAS BEHIND RF
TRANSPARENT SHROUD
q OF EXISTING T—MOBILE ANTENNAS
ELEV.= 148't A.G.L. (T—MOBILE)
ELEV.= 148't A.G.L. (SBA)
CL OF PROPOSED T—MOBILE ANTENNAS
f1 ELEV.= 110't A.G.L. (T—MOBILE)
ELEV.= 110't A.G.L. (SBA)
ALL ALL
A-3 A-4
EXISTING 165'f FLAGPOLE
(HIGHEST APPURTENANCE)
T—MOBILE FEED LINES
INSIDE FLAG POLE
2
A-1
FEEEDUNE
SCHEDULE
FEEDLINE DESCRIPTION
LOCATION
A
EXISTING:TO REMAIN (12) 1-5/8-
COAX TO TMO RAD 148'
INSIDE POLE/CANISTER
B
PROPOSED (6) 7/8" COAX TO METRO
RAD 110'
INSIDE POLE/CANISTER
PERS
PROPOSED (6) 1ECABLES
C
AND (3) 3/8- RM
:RAD
INSIDE CANISTER
METRO RAD 110' 148'
NUIL: LX15TING T—MOBILE EQUIPMENT FEEDLINE INVENTORY
BASED ON OBSERVED FIELD CONDITIONS. RFDS AND FEEDLINE
LEASING ENTITLEMENTS MAY DIFFER
No, Rr
PROPOSED (6) 7/8" COAX f
ACROSS EXISTING ICE BRIDGE = <
do UP INSIDE FLAGPOLE +k
a
EXISTING (12) 1-5/8" COAX ACROSS
EXISTING ICE BRIDGE & UP INSIDE
FLAGPOLE, ALL TO REMAIN (REFER TO4+*+
SBA —PROVIDED STRUCTURAL ANALYSIS
* fit` tAt A
FOR SPECIAL FEEDLINE INSTALLATION
REQUIREMENTS, STACKING, BUNDLING,
SHIELDING, MOUNTING AND RELOCATION
7
OF EXISTING OR PROPOSED FEEDLINES)
IMAGE SOURCE:
PROTERRA 08/06/15�
FEEDLINE PHOTO DETAIL AT TOWER BASE ( L
SCALE. N.T.S.
t . .
�v
l
w'
U
m
J
D
0
w
x
U
z
_.I
W
IMAGE SOURCE: PROTERRA 08/06/15
PARTIAL ELEVATION
PHOTO DETAIL 3
SCALE: N.T.S. A-1
a
w
cn
W
S
U
w
z
J
T ° • MobHe
T-MOBILE NORTHEAST LLC
15 COMMERCE WAY, SUITE 8
NORTON, MA 02766
SBA
SBA COMMUNICATIONS CORP.
33 BOSTON POST ROAD WEST, SUITE 32�1
MARLBOROUGH, MA 01752 TEL 1508) 251-0720
PraTerra
DESIGN GROUP, LLC
4 Bay Road, Building A
Suite 200
Hadley, MA 01035 Ph: (413)320-4918
OF
13N
CHEVEfBY: JMM/TEJ 1
APPROVED BY: JMM/TEJ
SUBMITTALS
REV. DATE DESCRIPTION BY
1 109/30/151 MISfRUCNON REVSED IJEB
D DB/18/15 ISSUm FOR CONSfRU.110N JEB
SITE NUMBER:
4PRO482D
SITE NAME:
PR482 / LIGHTOWER
DARTMOUTH
SITE ADDRESS:
1073 RUSSELLS MILLS ROAD
DARTMOUTH, MA 02748
BRISTOL COUNTY
SHEET TITLE
COMPOUND &
ELEVATION PLAN
SHEET NUMBER
A-1
t EXISTING -
T—MOBILE PPC
EXISTING T—MOBILE
GPS ON ICE BRIDGE
EXISTING T—MOBILE RBS
6102 CABINET. INSTALL
PROPOSED RAN EQUIPMENT
IN EXISTING 6102 CABINET
(REFER TO FINAL REDS)
EXISTING T—MOBILE
15'x15' APPROXIMATE
LEASE AREA
7) 7
EXISTING T—MOBILE RBS
2106 CABINET (DARK)
EXISTING T—MOBILE
ICE BRIDGE
EXISTING T—MOBILE
6'f X 12't CONCRETE
PAD WITH 3't X 3.8't
BUMPOUT
EXISTING T—MOBILE RBS
3106 CABINET (DARK) TO
BE RE —ACTIVATED INSTALL
PROPOSED RAN EQUIPMENT
IN EXISTING 3106 CABINET
(REFER TO FINAL REDS)
OBILE
p I FEED LINES A-1
( ti36'
I
Y Z
EXISTING EQUIPMENT PLAN
SCALE: N.T.S. A-2
EXISTING T—MOBILE
GPS ON ICE BRIDGE
EXISTING T—MOBILE RBS 3106 CABINET (DARK) TO BE 7
RE —ACTIVATED INSTALL PROPOSED RAN EQUIPMENT IN
EXISTING 3106 CABINET (REFER TO FINAL RFDS)
EXISTING T—MOBILE RBS
2106 CABINET (DARK)
EXISTING
T—MOBILE PPC
EXISTING T—MOBILE
6't X 12't CONCRETE
PAD WITH 3't X 3.8't
BUMPOUI
EXISTING
T—MOBILE PPC
EXISTING T—MOBILE I
GPS ON ICE BRIDGE I
EXISTING T—MOBILE RBS
6102 CABINET. INSTALL I
PROPOSED RAN EQUIPMENT
IN EXISTING 6102 CABINET
(REFER TO FINAL REDS)
2 3 PROPOSED (3) RRUS11 AND
A-5 PROPOSED (6) DIPLEXERS
EXISTING T—MOBILE
15'x15' APPROXIMATE
LEASE AREA
7
I
it I
_ I
� I
\> I
0)
1 II
L — — — II I
3'-6" I — OBILE 2
_ FEED LINES A-1
EXISTING T—MOBILE RBS
2106 CABINET (DARK)
EXISTING T—MOBILE
ICE BRIDGE
EXISTING T—MOBILE
6't X 12't CONCRETE
PAD WITH 3't X 3.8'f
BUMPOUT
EXISTING T—MOBILE RBS
3106 CABINET (DARK) TO
BE RE —ACTIVATED INSTALL
PROPOSED RAN EQUIPMENT
IN EXISTING 3106 CABINET
(REFER TO FINAL RFDS)
ON PROPOSED H—FRAME
PROPOSED 24" WIDE ICE BRIDGE
BETWEEN H—FRAME AND
Zy oA
EXISTING ICE BRIDGE (SITE PRO
? =m
1 PART # 1B24D—`) PROPOSED EQUIPMENT PLAN
SCALE: N.T.S. A-2
EXISTING T—MOBILE ICE BRIDGE
EXISTING T—MOBILE RBS 6102 CABINET. INSTALL
PROPOSED RAN EQUIPMENT IN EXISTING 6102
CABINET (REFER TO FINAL RFDS)
T—MOBILE 2
FEED LINES A-1
EQUIPMENT PHOTO DETAIL
SCALE: N.T.S.
IMAGE SOURCE: PROTERRA 08/06/15
PROPOSED 24" WIDE ICE BRIDGE
BETWEEN H—FRAME AND
EXISTING ICE BRIDGE (SITE PRO
1 PART # 1B24D-1)
PROPOSED (3) RRUS11 AND 2 3
PROPOSED (6) DIPLEXERS A-5
ON PROPOSED H—FRAME
T • mMoblle
T-MOBILE NORTHEAST LLC
15 COMMERCE WAY, SURE B
NORTON, MA 02766
LSBA
SBA COMMUNICATIONS CORP.
33 BOSTON POST ROAD WEST, SUITE 320
MARLBOROUGH, MA 01752 TEL: ISC81251-0720
PraTerra
DESIGN GROUP, LLC
4 Bay Road, Building A
Suite 200
Hadley, MA 01035 Ph:(413)320-4918
�J'
M.
CHECKS BY: JMM/TEJ
VED BY: JMM/TEJ
SUBMITTALS
IREV.1 DATE I DESCRIPTION BY
1 109/30/151 CONSMC00N REVISED JEB
0 08/13/15 ISSUED MR CONSTRUCTMN JEB
SITE NUMBER:
4PRO482D
SITE NAME:
PR482 / LIGHTOWER
DARTMOUTH
SITE ADDRESS:
1073 RUSSELLS MILLS ROAD
DARTMOUTH, MA 02748
BRISTOL COUNTY
SHEEP TITLE
EXISTING & PROPOSED
EQUIPMENT PLANS
SHEET NUMBER
A-2
EXISTING 7"0 PIPE
MAST (V.I.F.
EXISTING RF TRANSPARENT
CANISTER SHROUD 32"
0.D.f (V.I.F.)
'10��
GAMMA SECTOR
GSM/UMTS/LTE
ALPHA SECTOR
EXISTING ANTENNA PLAN AT
148' RAD CENTER ELEVATION
SCALE: N.T.S. A-3
ALPHA SECTOR
L700 SHIM AS
REQUIRED
EXISTING 10"0
PIPE MAST (V.I.F.)
PROPOSED SBIAS T
BELOW PROPOSED
ANTENNA (TYP. OF 1 PER
SECTOR, TOTAL OF 3)
GAMMA SECTOR
L700
EXISTING RF TRANSPARENT
CANISTER SHROUD 36"
0.D.t (V.I.F.)
ti36'
n1
v
=IVIVH,
=CTOR,
:MAIN
ER
EXISTING (6) SINGLE T—MOBILE TMAs AT
148' RAD TO BE REPLACED WITH (6)
STYLE 4 TMAs IN CANISTER AT 148' RAD.
EXISTING (3) TWIN TMAs AT 148' RAD
TO BE REMOVED AND REPLACED WITH
(3) TWIN TMAs AT 110' RAD
ETA SECTOR
GSM/UMTS/LTE
VISUAL ASSESSMENT AND DAMAGE
REPORT REQUIREMENT:
GENERAL CONTRACTOR SHALL PROVIDE
SBA WITH'AN ASSESSMENT REPORT,
INCLUDING PHOTO DOCUMENTATION, OF
THE EXISTING AND FINAL CONDITIONS
OF ALL DAMAGED CANISTER SHROUDS,
MISSING FASTENERS, AND/OR ANY
OTHER STRUCTURAL/VISUAL DEFECTS
THAT MIGHT IMPAIR THE STRUCTURAL
INTEGRITY OF THE SHROUD.
PROPOSED TWIN TMAS MOUNTED BELOW
PROPOSED SBIAS T. (TYP. OF 1 PER
SECTOR, TOTAL OF 3) A-4
PROPOSED T—MOBILE ANTENNA ON
EXISTING FLAGPOLE PIPE MAST (TYP.
OF 1 PER SECTOR, TOTAL OF 3)
PALL
A-4
BETA SECTOR
\ L700
L PROPOSED ANTENNA CONCEALMENT
MOUNT KIT (COMMSCOPE PART A 4
MTC3470), (TYP. OF 1 KIT)
PROPOSED ANTENNA PLAN AT
110' RAD CENTER ELEVATION 2
SCALE: N.T.S. A-3
ENGINEER OF RECORD IS UNABLE TO MAKE A VISUAL ASSESSMENT
OF EQUIPMENT BEHIND EXISTING RF SHROUD ON FLAGPOLE. BASED
ON AVAILABLE RECORD INFORMATION, A PRELIMINARY DETERMINATION
HAS BEEN MADE THAT THE PROPOSED ANTENNA MOUNT SHOULD BE
ABLE TO ACCOMMODATE THE ADDITIONAL PROPOSED EQUIPMENT
LOADS SHOWN ON THESE PLANS. FINAL CONSTRUCTION DETAILS
ARE SUBJECT TO CHANGE PENDING THE COMPLETION OF AN
ANTENNA MOUNT STRUCTURAL ASSESSMENT.
SPECIAL WORK NOTE (WINDBAND CLAMP CANISTER REINFORCEMENT):
GENERAL CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTALLATION
RECOMMENDATIONS AND USER MANUAL FOR UNFASTENING AND
REFASTENING SBA —PROVIDED WINDBAND CLAMPS. ANY DAMAGED
WINDBAND CLAMPS AND/OR CANISTER SHROUDS LOCATED AT THE
T—MOBILE RAD SHALL BE REPLACED AT NO COST TO SBA
REPAIR DISLODGED CANISTER
SHROUD AND WIND BANDS AT TOP
OF EXISTING T—MOBILE CANISTER
EXISTING PANEL ANTENNA, TYP. OF
(1) PER SECTOR, (3 TOTAL) TO
BE REMAIN AT 148't RAD CENTER
EXISTING (6) SINGLE T—MOBILE TMAs AT
148' RAD TO BE REPLACED WITH (6)
STYLE 4 TMAs IN CANISTER AT 148' RAD.
EXISTING (3) TWIN TMAs AT 148' RAD
TO BE REMOVED (AND REPLACED WITH
(3) TWIN TMAS AT 110' RAD, SEE
CALLOUT BELOW)
REPAIR/REPLACE EXISTING WIND
BAND CLAMP AT PROPOSED
T—MOBILE RAD AS REQUIRED
ALL PROPOSED T—MOBILE ANTENNA ON
A-4 EXISTING FLAGPOLE PIPE MAST (TYP.
OF 1 PER SECTOR, TOTAL OF 3)
2 t PROPOSED SBIAS T BELOW
PROPOSED ANTENNA (TYP. OF
A-4 A-5 1 PER SECTOR, TOTAL OF 3)
PROPOSED TWIN TMAS MOUNTED BELOW
PROPOSED SBIAS T, (TYP. OF 1 PER
9
SECTOR, TOTAL OF 3)
REPAIR/REPLACE EXISTING CANISTER SHROUD
(DUE TO CRACKS IN SHROUD AND MISSING
HARDWARE) AT PROPOSED T—MOBILE RAD AS
REQUIRED. COORDINATE WITH SBA RSM
E
THE FINAL RF
ET FOR FINAL
SETTINGS.
�IN
ANTENNA PHOTO DETAIL 3
SCALE: N.T.S. A-3
T ° ofl-
T-MOBILE NORTHEAST LLC
15 COMMERCE WAY, SUITE B
NORTON, MA, 02766
S13
A
SBA COMMUNICATIONS CORP.
33 BOSTON POST ROAD WEST, SUITE 320
MARLBOROUGH, MA 01752 TEL I508I 251-0720
PraTerra
DESIGN GROUP, LLC
4 Boy Road, Building A
Suite 200
Hadley, MA 01035 Ph: (413;320-4918
(,�pA OF Mqs
.OR NO
IL
Ca 15
CHFCKED E)Y: JMM/TEJ
AP OY
;0 BY: JMM/TEJ
SUBMITTALS
REV. I DATE DESCRIPTION BY
1 09/30/15_1 CONSTRUCTION REVISn JEB
L0 08/18/15 1 ISSUED FOR CDNSTRUCTION I JEB
SITE NUMBER:
4PRO482D
SITE NAME:
PR482 / LIGHTOWER
DARTMOUTH
SITE ADDRESS:
1073 RUSSELLS MILLS ROAD
DARTMOUTH. MA 02748
BRISTOL COUNTY
SHEET TITLE
EXISTING & PROPOSED
ANTENNA PLAN
SHEET NUMBER
A-3
PROPOSED ANTENNA
TO PIPE CLAMP
ANTENNA DETAIL 1
SCALE: N.T.S. A-4
MOUNTING BRACKET
TRIM EXCESS ROD AS REQUIRED /�7
3/8" GALVANIZED
THREADED ROD
10"0
(V.I. F.)
PLAN
ISOMETRIC
ANTENNA CONCEALMENT MOUNT DETAIL
bUALL: N.I.S.
SPECIAL WORK NOTE (WINDBAND CLAMP CANISTER REINFORCEMENT):
GENERAL CONTRACTOR SHALL FOLLOW MANUfACTURER'S INSTALLATION
RECOMMENDATIONS AND USER MANUAL FOR UNFASTENING AND
REFASTENING SBA —PROVIDED WINDBAND CLAMPS. ANY DAMAGED
WINDBAND CLAMPS LOCATED AT THE 1—MOBILE RAID SHALL BE
REPLACED AT NO COST TO SBA
EXISTING 10"0 (VIF)
PIPE MAST
PROPOSED ANTENNA CONCEALMENT
MOUNT KIT (COMMSCOPE PART #
MTC3470), (TYP. OF 1 KIT)
PROPOSED ANTENNA CONCEALMENT
MOUNT KIT (COMMSCOPE PART #
MTC3470), (TYP. OF 1 KIT)
PROPOSED
ANTENNA SHOWN
HIDDEN FOR
CLARITY
PROPOSED RET (TYP. OF 1
PER SECTOR, TOTAL OF 3)
1 PROPOSED SBIAS T
(TYP. OF 1 PER
A-5 SECTOR, TOTAL OF 3)
PROPOSED TWIN TMAs, (TYP. OF
1 PER SECTOR, TOTAL OF 3)
(NOTE: REFER TO FEEDLINE
SCHEDULE ON SHEET A-1)
EXISTING 10"0 (VIF)
I !! PIPE MAST
!! EXISTING RF TRANSPARENT
!! !� SHROUD 30" f O.D. (V.I.F.)
PROPOSED COMMSCOPE LNX-6513DS—AIM
ANTENNA (54.9"x11.9"x7.1", 26.0 LBS.t)
A ) II MOUNTED TO PIPE, TYP.
(I I ! II A,4 A�23
II I I !!
(! I I !! 11O'f PROPOSED ANTENNA
.I
II ! I !I
II • ! I I • II
II
ii II
PROPOSED S.S. BANDS IN ACCORDANCE
!! ii WITH MANUFACTURER'S RECOMMENDATIONS
II
!! II
� � r
PROPOSED ANTENNA MOUNTING DETAIL
SCALE: N.T.S.
T ° -Mobile
T-MOBILE NORTHEAST LLC
15 COMMERCE WAY, SUITE B
NORTON, MA 02766
SBA
SBA COMMUNICATIONS CORP.
33 BOSTON POST ROAD WEST, SUITE 320
MARLBOROUGH, MA 01752 TEL M) 251-0720
PraTerra
DESIGN GROUP, LLC
4 Bay Road, Building A
Suite 200
Hadley, MA 01035 Ph:(413)320-4918
�H OF AN
JESSE M.
Cl\ECKFV BY: JMM/TEJ
APPROVED BY: JMM/TEJ
SUBMITTALS
BY
REV. DATE DESCRIPTION
I I D9/3D/15 1 CDNSIRUCTION REVM I JE3
0 1 03/I8/15 ISSUED FOR CONSIRl1CDON JEB
SITE NUMBER:
4PRO482D
SITE NAME:
PR482 / LIGHTOWER
DARTMOUTH
SITE ADDRESS:
1073 RUSSELLS MILLS ROAD
DARTMOUTH, MA 02748
BRISTOL COUNTY
SHEET TITLE
DETAILS
SHEET NUMBER
A-4
Antenna Interface
(RF)
Grounding
Hardware
aKpttrw. CE
U.&k user-rflnxtiw.a
�it
� `j
i"1`>gt1l�f@i�'1:i9il1�ft1"�Ct
Weatherproof
AISG Output Connector
(dc / Data)
DIMENSIONS: 5.63"Hx3.7W"x2.0"D
WEIGHT: 1.8 LBS.
SMART BIAS TEE 1
SCALE: N.T.S. A-5
PROPOSED REMOTE RADIO UNIT (RRUS11
B12, 50.7 LBS) REFER TO FINAL RFDS FOR
Tyll� QUANTITY, MODEL AND DIMENSIONS
m
T NOTE:
Ij MOUNT PER MANUFACTURER'S
SPECIFICATIONS ON PIPE
0
N
PROPOSED REMOTE RADIO UNIT DETAIL
SCALE: N.T.S.
PROPOSED 24" WIDE ICE BRIDGE
(SITE PRO 1 PART # IB24D—V)
MINIMUM REQUIRED
CLEARANCES
TOP: 18"
SIDES: 4"
FRONT: 36"
6" MAX.
EXPOSED
r11-- 3 \6 CSC
(P) PIPE CAP (SITE PRO 1
PART# PC312), TYP.
PROPOSED RRU, 2 2,3
TYP. OF (3)
UNISTRUT P1000 (AS
REQUIRED)
FASTEN UNISTRUT TO PIPE USING
1 /2"0 GALV. U—BOLT, TYP.
(P) 3-1/2" O.D. SCH40 GALV. POST
(13'-4" LONG) WITH CAP (SITE PRO 1
PART# P3160), TYP. OF (2)
PROPOSED (6) DIPLEXERS
ON PROPOSED H—FRAME
PROPOSED END CAP (UNISTRUT
PART # P2860-10), TYP.
1'-4"0 x 4'-6" 4
CONCRETE FOOTING
fc'=4000 PSI A-5
CONCRETE
2" CLEAR
3" CLEAR
3/4" STONE BASE
OUTDOOR RRU RACK
SCALE: N.T.S.
1'-4"0 x 4'-6"
CONCRETE FOOTING
fc'=4000 PSI
STANDARD HOOK CONCRETE
2" MIN.
(P) 3-1/2" O.D. SCH40 GALV. POST
(13'-4" LONG) WITH CAP (SITE PRO 1
PART# P3160), TYP. OF (2)
•n •
2" CLEAR, MIN.
#3 TIES @ 8" O.C. #4 VERTICAL BAR
PLAN VIEW
OUTDOOR RRU RACK
CONCRETE FOOTING DETAIL 4
SCALE: N.T.S. A-5
■ ■ 1e ■Mob e
T-MOBILE NORTHEAST LLC
15 COMMERCE WAY, SUITE B
NORTON, MA 02766
SBA
SBA COMMUNICATIONS CORP.
33 BOSTON POST ROAD WEST, SUrE 320
MARLBOROUGH, MA 01752 TEL: (508) 251-0720
Pr@Terra
DESIGN GROUP, LLC
4 Bay Road, Building A
Suite 200
Hadley, MA 01035 Ph:(413)320-4918
OF �ss9
J SSE M.
ORENO
CML y
N . 47315
�r T
CHECK D BY: JMM/TEJ
APP OVED BY: JMM/TEJ
SUBMITTALS
REV. I DATE I DESCRIPTION JBY
I 109/30/151 CONSTRUCTION REVISED IJEBI
0 1 OB/IB/151 ISSUED FOR CONSIRl1CTHIN I JEB
SITE NUMBER:
4PRO482D
SITE NAME:
PR482 / LIGHTOWER
DARTMOUTH
SITE ADDRESS:
1073 RUSSELLS MILLS ROAD
DARTMOUTH, MA 02748
BRISTOL COUNTY
SHEET TITLE
DETAILS
SHEET NUMBER
A-5
STAINLESS STEEL
HARDWARE
GROUNDING CABLE TWO HOLE COPPER
COMPRESSION TERMINAL
GROUND BAR
tA
ELEVATION
LOCK WASHER, FLAT WASHER, TYP.
TYP. 3/8"x 1-1 /4" HEX BOLT
NUT, TYP. GROUND BAR
EXPOSED BARE COPPER TO BE
GROUNDING KEPT TO ABSOLUTE MINIMUM, NO
CABLE INSULATION ALLOWED WITHIN THE
NOTES: SECTION A -A COMPRESSION TERMINAL (TYPICAL)
1. "DOUBLING UP" OR "STACKING " OF CONNECTION IS NOT PERMITTED.
2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS.
3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB.
TYPICAL GROUND BAR
PROPOSED ANTENNA PIPE MAST, TYP.
PROPOSED TMA
PROPOSED SBIAS T AWG BTCW AGB
DED TO EXISTING E31
ER GROUND LUG
#6 AWG 77:�3V
POWER PANEL
TELCO CABINET
-EWER
E-t
#2 AWG BTCW (EGB
BONDED TO EXISTING
TOWER GROUND LUG)
EXISTING
2106 EXISTING EXISTING
CABINET 3106 6102
(DARK) CABINET CABINET
G G G G G G
CONNECTION DETAIL
1
SCALE: N.T.S.
E-1
MOTE:
BREAKER TO (E)
2106 CABINET
TO EXISTING
SHALL BE
SERVICE
TURNED OFF
ELECTRIC
20A-1P
METER
GFCIEXISTING
200A60A-2PEXISTING
®
P206OA-2P
MAIN BREAKER
SURGE
2106CABINET
MANUAL TRANSFER50A-2P
(DARK)
SWITCHn
(TURN OFF)
GENERATOR RECEPTACLE
80A-2P
EXISTING 200A PPC
(P) 100A-2P
(EMERSON NETXTEND)
TO REPLACE (E)
5
E-1
L
6OA-2P
_
EGB
FROM ANTENNA
JUMPER REQUIRED
ONLY WHEN 1-1/4"0
AND LARGER (TYP.)
CONNECTOR
WEATHERPROOFING
UTILITY CONDUITS KIT (TYP.)
CABLE TRAYS/
o ICE BRIDGE
G #6 AWG INSULATED
GROUND WIRE
J (SECTION JUMPER)
G ICE BRIDGE POST
EQUIPMENT NOTE.
G PAD UNLESS OTHERWISE NOTED,
ALL GROUNDING CONDUCTORS
EXISTING BGR ARE #2 AWG BTCW
TYPICAL GROUNDING RISER DIAGRAM r
SCALE: N.T.S. E-1
INSTALL PROPOSED RAN
EQUIPMENT IN EXISTING NORMAL
RBS 3106 EQUIPMENT ACPowER ON GENERATOR
R
CABINET (REFER TO oMscoNNECT`' OFF °scoNNEcr
FINAL REDS)
EXISTING
3106
CABINET
(DARK)
TO BE AM
ACTIVATED EXISTING
6102
CABINET
IMAGE SOURCE: PROTERRA 08/06/15
SERVICE GROUND
VERIFY MIN. (3) J
I L- PROPOSED CONDUIT do
PER NEC =
#4 do (1)8
CONDUCTOR UPGRADE TO
GND (CU) IN
EXISTING SERVICE AS REQUIRED
UPGRADE EXISTING 60A-2P BREAKER
1-1/4" CONDUIT
TO ACCOMMODATE RBS 6102
(3) #2 do (1) #6 GND
TO PROPOSED 100A-2P BREAKER,
(CU) IN 1-1/2" CONDUIT
SEE CONTRACTOR NOTE
ONE LINE POWER SCHEMATIC
INSTALL PROPOSED RAN
4 EQUIPMENT IN EXISTING
SCALE: N.T.S.
RBS 6102 EQUIPMENT
E-1
CABINET (REFER TO
ELECTRICAL LEGEND
A
V
AMPERE
'VOLT
KIN
KILOWATT - HOUR
C
CONDUIT
GRC
GALVANIZED RIGID CONDUIT
BTCW
BARE TINNED (SOLD) COPPER LIRE
(/2 AWG, UNLESS NOTES OTHERISE)
G
(ROUND
L
(ROUND
NOR
O
MASTER GROUND BAR OMECWINICAL CONNECTION
AGB (8
OCADWETD CONNECTION
O 0
EQUIPMENT GROUND BAR/ANTENNA GROUND BAR
-G-
!ROUND COPPER PRE. SIZE AS NOTED
0tPO5FD HIRING
INSULATED GROUNDING CONDUCTOR (16 AWG STRANDED,
UNLESS NOTED OTHEROSE)
Q
5/8-R10' COPPER CLAD STARLESS STEEL GROUND ROD
-0--W-
• EXOTHERMIC (CAD WELD) O7 0 MECHANICAL
PPC
(COMPRESSION TYPE)
POWN PROTECTION CABINET CONNECTION
!�
ON'L-DIRECTIONAL ELECTRONIC MARKER SYSTEM (ENS) BALL
FINAL RFDS)
G.C. TO VERIFY THAT THE EXISTING CONDUITS AND WIRE
SIZES ARE ADEQUATE FOR THE PROPOSED LOADING IN
ACCORDANCE WITH NEC AND INCLUDE ELECTRICAL
UPGRADES IN THE SCOPE OF WORK AS REQUIRED.
ELECTRICAL & GROUNDING NOTES:
1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) 2014 AS WELL AS APPLICABLE
STATE AND LOCAL CODES.
ITEMS2. ALL ELECTRICAL SHALL LISTED AND 3. THE E ECTRICAL WORK NCLUDES ALL LABOR AND MATER AL DESCRIBED UBYDSPECIFICATION
ANDSPECIFICATIONS E INCLUDING INCIDENTAL WORK TO
PROVIDE COMPETE OPERATING AND APPROVED ELECTRICAL SYSTEM.
4, GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF
INSPECTIONS.
5. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL
CONDUITS OR SCHEDULE BO PVC (AS PERMITTED BY CODE) AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR NONMETALUC
CONDUITS.
6. RIGID STEEL CONDUITS SHALL BE GROUNDED AT BOTH ENDS.
7. ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHHW, THWN, OR THHN INSULATION AS REQUIRED BY NEC.
8. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL ROOM AND PROPOSED CELL SITE POWER PEDESTAL AS INDICATED ON THIS
COORDINATEDRAWING. PROVIDE FULL LENGTH PULL ROPE. INSTALLATION UTILITY
9. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITYDEMARCATION POINT AND PROPOSED CELL SITE TELCO CABINET AND BT
CABINET AS INDICATED ON DRAWING A-1. PROVIDE FULL LENGTH PULL ROPE IN INSTALED TELCO CONDUIT. PROVIDE GREENLEE CONDUS
IT
MEASURING TAPE AT EACH END.
10. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE.
11. GROUNDING SHALL COMPLY WITH NEC ART. 250.
FROM ANTENNA
FRAME SUPPORT
#2 AWG BTCW
WEATHERPROOFING
KIT (TYP.)
STANDARD
GROUND KIT (TYP.)
ANTENNA CABLE TO
BTS (TYP.)
#6 AWG INSULATED (PROVIDED
WITH CABLE GROUNDING KIT TYP.)
COAX GROUND KIT
AGB: COMMSCOPE KIT NO.
GB-0414-IT OR EQUAL
#2 AWG BTCW BONDED
NOTE: TO TOWER LUG
INSTALL CABLE GROUND KIT ABOVE
HORIZONTAL BEND AND ALWAYS DIRECT
GROUND WIRE DOWN TO AGB/EGB.
TOWER TOP CABLE GROUNDING DETAIL
N.T.S.
TO ANTENNA
STANDARD GROUNDING
KIT (TYP.)
#6 AWG INSULATED
(PROVIDED WITH
GROUNDING KIT, TYP.)
EXISTING AGB (TOP)
SEE NOTE 1.
#2 AWG BTCW
EXISTING TOWER
D LUG
TOWER
HYBRID/COAX CABLES
D LUG
(TYP. FOR ALL)
BTCW
G EGB
) SEE
OTE 1.
IGROUND
(2BTCW
STANDARD GROUND
KIT (TYP.)
EXISTING EGB
(2) #2
#2 AAWG
BTCW
RING
NOTE:
1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF
TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE
ADDITIONAL AGB/EGB AS REQUIRED.
2. A SEPARATE GROUND BAR TO BE USED FOR GPS ANTENNA IF REQUIRED
TOWER BOTTOM CABLE GROUNDING DETAIL %
5(;ALE: N.T.S.
12. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS COAX CABLE GROUNDING KITS SUPPLIED BY PROJECT
OWNER.
13. USE /6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND #2
SOLID TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING.
14. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW
BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL.
15. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING
LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #6 WIRE CAN BE BENT AT 6- RADIUS WHEN
NECESSARY. BOND ANY METAL OBJECTS WITHIN 7 FEET OF PROPOSED EQUIPMENT OR CABINET TO MASTER GROUND BAR.
16. CONNECTIONS TO MGB SHALL BE ARRANGED IN THREE MAIN GROUPS: SURGE PRODUCERS (COAXIAL CABLE GROUND KITS, TELCO AND POWER
PANEL GROUND); (GROUNDING ELECTRODE RING OR BUILDING STEEL); NON -SURGING OBJECTS (EGB GROUND IN BTS UNIT).
17. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION TYPE COPPER LYGS. APPLY OXIDE INHIBITING COMPOUND TO
ALL LOCATIONS.
18. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND CONNECTIONS.
19. BOMD ANTENNA MOUNTING BRACKETS, COAXIAL CABLE GROUND KITS, AND ALNA TO EGB PLACED NEAR THE ANTENNA LOCATION.
20. BOND ANTENNA EGB'S AND MGB TO WATER MAIN/GROUND RING.
21. TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION.
22. BOND ANY METAL OBJECTS WITHIN 7 FEET OF PROPOSED EQUIPMENT OR CABINET TO MASTER GROUND BAR.
23. VERIFY PROPOSED SERVICE UPGRADE WITH LOCAL UTILITY COMPANY PRIOR TO CONSTRUCTION.
T-MOBILE NORTHEAST LLC
15 COMMERCE WAY, SUITE B
NORTON, MA 02766
SBA
SBA COMMUNICATIONS CORP.
33 BOSTON POST ROAD WEST, SUITE 320
MARLBOROUGH, MA 01752 TEL: (578( 251-0720
PraTerra
DESIGN GROUP, LLC
4 Bay Road, Building A
Suite 200
Hadley, MA 01035 Ph:(413)320-4918
OF ftq�
JESSE M.
KENO
ntn/b7315
CHgCKEV BY: JMM/TEJ I
APPROVED BY: JMM/TEJ
SUBMITTALS
REV. I DATE I DESCRIPTION BY
1 09/30/16 1 CONSTRUCTION REVISED I JEB
Oj 08/18/15 1 ISSUED FOR CONSTRUCTON JEB
SITE NUMBER:
4PRO482D
SITE NAME:
PR482 / LIGHTOWER
DARTMOUTH
SITE ADDRESS:
1073 RUSSELLS MILLS ROAD
DARTMOUTH, MA 02748
BRISTOL COUNTY
SHEET TITLE
ONE -LINE DIAGRAM &
GROUNDING DETAILS
SHEET NUMBER
E-1