BP-24147F
TECHNICIAN SITE SAFETY NOTES
LOCATION SPECIAL RESTRICTIONS
SECTOR A; ACCESS NOT PERMITTED
SECTOR B: ACCESS NOT PERMITTED
SECTION C: ACCESS NOT PERMITTED
GPS/LMU: ACCESS PERMITTED — PORTABLE LADDER REQUIRED
RADIO CABINETS: UNRESTRICTED
PPC DISCONNECT: UNRESTRICTED
MAIN CIRCUIT D/C: UNRESTRICTED
NIU/T-1 DEMARC: UNRESTRICTED
OTHERS/SPECIAL: N/A
GENERAL NOTES
�.
1.
THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL
10.
I
PONS BLE FOR P IS RESPONSIBLE PROVIDING A HCONTRACTORD G LL NECE RY
THE SSA
LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF
CONSTRUCTION CONTROL SURVEYS, ESTABLISHING AND MAINTAINING
ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY
ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS
SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES
AS SHOWN HEREIN.
BEARING ON THE PERFORMANCE OF THE WORK. THE WORK
PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL
11.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
PERMITS AND INSPECTIONS Y1�I'Oi MAY BE REQUIRED FOP, THE WORK
REGULATIONS, AND ORDINANCES,
BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL
GOVERNMENT AUTHORITY.
2.
THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH
IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE
12,
THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT
SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS
EXISTING IMPROVEMENTS, EASE►IENTS, PAVING, CURBING, ETC.
NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN
DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE
THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID
CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE
CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS
OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY.
IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.
13.
THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN
3.
THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF
Pti
DURING CONSTRUCTION O OISP F
AND HAZARD FREEDISPOSE 0 ALL
NOTIFYING (IN WRITING) THE PROJECT OWNER'S REPRESENTATIVE OF ANY
DIRT, DEBRIS, RUBBISH AND F-MOVE EOU", DENT NOT SPECIFIED AS
CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF
REMAINING ON THE PROPERTY. PREM'SES SHALL BE LEFT IN CLEAN
CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT
CONDITION AND FREE FROM P.-:NT SPOTS, DUST, OR SMUDGES OF
OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE
ANY NATURE.
COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING
14.
THE CONTRACTOR SHALL CQV9LY WITH A11 OSHA REQUIREMENTS
OTHERWISE.
AS THEY APPLY TO THIS PRO,,FCT.
4.
THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS,
15.
THE CONTRACTOR SHALL NOT.r7 THE PROJECT OWNER'S REPRESENTATIVE
EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED
NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN.
WHERE A CONFLICT OCCURS ON ANY OF Ttx CONTRACT DOCUMENTS.
THE CONTRACTOR IS NOT TO ORDER N-TER:- OR CONSTRUCT
5.
THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE
ANY PORTION OF THE WORK THAT IS N CONDUCT UNTIL CONFLICT
IS RESOLVED BY THE LESSEE/LICENSEE REPRESENTATIVE.
SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF
WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN
16,
THE CONTRACTOR SHALL VER'-- ALL C'VENS` JNS, ELEVATIONS,
BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT
PROPERTY LINES, ETC. ON T"L' JOB.
DOCUMENTS,
6.
THE CONTRACTOR SHALL OBTAIN AUTHORIZATION FROM THE PROJECT
17.
ALL UNDERGROUND UTILITY rN ORMATK,W W S DETERMINED FROM
OWNER'S REPRESENTATIVE TO PROCEED WITH CONSTRUCTION PRIOR TO
SURFACE INVESTIGATIONS ANO EXISTIN; PLANS OF RECORD.
STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE
THE CONTRACTOR SHALL LOCATE ALL UNOE>:'c''ROUND UTILITIES
CONSTRUCTION DRAWINGS / CONTRACT DOCUMENTS.
IN THE FIELD PRIOR TO A.N'1' SIE ri7-K. CALL THE FOLLOWING
FOR ALL PRE —CONSTRUCTION NOTIFICATION 71—HOURS PRIOR
7.
THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS
TO ANY EXCAVATION ACTIVITY:
ACCORDING TO THE MANUFACTURER'S / VENDOR'S SPECIFICATIONS
DIG SAFE SYSTEM (MA, Ili. Ni, RI, VT): 1-888-344-7233
UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES
CALL BEFORE YOU DIG (6T7: 1-800-922-4455
TAKE PRECEDENCE.
8.
THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION
DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND
ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL
PERSONNEL INVOLVED WITH THE PROJECT.
9.
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT
DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING
ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
1073 RUSSELLS MILLS ROAD
DARTMOUTH, MASSACHUSETTS 02748
SITE NOOO 4PR-0482-C
SITE TYPE: COLOCATION / UNIPOLE
l
VICINITY MAP
t
0
Z
LJ
cr
a'
44
1
VICINITY MAP
SCALE: NTS
DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING
DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL
IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE
IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH
THE WORK OR BE RESPONSIBLE FOR SAME.
SHEET INDEX
SHT.
NO.
DESCRIPTION
REV.
NO.
T-1
TITLE SHEET
0
A-1
SITE PLAN
0
A-2
ENLARGED SITE PLAN, ELEVATION AND NOTES
0
S-1
STRUCTURAL NOTES, SECTIONS, AND DETAILS
0
E-1
ELEC. & GROUNDING NOTES, RISERS, & DETAILS
0
THE FOLLOWING SHEETS ARE USED ONLY FOR FEDERAL
REGULATORY COMPLIANCE UNDER FCC AND OSHA
STANDARDS. BUILDING CODE LIFE AND SAFETY PROVISIONS
ARE NOT APPLICABLE AND THEREFORE THESE SHEETS
HAVE BEEN OMITTED FOR STATE/LOCAL PERMITTING AND
CONSTRUCTION CONTROL.
EME-1
RF/EME SAFETY PLAN
0
EME-2
RF/EME SIGNAGE PLAN
0
EME-3
RF/EME SIGNAGE BOM
0
EME-4
RF/EME CALCULATION PLAN
0
PROJECT SMIMARY
SITE NUMBER: 4PR-0482—C
SITE NAME: LIGHTOWER
SITE ADDRESS: 1073 RUSSELLS MILLS ROAD
DARTMOUTH, MASSACHUSETTS 02748
ASSESSOR'S PARCEL NO.: MAP 28 BLOCK 48
ZONING DISTRICT: SINGLE RESIDENCE B (SRB)
CONSTRUCTION TYPE:
UC 0 E. COLOCATION /UNIPOLE
PROPERTY OWNER: ALFRED & MARILYN PONTES
37 ABALONE STREET
NEW BEDFORD, MA 02744
STRUCTURE OWNER: LIGHTOWER
80 CENTRAL STREET
BOXBOROUGH, MA 01719
APPLICANT, OMNIPOINT COMMUNICATIONS, INC.
LESSEE/LICENSEE, 15 COMMERCE WAY, SUITE B
PROJECT OWNER: NORTON, MA 02766
FILE COP
DEC Q 3 2008
GoNST :.ACTION CONTROL
per 780 CMR SFo.116.0
OMNIPOINT COMMUNICATIONS, INC.
A WHOLLY -OWNED SUBSIDIARY OF
T-MOBILE USA, INC.
15 COMMERCE WAY, SUITE B
NORTON, MA 02766
OFFICE: (508) 286-2700
FAX: (508) 286-2893
CL` "VAlvCED
ENGINEERING GROUP, P.C.
Civil Engineering - Site Development Surveying - TelmmmmunieWon,
98 COUNTY STREET, SUITE 101 31 TROWBRIDGE DRIVE
ATUBORO, WA 02703 NORTH KNGSTOWN, N 02852
PH: 508-342-5339 PH: 401-667-0511
FAX: 508-342-5303 FAX: 401-667-0344
R.
511 �
APPROVALS
LANDLORD
LEASING
R.F.
ZONING
CONSTRUCTION
A/E
[PROJECT N0: 4PR-0482-Cl
DRAWN BY: AL
CHECKED BY: SNA
SUBMITTALS
1 0 1 11 /05/081 CONSTRUCTION I
THIS DOCUMENT IS THE CREATION, DESIGN,
PROPERTY AND COPYRIGHTED WORK OF
OMNIPOINT COMMUNICATIONS, INC. 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.
4PR-0482-C
LIGHTOWER
1073 RUSSELLS MILLS ROAD
DARTMOUTH, MA 02748
SHEET
TITLE SHEET
SHEET NUMBER
Tm
1 1
\ \ I I I I I I I 1
\ \ I I I I I 1 I 1
\ MAP 33 I I I I I I I 1
\\ BLOCK 20
I I I I
MAP 33 I ---___-----
\ \\ BLOCK 21 I I I + I
I i
I MAP 33
` I BLOCK 22 I MAP 33 1 1 1 1 1 1 1 1
I (IBLOCK 23 MAP i 33 1 II � I r
J1
MAP 33 BLOCK j 1 I I 1
BLOCK 4 MAP 33 1 1 1 I ILOT 0001 BLOCK 25 MAP 33 MAP 33
MAP 28 BLOCK 26
—-------
I MAP 33 � — -' ` — -- — — — — — --� J
/ BLOCK 42 j I BLOCK 27 i BLOCK 28 1 1 I
MAP 33 I I MAP 33
I 1 I BLOCK 29 I I BLOCK 92
1
/ WOODCOCK ROAD
/ MAP 33 I / MAP 33
/ BLOCK 2 J I I BLOCK 92
MAP 33 LOT 0001 r/
J /
APPROX. LOCATION OF BLOCK 1
1
EXISTING PROPERTY LINE MAP 33 `
BLOCK 94—
EXISTING TREE
LI N E (TYP.) / J
1 I
J / MAP 28
/
PROPOSED 15'-0"x15'-0" � � � BLOCK 52
LEASE/EQUIPMENT AREA, SEE 931 W
SHEET A-2 FOR DETAILS I _
4'_
3�
1 1 /
EXISTING 165' I
HIGH UNIPOLE I I l
J / MAP 33 /
MAP 28 co
/ / BLOCK 93 /
BLOCK 42
EXISTING FENCED---' *PROPOSED 10' WIDE ACCESS
— — EASEMENT FROM PUBLIC R.O.W. r /
COMPOUND �. - - - OVER EXISTING DRIVEWAY
\ (APPROX 600')
MAP 28 BLOCK 48;
ALFRED & MARILYN
PONTES
37 ABALONE STREET o
EXISTING ! /
NEW BEDFORD, MA 02744
AREA: 10.21 f AC BUILDING (TYP.) — — , / MAP 28 /
BLOCK 49 /
1s2 � l I
231'f l
rn
\ MAP 28
\ 52& f BLOCK 47
MAP 28
BLOCK 49 /
\ \ 1 LOT 0001
1 1
\\ BLOCK
\\ BLOCKMAP 246 ! 1
\ BLO 3
\ 1 MAP 28
\ \ MAP 28 \ BLOCK 50
\ BLOCK 45
1 \ 1 \
TRUE NORTH
1 PLOT PLAN
A-1 SCALE: 1'=80'
80' 40' 0' 80, 160'
NOTES
1. PLOT PLAN BASED ON TIX MAPS FROM THE TOWN OF DARTMOUTH.
2. SETBACKS ARE TAXEN FROV NEAREST PROPOSED EQUIPMENT TO PROPERTY LINES.
3. A METES AND BOUNDS SURVEY WAS NOT CONDUCTED BY ADVANCED ENGINEERING GROUP, PC.
5. ALL BUILDINGS, TREE LINES, AND EXISTING FEATURES WERE OBTAINED FROM MassGIS
ORTHO PHOTOGRAPHS AND IS NOT THE RESULT OF AN ON GROUND FIELD SURVEY BY
ADVANCED ENGINEERING GROUP, PC.
ZONING SUMMARY TABLE
ZONING DISTRICT:
ASSESSORS MAP:
PROPOSED USE:
SRP (SINGLE RESIDENCE B)
MAP 28 BLOCK 48
WIRELESS COMMUNICATION FACILITY
DIMENSION:
REQUIRED
MINIMUM
PROVIDED
LOT AREA
80,000 SF
10.21 t AC.
LOT FRONTAGE
200 FT
328f FT
FRONT YARD SETBACK*
60 FT
543t FT
SIDE YARD SETBACK*
20 FT
145t FT
REAR YARD SETBACK*
20 FT
374t FT
*UNLESS OTHERWISE NOTED DIMENSIONS ARE FROM
NEAREST EQUIPMENT TO PROPERTY LINE
GENERAL NOTES:
1. THE TYPE, DIMENSIONS, MOUNTING HARDWARE, AND POSITIONS OF ALL
PROJECT OWNER'S EQUIPMENT ARE SHOWN IN ILLUSTRATIVE FASHION. THESE
DRAWINGS ARE NOT INTENDED FOR CONSTRUCTION. ACTUAL HARDWARE
DETAILS AND FINAL LOCATIONS MAY DIFFER SLIGHTLY FROM WHAT IS SHOWN.
2. THE PROJECT OWNER'S PCS 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. THE PROJECT OWNER'S BASE TRANSMISSION STATION (BTS) CABINET IS A
WEATHER RESISTANT, VANDAL RESISTANT STEEL CABINET CONTAINING RECTIFIERS,
AMPLIFIERS, RADIOS, AND OTHER INTEGRATED ELECTRONIC CONTROL EQUIPMENT.
THE BTS IS ENVIRONMENTALLY CONTROLLED BY A SELF-CONTAINED
AC -POWERED HEATING AND COOLING SYSTEM USING CFC-FREE THERMAL
TRANSFER COMPOUNDS. MANUFACTURER'S SPECIFICATIONS INDICATE THAT AT
FULL LOAD CONDITIONS, MAXIMUM ACOUSTICAL NOISE LEVELS ARE 5ODB(A) AT
A DISTANCE OF 13 FEET AND 40 DB(A) AT A DISTANCE OF 46 FEET.
BATTERY BACKUP FOR EMERGENCY STANDBY POWER IS CONTAINED WITHIN THE
SEALED BTS CABINET AND CONSISTS OF FOUR 12-VOLT, CLOSED -CELL DC
BATTERIES. THE BATTERIES ARE LEAD -ACID RECHARGEABLE STANDBY
INDUSTRIAL POWER CELLS MANUFACTURED TO MEET ENVIRONMENTAL QUALITY
AND RUGGEDNESS STANDARDS OF THE INTERNATIONAL AIR TRANSPORT
ASSOCIATION (IATA). THE BATTERY CHARGING SYSTEM IS
COMPUTER -CONTROLLED AND THE EQUIPMENT CABINET IS REMOTELY MONITORED
AT PROJECT OWNER'S NETWORK OPERATIONS CONTROL CENTER 24-HOURS A
DAY, 7 DAYS A WEEK FOR FAULTS AND ALARMS.
4. THE DESIGN OF THE ANTENNA MOUNTING HARDWARE WILL MEET THE
ANSI/EIA/TIA-222-F STANDARDS FOR STRUCTURAL STEEL ANTENNA
SUPPORTING STRUCTURES AND STATE BUILDING CODE REQUIREMENTS.
DETAILED CONSTRUCTION DRAWINGS AND STRUCTURAL CALCULATIONS FOR THE
EXISTING ANTENNA SUPPORT STRUCTURE WILL BE PREPARED BY A REGISTERED
PROFESSIONAL ENGINEER AND SUBMITTED WITH A BUILDING PERMIT APPLICATION
FOR REVIEW AND APPROVAL BY THE LOCAL BUILDING CODE ENFORCEMENT
OFFICIAL.
5. ONCE THE FACILITY BECOMES FULLY OPERATIONAL, NORMAL AND ROUTINE
MAINTENANCE BY PROJECT OWNER'S TECHNICIANS WILL BE PERFORMED ON A
MONTHLY BASIS. THEREFORE, THE ESTIMATED VEHICLE TRIP GENERATION RATE
IS 2 TRIPS PER MONTH. THE AVERAGE DAILY TRIP GENERATION RATE (ADT) IS
0.07.
6. ON EXISTING STRUCTURES WITH FAA OBSTRUCTION MARKING, PAINT
ANTENNAS, MOUNTING HARDWARE AND EXPOSED VERTICAL RUNS TO MATCH
EXISTING PATTERN (AVIATION ORANGE OR WHITE),
7. PER FCC MANDATE, ENHANCED EMERGENCY (E911) SERVICE IS REQUIRED TO
MEET NATIONWIDE STANDARDS FOR WIRELESS COMMUNICATIONS SYSTEMS.
PROJECT OWNER'S IMPLEMENTATION REQUIRES DEPLOYMENT OF EQUIPMENT AND
ANTENNAS GENERALLY DEPICTED ON THIS PLAN, ATTACHED TO OR MOUNTED IN
CLOSE PROXIMITY TO THE BTS RADIO CABINETS. PROJECT OWNER'S RESERVES
THE RIGHT TO MAKE REASONABLE MODIFICATIONS TO E911 EQUIPMENT AND
LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED SPECIFICATIONS.
8. PERMANENT STANDBY EMERGENCY POWER WILL NOT BE UTILIZED BY PROJECT
OWNER'S. IF NECESSARY, DURING AN EXTENDED POWER OUTAGE, A PORTABLE
EMERGENCY GENERATOR WILL BE USED TO PROVIDE TEMPORARY EMERGENCY
BACKUP POWER. THERE IS NO ON -SITE BULK STORAGE OF FLAMMABLE OR
COMBUSTIBLE FUELS FOR OPERATING AN EMERGENCY GENERATOR FOR THE
PROJECT OWNER'S EQUIPMENT.
9. APPLICANT, OMNIPOINT COMMUNICATIONS, INC.
LESSEE/LICENSEE, 15 COMMERCE WAY, SUITE B
PROJECT OWNER: NORTON, MA 02766
10. PROPERTY OWNER: ALFRED & MARILYN PONTES
37 ABALONE STREET
NEW BEDFORD, MA 02744
11. STRUCTURE OWNER: LIGHTOWER
80 CENTRAL STREET
BOXBOROUGH, MA 01719
LEGEND:
PROPERTY LINE - SUBJECT PARCEL
-----------------------
PROPERTY LINE - ABUTTERS
-------------------
RIGHT-OF-WAY
STONEWALL
-_-_-_-_-_-*-_-
FENCE
XX
MAP
xxX
LOT
�,
TREES GREATER THAN 12"0
EXISTING BUILDING
C-Q-)
EXISTING UTILITY POLE #XXX
ABBREVIATIONS
ADJ
ADJUSTABLE
OC
ON CENTER
AGL
ABOVE GRADE LEVEL
OPP
OPPOSITE
APPROX
APPROXIMATE
SF
SQUARE FOOT
C
CONDUIT
SHT
SHEET
CONC
CONCRETE
SIM
SIMILAR
CONT
CONTINUOUS
STL
STEEL
CJ
CONSTRUCTION JOINT
TOC
TOP OF CONCRETE
DIA
DIAMETER
TOM
TOP OF MASONRY
DWG
DRAWING
TYP
TYPICAL
EGB
EQUIPMENT GROUND BAR
VIF
VERIFY IN FIELD
EA
EACH
UG
UNDERGROUND
ELEC
ELECTRICAL
UON
UNLESS OTHERWISE NOTED
EL
ELEVATION
WWF
WELDED WIRE FABRIC
EQ
EQUAL
W/
WITH
EQUIP
EQUIPMENT
BTS
BASE TRANSMISSION
(E)
EXISTING
STATION
EXT
EXTERIOR
LNA
LOW NOISE AMPLIFIER
FCM
FIELD CONSTRUCTION
MANAGER
FF
FINISHED FLOOR
PCS
PERSONALCOMMUNICATIONS SERVICES
FG
FINISHED GRADE
GA
GAUGE
GALV
GALVANIZED
A-1
ANTENNA MARK NO.
GC
GENERAL CONTRACTOR
LG
LONG
f�
PLATE
MAX
MAXIMUM
MECH
MECHANICAL
&
AND
MFR
MANUFACTURER
@
AT
MGB
MASTER GROUND BAR
MIN
MINIMUM
MTL
METAL
NIC
NOT IN CONTRACT
NfS
NOT TO SCALE
SYMBOLS AND MATERIALS
NEW ANTENNA
'"`� ''�'" "'' Y''`'`
GROUT OR PLASTER
o
EXISTING ANTENNAS
I
(E)BRICK
\\\
ASPHALT
(E)MASONRY
Ej
NEW ACCESS EASEMENT
CONCRETE
0
CONCRETE
EARTH
Qe
ELECTRIC BOX
00000000o
20gg
GRAVEL
PLYWOOD
LIGHT POLE
SAND
0
FND. MONUMENT
®
WOOD CONT.
SPOT ELEVATION
A
SET POINT
WOOD BLOCKING
J\
REVISION
STEEL
.& GRID REFERENCE
(9smTDETAIL REFERENCE
D ELEVATION
SH
D
cH
SECTIONS
& DETAILS
— - - — CENTER LINE
- - PROPERTY LINE
cn STEPPED FOOTING
MATCH LINE
WORK POINT
G GROUND WIRE
COAXIAL CABLE
ANTENNA ORIENTATION KEY
®
Q'
Fz
�
SECTOR A
240'
SECTOR C
120'
SECTOR B
OMNIPOINT COMMUNICATIONS, INC.
A WHOLLY -OWNED SUBSIDIARY OF
T-MOBILE USA, INC.
15 COMMERCE WAY, SUITE B
NORTON, MA 02766
OFFICE: (508) 286-2700
FAX: (508) 286-2893
(_ 0"VANCED
ENGINEERING GROUP, P.C.
Civil Engineering - Site Development Surveying - Telecommunication
98 COUNTY STREET, STATE 101 31 TRO"RIDGE DRIVE
ATTLEBORO, IAA 02703 NORTH KNGSTOWN, RI 02852
PH: 508-342-5339 PH: 401-667-0511
FAX: 508-342-5303 FAX: 401-667-0344
APPROVALS
LANDLORD
LEASING _
R.F.
ZONING
CONSTRUCTION
WE
PROJECT N0: 4PR-0482—C
DRAWN BY: AL
CHECKED BY: SNA
SUBMITTALS
011/05/081 CONSTRUCTION
THIS DOCUMENT IS THE CREATION, DESIGN,
PROPERTY AND COPYRIGHTED WORK OF
OMNIPOINT COMMUNICATIONS, INC. 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.
LIGHTOWER i
1073 RUSSELLS MILLS ROAD
DARTMOUTH, MA 02748
SHEET
SITE PLAN
NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS AND MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN.
2. ALL DIMENSIONS SHOWN THUS t ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH
PROJECT OWNER PRIOR TO CONSTRUCTION.
3. NORTH ARROW SHOWN ON PLANS REFERS TO APPROXIMATE TRUE NORTH. PRIOR TO THE START OF CONSTRUCTION, ORDERING OR FABRICATING OF ANTENNA MOUNTS, CONTRACTOR SHALL CONSULT WITH PROJECT
OWNER'S RF ENGINEER AND FIELD VERIFY ALL ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS.
4. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY
OR LOCAL GOVERNMENT AUTHORITY.
5. ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES AND SUPPORT STRUCTURES.
6. COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE PROVIDED BY THE PROJECT OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. A SCHEDULE OF PROJECT OWNER SUPPLIED
MATERIALS IS ATTACHED TO THE BID DOCUMENTS (SEE EXHIBIT 3), ALL OTHER HARDWARE TO BE PROVIDED BY THE CONTRACTOR. CONNECTION HARDWARE SHALL BE STAINLESS STEEL.
7. WHEN "PAINT TO MATCH" IS SPECIFIED FOR ANTENNA CONCEALMENT, PAINT PRODUCT FOR ANTENNA RADOME SHALL BE SHERWIN WILLIAMS COROTHANE II. SURFACE PREPARATION AND APPLICATION SHALL BE IN
ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND PROJECT OWNER'S GUIDELINE'S.
8. COORDINATION, LAYOUT, AND FURNISHING OF CONDUIT, CABLE AND ALL APPURTENANCES REQUIRED FOR PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR.
9. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS.
10. ALL (E)ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,
SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY
TRAINING FOR THE WORKING CREW.
11. ALL (E)INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS
WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF UTILITY COMPANY ENGINEERING. THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE
EQUIPMENT, DRIVEWAY OR
12. GRAVEL, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED AND COVERED WITH MULCH UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND SEDIMENTATION
CONTROLS AT ALL TIMES
13. DURING CONSTRUCTION. PER FCC MANDATE, ENHANCED EMERGENCY (E911) SERVICE IS REQUIRED TO MEET NATIONWIDE STANDARDS
14. FOR WIRELESS COMMUNICATIONS SYSTEMS. PROJECT OWNER'S IMPLEMENTATION REQUIRES DEPLOYMENT OF EQUIPMENT AND ANTENNAS GENERALLY DEPICTED ON THIS PLAN, ATTACHED TO OR MOUNTED IN CLOSE
PROXIMITY TO THE BTS RADIO CABINETS. PROJECT OWNER RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS TO E911 EQUIPMENT AND LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED SPECIFICATIONS.
EXISTING 6' CLF W/ 1" EXISTING
BARBED WIRE (TYP,) PROPANE TANK
PROPOSED E911 CPS AND GSM 3
ANTENNAS MOUNTED TO PROPOSED S-1
ICE BRIDGE POST
0
PROPOSED 15'05' EXISTING
N LEASE AREA EQUIPMENT
SHELTER
EXISTING EQUIPMENT
ON CONCRETE PAD
18'-2"t
4 5 PROPOSED POWER/TELCO r� — -
S-1 S-1 CABINET 014 CONCRETE PAD
I ';d
4 5 PROPOSED BATTERY
S-1 S-1 CABINET ON CONCRETE I
PAD
I\ QI � I
4 5 PROPOSED BTS CABINET i —� — — — —
S-1 S-1 (TYP. OF 3) ON CONCRETE �� — '
PAD
O
00
V)
(a)PROPOSED COAX
S-1 CABLE ICE BRIDGE C ° 1
ci 1
PROPOSED 72"x13.5"4" PANEL o SFcT EXISTING COAX ICE f--
ANTENNA (TYP, OF 3) MOUNTED ��` 0" 6 BRIDGE (TYP.)
INSIDE EXISTING UNIPOLE��
\----------------------------------- -----
12 G
S-1 S-1 s 10
ON
EXISTING BOOAMP 6 METER
BOARD (3 SPARE SOCKETS)
EXISTING ELEC.
MANHOLE
0
a
0
EXISTING TRANSFORMER
EXISTING ELEC.
HANDHOLE
EXISTING 165'f' HIGH ----------------
U 11POLE
�- PROPOSED UNDERGROUND
TELCO/PV' -R CONDUITS FROM
1 EXISTING 12' EXISTING DETER eOARD AND — — — — — — — — — — — — — — — —
� WIDE GATE Taco Drua4C — _ — — — —
PROPOSED 10' WIDE ACCESS
EASEMENT FROM PUBLIC R.O.W. OVER
L — EXISTING DRIVEWAY (APPROX 600')
TRUE NORTH
1 ENLARGED SITE PLAN
A-2 SCALE: 1/8"=l'-O"
0 4'-0" 8'-0" 16'-019 24'-0"
EXISTING ANTENNA (TYP.)
1 2 PROPOSED 72"x13.5"x6" PANEL
S-1 S-1 ANTENNA (TYP. OF 3) MOUNTED
INSIDE EXISTING UNIPOLE
3 PROPOSED COAX -
S-1 CABLE ICE BRIDGE
11
3 PROPOSED E911 GPS AND GSM —
S-1 ANTENNAS MOUNTED TO PROPOSED
ICE BRIDGE POST
4 5 PROPOSED BTS CABINET (TYP. OF 3)
S-1 S-1 ON CONCRETE PAD —�
4 5 PROPOSED BATTERY —
S-1 S-1 CABINET ON CONCRETE
PAD
IXISTING_GROUND LEVEL
`ELEV. = 0'f A.G.L.
IF ASSUMED (E) CONDITION DIFFERS THAN SHOWN,
ENGINEER MUST BE INFORMED OF ACTUAL FIELD CONDITION
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
ELEVATIONS WHICH EFFECT THE CONTRACTOR'S WORK.
TOP OF EXISTING UNIPOLE BALL
ELEV. = 165'-O" t A.G.L.
TOP OF EXISTING UNIPOLE_
ELEV. = 163'-0"t A.G.L.
CENTER OF EXISTING _ANTENNAS— _
ELEV = 158'-O" t A.G.L.
z
z
0
b
CENTER OF PROPOSED ANTENNAS
— _
ELEV = 148'-0"f A.G.L.
Z
0
I
co
CENTER OF EXISTING ANTENNAS— _
ELEV = 138'-0"± A.G.L.
CENTER OF EXISTING ANTENNAS _
ELEV. = 106'-0": A.G.L.
PROPOSED COAX CABLE INSIDE
UNIPOLE (18 LINES ® 1-5/8",
1 LINE ® 1/2'
EXISTING 165't' HIGH
UNIPOLE
EXISTING ICE BRIDGE
EXISTING EQUIPMENT SHELTER
EXISTING ELEC HANDHOLE
EXISTING 6 GANG METER BOARD
(3 SPARE SOCKETS)
EXISTING CSC CABINET
FENCE W/'1HIBARBED GH I WIRE
K
I------------- -------- LJ -1-1
PROPOSED UNDERGROUND 7
SOUTH ELEVATION POWER/TELCO CONDUITS E-1
2
q_2 SCALE: 1"=10'-0"
0 5'-0" 10'-0" 20'-0" 30'-0"
EXISTING TRANSFORMER
ON CONCRETE PAD
OMNIPOINT COMMUNICATIONS, INC.
A WHOLLY -OWNED SUBSIDIARY OF
T-MOBILE USA, INC.
15 COMMERCE WAY, SUITE B
NORTON, MA 02766
OFFICE: (508) 286-2700
FAX: (508) 286-2893
0 0 - ADVANCED
ENGINEERING GROUP, P.C.
Civil Engineering - Site Development Surveying - Telecommunicetiom
98 COUNTY STREET, SLATE 101 31 TROWBRIME DRIVE
ATTLEBORO, M4 02703 NORTH KNGSTOWN, Po 02852
PH: 508-342-5339 PH: 401-687-0511
FAX: 508-342-5303 FAX; 401-667-0344
APPROVALS
LANDLORD
LEASING
R.F.
ZONING
CONSTRUCTION
A/E
LLJE:C�TN0: 4PR-0482-C
DRAWN BY: AL
CHECKED BY: SNA
SUBMITTALS
1 0 1 11 /05/081 CONSTRUCTION I
THIS DOCUMENT IS THE CREATION, DESIGN,
PROPERTY AND COPYRIGHTED WORK OF
OMNIPOINT COMMUNICATIONS, INC. 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.
LIGHTOWER I
1073 RUSSELLS MILLS ROAD
DARTMOUTH, MA 02748
SHEET
ENLARGED SITE PLAN,
ELEVATION AND NOTES
SHEET NUMBER
A =0%
PROPOSED 72x13
2 ANTENNA (TOTAL (
S-1 PROPOSED RADOMI
ANTENNA MOUNT (TYP.)
P/N MTG-0O2-10 OR Al
EQUAL
INSIDE POLE
6OF
S�ti
f
w
0
U �
w
TRANSPARENT
ENNA SHROUD
PROPOSED UNIPOLE
IVIVU11I II1U IF 11 L
PIPE CHASE
TRUE NORTH
1 ANTENNA MOUNTING PLAN
S-1 SCALE: 1" = V-0"
0 0'-6" 1'-0" 2'-0"
GPS ANTENNA
DIMENSIONS:
7"H x 4"D
DOWN TILT BRACKET
PROPOSED PANEL
GSM ANTENNA
ANTENNA
DIMENSIONS:
15"H x 2"0
PANEL ANTENNA
DIMENSIONS:
72"H x 13.5"W x 6"D
ANTENNA
ANTENNA MOUNTING
AMPLIFIER DIMENSIONS:
PIPE
13"Hx6"Wx4"D
�� LNA AND ANTENNA DETAILS
S-1 SCALE: NITS
BOOSTER CABINET
DIMENSIONS: 37 "Hx 15 "Wx 18"D
(TOTAL OF 3)
0 0 0 0
o - - o
BATTERY BACK-UP UNIT __ 0
CABINET DIMENSIONS:
76"Hx30"Wx28"D = _
O — — O
PPG CABINET
DIMENSIONS: 54"Hx30"Wx10"D
6" PPC CABINET BASE EXTENSION
MOUNTED TO SLAB W/(4)
5/8"Ox3-3-3/4" HILTI KWIK
BOLT II ANCHORS. SHIM IF
REQUIRED TO LEVEL BASE
EXTENSION
6" GRAVEL SURFACE
d d °
WEED BLOCK—`111I1= _
UNDERLAYMENT WITHIN 111=III—III=1 - "'-"'-"'_"'-"
PROPOSED LEASE
6'-o"Lxs'- IIII �IIII III 11111 II 1-1� I I1� Iilll �IIII �III�I11� I T Ij III 1�11 �II� 11111111 1�1111111
o"Wx6"D PRECAST
CONCRETE SLAB W/#4 BARS
SPACED 8" BOTH WAYS (TOTAL OF 2)
4'-01x3'-0"Wx6"D PRECAST
CONCRETE SLAB W/#4 BARS
SPACED 8" BOTH WAYS 4 SECTION AT EQUIPMENT PAD
S-1 SCALE: 3/4"=1'-0'
0 8" 1'-4" 2'-8" 4'-O„
BTS CABINET AND
BATTERY BASE UNIT
DIMENSIONS:
83"H62"Wx28"D
(TOTAL OF 3)
BTS SUB -BASE FRAME
MOUNTED TO SLAB W/(4) 5/8"0
x3-3-3/4" HILTI KWIK BOLT II
ANCHORS. SHIM IF REQUIRED
TO LEVEL SUB -BASE FRAME
(TYPICAL AT EACH CABINET)
GPS/GSM ANTENNA MOUNTED TO ICE
BRIDGE/CABLE TRAY POST EXTENSION,
WITH MOUNTING BRACKET TP P/N: _
FD-061342-00 AND U-BOLT P/N:
3066T33. TOP OF GSM ANTENNA TO
BE 12'-0" AGL.
1/2" COAX AND GROUND ATTACHED -
TO PIPE EXTENSION WITH STANDOFF
KIT, MICROFLECT #B2126 OR EQUAL
3 1 /2"0 SCHEDULE 40 PIPE
EXTENSION FOR E911 GPS/GSM
ANTENNA MOUNTED AT 12'-0" AGL
3/8" U-BOLTS
3 1/2"0 SCHEDULE 40 SUPPORT -
POST AND BRACKET ASSEMBLY BY
PIROD, INC., OR EQUAL (MAX.
SPACING 8'-0" O.C.)
EXTENDED 'T' TRANSMISSION LINE
HANGER BRACKET BY PIROD, INC.,
OR EQUAL
6 CABLE OPTION COMFINER/DUPLEXERS
AS SPECIFIED BY FCM MOUNTED ON
T-BRACKET
ALTERNATE ANCHORING DETAIL
ANCHORED INTO CONCRETE
EQUIPMENT PAD/TOWER/
MONOPOLE FOUNDATION
W/ 5/8"0 HILTI-KWIK
BOLTS 4 TOTAL
2x PLATE (TYP " )�
d •O II I� '.o•
rl W d
FUTURE CONCRETE PAD
(BY OTHERS)
16 1
14"
- PIPE CAP
8"
1" 1"
a w
a = o 0
I m I
L M
80
3 SECTION AT ICE BRIDGE/CABLE TRAY
S_ 1 SCALE: 3/4"=l'-0"
0 8" 1'-4" 2'-8" 4'-0"
12'-0"
T,
0
I
(V
PRECAST CONCRETE PAD
DIMENSIONS:
6'-0"Lx6'-O"Wx8"H
(TOTAL OF 2)
BOOSTER CABINET
DIMENSIONS:
37"Hx15"Wx18"D
(TOTAL OF 3)
BTS CABINET AND
BATTERY BASE UNIT
DIMENSIONS:
83"Hx52"Wx28"ID
(TOTAL OF 3)
PPC CABINET
DIMENSIONS:
54"Hx3O'Wx10"D
UNDERGROUND ELECTRICAL
CONDUIT TO POWER DEMARC
(SEE DETAIL 3/E-1)
(2) 4" TELCO CONDUIT
UNDERGROUND TO
TELCO DEMARC (SEE
DETAIL 3/E-1)
PRECAST CONCRETE PAD -�
DIMENSIONS:
4'-0"Lx3'-0"Wx8"H
BATTERY BACK-UP UNIT
CABINET DIMENSIONS:
76"Hx30"Wx28"D
STRUCTURAL NOTES:
1. DESIGN REQUIREMENTS ARE PER STATE BUILDING CODE AND APPLICABLE SUPPLEMENTS, ANSI/ASCE7, EIA/TIA-222-G
STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES,
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND ERECTION OF ANY
MATERIAL. ANY UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE CONSTRUCTION MANAGER.
3. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION
"SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".
4. STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36 STRUCTURAL STEEL UNLESS OTHERWISE INDICATED.
5. STEEL PIPE SHALL CONFORM TO ASTM A500 "COLD -FORMED WELDED & SEAMLESS CARBON STEEL STRUCTURAL TUBING",
GRADE A, OR ASTM A53 PIPE STEEL BLACK AND HOT -DIPPED ZINC -COATED WELDED AND SEAMLESS TYPE E OR S, GRADE B.
PIPE SIZES INDICATED ARE NOMINAL. ACTUAL OUTSIDE DIAMETER IS LARGER.
6. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS (BEARING TYPE) AND CONFORM TO ASTM A325 "HIGH
STRENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS". ALL BOLTS SHALL BE
5/8" DIA. UON.
7. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT -DIP
GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE NOTED.
S. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC -COATING
(HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS OTHERWISE NOTED.
9. FIELD WELDS, DRILL HOLES, SAW CUTS AND ALL DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED WITH AN ORGANIC ZINC
REPAIR PAINT COMPLYING WITH REQUIREMENTS OF ASTM A780. GALVANIZING REPAIR PAINT SHALL HAVE 65 PERCENT ZINC BY
WEIGHT, ZINC BY DUNCAN GALVANIZING, GALVA BRIGHT PREMIUM BY CROWN OR EQUAL. THICKNESS OF APPLIED GALVANIZING
REPAIR PAINT SHALL BE NOT NOT LESS THAN 4 COATS (ALLOW TIME TO DRY BETWEEN COATS) WITH A RESULTING COATING
THICKNESS REQUIRED BY ASTM A123 OR A153 AS APPLICABLE.
10. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS
USED IN CORRECTING WELDING. ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS
"STANDARD QUALIFICATION PROCEDURES". ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL
CONFORM TO AISC AND DI.I. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN
THE AISC "MANUAL OF STEEL CONSTRUCTION". 9TH EDITION.
11. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE
REPORTED TO THE CONSTRUCTION MANAGER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE
CONSTRUCTION MANAGER APPROVAL.
12. UNISTRUTS SHALL BE FORMED STEEL CHANNEL STRUT FRAMING AS MANUFACTURED BY UNISTRUT CORP, WAYNE, MI OR
EQUAL. STRUT MEMBERS SHALL BE 1 5/8"xt 5/8"x12GA, UNLESS OTHERWISE NOTED, AND SHALL BE HOT -DIP GALVANIZED
AFTER FABRICATION.
13. EPDXY ANCHOR ASSEMBLY SHALL CONSIST OF 1/2" DIAMETER STAINLESS STEEL ANCHOR ROD WITH NUTS & WASHERS. AN
INTERNALLY THREADED INSERT, A SCREEN TUBE AND A EPDXY ADHESIVE. THE ANCHORING SYSTEM SHALL BE THE HILTI-HIT HY-20
AND OR HY-150 SYSTEMS (AS SPECIFIED AN DWG.) OR ENGINEERS APPROVED EQUAL WITH 4-1/4" MIN. EMBEDMENT DEPTH.
14. EXPANSION BOLTS SHALL CONFORM TO FEDERAL SPECIFICATION FF-S-325, GROUP II, TYPE 4, CLASS I, HILTI KWIK BOLT II
OR APPROVED EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM
EMBEDMENT SHALL BE THREE AND ONE HALF (3 1/2) INCHES.
15. GRAVEL SUB BASE AND CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL.
16. CONCRETE FOR FENCE AND ICE BRIDGE SUPPORT SHALL BE 3000 PSI AIR ENTRAINED (4%-6%) NORMAL WEIGHT CONCRETE.
17. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318 AND
ACI 301.
18. THE FOLLOWING MINIMUM CONCRETE COVER OVER REINFORCING STEEL SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
CONCRETE CAST AGAINST EARTH ... 3 INCHES.
CONCRETE EXPOSED TO EARTH OR WATER
#6 AND LARGER ..................2 INCHES
#5 AND SMALLER ................1 1/2 INCHES
ALL EXPOSED EDGES SHALL BE PROVIDED WITH A 3/4"x3/4" CHAMFER UNLESS NOTED OTHERWISE.
19. LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF THE AMEROAN INSTITUTE OF TIMBER CONSTRUCTION AND THE NATIONAL
FOREST PRODUCTS ASSOCIATION'S NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ALL LUMBER SHALL BE
PRESSURE TREATED AND SHALL BE STRUCTURAL GRADE NO. 2'OR BETTER,
6'-0" 6'-0"
BTS
BTS
EQUIPMENT
EQUIPMENT
CABINET
CABINET
2" TELCO CONDUIT
ii I I
ii I I If
�I i
I I
PPC CABINET 0
BTS
1" ELECTRICAL CONDUIT
EQUIPMENT
/
CABINET
i
J
I
/
/
BBU
CABINET
/
i
2'-5" 3'-0" 7"
6'-0"
TRUE NORTH
5 PLAN AT EQUIPMENT PAD
$_ 1 SCALE: 1/2"=1'-0'
0 1'-0" 2'-O" 4'-0" 6'-0"
OMNIPOINT COMMUNICATIONS, INC.
A WHOLLY -OWNED SUBSIDIARY OF
T-MOBILE USA, INC.
15 COMMERCE WAY, SUITE B
NORTON, MA 02766
OFFICE: (508) 286-2700
FAX: (508) 286-2893
9 (�=5AIIVA CED
ENGINEERING GROUP, P.C.
Civil Engineering - Site Development Surveying - Telecommunication
98 COUNTY STREET, SUITE 101 31 TROWBRIM DRIVE
ATTLEBORO, MA 02703 NORTH KNOSTOWN, RI 02852
PH: 508-342-5339 PH: 401-667-0511
FAX: 508-342-5303 FAX: 401-667-0344
APPROVALS
LANDLORD
LEASING
R.F.
ZONING
CONSTRUCTION
A/E
PROJECT N0: 4PR-0482—C
DRAWN BY: AL
CHECKED BY: DNA
SUBMITTALS
1
0 11/05
/o8T CONSTRUCTION
THIS DOCUMENT IS THE CREATION, DESIGN,
PROPERTY AND COPYRIGHTED WORK OF
OMNIPOINT COMMUNICATIONS, INC. 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.
4PR-0482-C
L1011-ITOWER
1073 RUSSELLS MILLS ROAD
DARTMOUTH, MA 02748
SHEET
STRUCTURAL NOTES,
SECTIONS, AND DETAILS
SHEET NUMBER
smi
TO G
ANTENNA MOUNT GROUND
COAX CABLE
GROUNDING KITS
ANDREW UGBKIT2
1V
CADWELD
TO GROUNDING RING
(LOWER EGB)
EQUIPMENT GROUND BAR (EGB}
E-1 SCALE: NTS
u
1 1 �
r)
��!- � • 1 1 •11
OJT s
CONNECTION N
CONNECTION
AGATE JUMPER 4/0
WELD CABLE
02 AWG TINN-D SOLID
BARE COPPER WIRE CADWELD
TO GROUNDING RING
4 SWING GATE GROUNDING DETAIL
E-1 SCALE: NTS
STAINLESS STEEL
HARDWARE
GROUNDING CABLE
LOCK WASH--
NUT (TYP.)
GROUNDING UMULL
SECTION "A"
u
FROM EGB (WHEN SHOWN ON
GROUNDING RISER DIAGRAM)
SPARES
CADWELD ---'
TO GROUND RING-'
AT GROUND ROD
ANDREW UGBKIT OR EQUAL WITH HOLE
PATTERN AND STANDOFF INSULATORS
AND MOUNTING BRACKETS AS SHOWN
K�-2 MASTER GROUND BAR (MGB)
MAKE ALL CONNECTIONS AS PER UTILITY COMPANY'S REQUIREMENTS
EXISTING 800AMP 6 METER NEW 240V, 10, 3W KWH MANUAL BY-PASS
BOARD (3 SPARE SOCKETS) METER MILBANK 2272RL (OR EQUAL) W/200A,
2P TENANT CIRCUIT BREAKER AND LOCKABLE
BREAKER DOOR
BTS CABINET 3 #6, 1 11OG IN 1"C PPC CABINET
;F-
EXISTING CSC CABINET
ELEC. CABINET
0p �11 �
_ o I3p 011 BBU CABINET
au
000 p TELCO CABINET
❑m .;
/V 2" TELC� - 3 #6, 1 # i OG IN 1 "C
CONDUIT
#2G SERVICE
GROUND PER NEC
2"C, 3#3/0+1#2 GND
(2) 4" TELCO CONDUIT HANDHOLES/PULL BOXE7"t
(IF REQUIRED) BACKFEED
W/FULL-LENGTH PULL ROPE REQUIRED BY SITE CONDITIONS (3)#10+(1)#10G-1"C TO CSC
CABINET, INSTALL 30A, 10
CIRCUT FROM PPC TO CSC
3 POWER RISER DIAGRAM
E_1 SCALE. NTS TO PROPOSED SERVICE E-1 SCALE: NTS
240V, 10, 3W MANUAL BY-PASS METER
MANUAL TRANSFER SWITCH
PPC
12V EXTERNAL ALARM
BTS
_ _ _
r ,[CIRCUIT
IN 3/4" NON-
EQUIPMENT
6" DIA. SCH 40 INSPECTION
20OA-2P IMETALLIC
CONDUIT
CABINET
SLEEVE W/THREADED PVC COVER
M
T�$
SITE FINISH GRADE
50A-2P
(3) #6 & (1) 110G IN
1"C
(3j2��&
50A-2P i
(3) #6 do (1) #10G IN
1"C
1 2
I
GENERATOR
(
50A-2P i
(3) #6 & (1) #LOG IN
1"C
RECEPTACLE
30A-2P i
(3) #6 & (1) # 1 OG IN
1 "C
CADWELD CONNECTION (TYP.)
11
I
I
BTS
#2 AWG SOLID, TINNED
I
3OA-1P I
BBU
EQUIPMENT
COPPER GROUND WIRE
I
I
CABINET
CABINET
1 "x1 O" NOTCH SLEEVE FOR
I
20A-1P
PASSAGE OF RING WIRE.
I
MAINTAIN INTERIOR OF
SLEEVE DEBRIS FREE
L — — _ — —
— — _ — — J
TO CSC
GFI
(IF REQURIED)
5/8" COPPER CLAD
SERVICE GROUND
STAINLESS STEEL GROUND ROD
PER NEC
GROUND ROD TEST WELL, DETAIL 6 ONE LINE DIAGRAM
5
E-1 SCALE: NTS E_1 SCALE: NTS
TWO HOLE COPPER IVYILK/IVUNVF'ULt 11�
COMPRESSION TERMINAL
GROUND BAR
FLAT WASHER (TYP.)
3/8"x1-1/4" HEX BOLT
GROUND BAR
EXPOSED BARE COPPER TO BE
KEPT TO ABSOLUTE MINIMUM, NO
INSULATION ALLOWED WITHIN THE
COMPRESSION TERMINAL (TYP.)
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.
8 TYPICAL GROUND BAR CONNECTIONS DETAIL
E _ 1 SCALE: NTS
ICE 8?'DGE/CABLE TRAY
COAXIAL CABLE —
CA9LE GROUND'NG KIT
(LOCATE ABOVE
HORIZONTAL BEND) —
LOWER EGB BONDED
TO TOA-DR/MONO POLE -
CADI'iBLD DOWNLEAD
AND BONDING JU%':)ER -
(F)TOP, 7R/MONOPOLY
GROUNDING RI. -
NOTES:
1. BASE BID TO INCLUDE INSTALLATION OF (5) GROUND RODS OR
SINGLE XIT HORIZONTAL CHEMICAL ROD AS DETERMINED BY
CONDITIONS. ADDITIONAL RODS AS REQUIRED TO ACHIEVE 5 OHMS
RESISTANCE AND MEET NEC/UTILITY COMPANY REQUIREMENTS.
2. MAXIMUM VERTICAL/HORIZONTAL DISTANCE BETWEEN CABLE
KITS SHALL NOT EXCEED 100 FEET. INSTALL ADDITIONAL KITS AS
REQUIRED BY FIELD CONDITIONS.
LOAM AREA PAVED AREA
FINISH GRADE
210
BTS
/:_:: ' ::� :-:;;_';
-
EQUIPMENT
/l/k/
CABINETrr)
/ \
I\
GSM CABLE GROUNDING KIT
CPS CABLE GROUNDING KIT
6 CABLE OPTION EGB AT BTS PLINTH
COMBINER/DUPLEXERS
AS SPECIFIED BY PPC CABINET
FCM, MOUNTED ON BBU CABINET
T-BRACKET METER
.y
rS
BTS UNIT r~ FENCE
G
G O
M
4 /
GRADE
G #2G #2G - EGB AT BBU PLINTH
G G G G #2G G G- EGB AT TELCO PLINTH
#2G BONDING JUMPER TO CORNER
GROUND ROD TEST OR LINE POSTS WHEN FENCE IS
WELL (1 REQUIRED) WITHIN 6' OF EQUIPMENT PAD
5/8"x 8' COPPER CLAD STAINLESS
STEEL GROUNDING ELECTRODE (TYP.
UNI-DIRECTIONAL OF 4) AROUND EQUIPMENT
GROUNDING CONNECTION
(F} 5/8°x8' COPPER CLAD STAINLESS STEEL GROUNDING 1 #2 AWG UNDERGROUND CELL SITE GROUNDING RINGSET 3' BEYOND PERIti1ETER OF CONCRFTF EOU!PMFNT PAD
MGB (CADWELD DOWN
LEADS AND CONNECT
TO GROUND RING) —
BONDING JUMPERS AT
SPLICE JOINTS-\
`G SUPPORT POST,
TYPICAL _-,
CABLE
GROUNDING KIT
" z
nom
#2G4\ G
ELECTRODE (TYP OF 3) AROUND TOWER (BY OTHERS)
9 GROUNDING RISER DIAGRAM
E-1 SCALE: NTS
TWO COURSES OF
1-1/2" BITUMINOUS PAVEMENT
6 ML YELLOW WARNING TAPE
"HIGH VOLTAGE"
SAW -CUT TO STRAIGHT EVEN
EDGE BEFORE PAVING
8" GRAVEL BASE
\� /12" MIN\j/
COMPACTED BACKFILL
8" MIN.
COMPACTED
PROCESSED GRAVEL,
4" MIN. ON ALL SIDES
SCHEDULE 40 CONDUITS FOR NEW
NOTE:
ELECTRICAL AND TELEPHONE SERVICES
DETAIL AS SHOWN IS FOR
SEE UTILITY AND SITE PLANS. PROVIDE
SECONDARY ELECTRIC SERVICE.
APPROVED PULL BOXES AS REQUIRED,
PRIMARY HIGH VOLTAGE SERVICE
AND COORDINATE INSTALLATION W/ ALL
REQUIRES 4" CONCRETE
UTILITY COMPANIES FOR INTERFACING
ENCASEMENT.
AT TERMINATION POINTS. PROVIDE FULL
LENGTH PULL ROPES (TYP.).
BURIED CONDUIT DETAIL
E_1 SCALE: NTS
SPECIAL WOOD FENCE N
IF WOOD FENCE 15 TO BE INSTALLED WITH TIMBER POST AS DESIGNED,
NO GROUNDING OF FENCE: POSTS ARE REQUIRED. IF GALVANIZED
STEEL FENCE POSTS ARE UTILIZED, WITH THE PERMISSION OF
T-MOBILE, GROUNDI`0 0f SAID FENCE MUST BE COMPLETED AS
SHOWN.
ELECTRICAL LEGEND
NEW PANEL BOARD, SURFACE MOUNTED
®
EXISTING PANEL BOARD, SURFACE MOUNTED
0
DRY TYPE TRANSFORMER
METER
n
CIRCUIT BREAKER
a
NON -FUSIBLE DISCONNECT
SWITCH, MOUNTED 54- A.F.F.
pF
FUSIBLE DISCONNECT SWITCH, MOUNTED 54"A.F.F.
rvss
TRANSIENT VOLTAGE SURGE SUPPRESSOR WITH
BUILT-IN FUSES, SURFACE MOUNTED
®
DUPLEX OUTLET, SURFACE MOUNTED,
20 AMPS, 125 VOLTS, SINGLE PHASE
O
JUNCTION BOX, SURFACE MOUNTED 18" A.F.F.
EXPOSED WIRING
HOME RUNS, MINIMUM 2#10 + 1#10G IN 3/4"
CONDUIT U.O.N.
A.F.F.
ABOVE FINISHED FLOOR
U.O.N.
UNLESS OTHERWISE NOTED
WP
WEATHERPROOF
GFI
GROUND FAULT INTERRUPTER
A
AMPERE
V
VOLT
KWH
KILOWATT - HOUR
C
CONDUIT
GRC
GALVANIZED RIGID CONDUIT
G
GROUND
�
GROUND
MGB
MASTER GROUND BAR oMECHANICAL CONNECTION
o •
*CADWELD CONNECTION
EGB
EQUIPMENT GROUND BAR oMECHANICAL CONNECTION
o •
*CADWELD, CONNECTION
G
GROUND COPPER WIRE, SIZE AS NOTED
EXPOSED WIRING
COAXIAL CABLE
5/8"x8' COPPER CLAD STAINLESS STEEL GROUND ROD
��-
EXOTHERMIC (CADWELD) OR CMECHANICAL
(COMPRESSION TYPE) CONNECTION
PPC
POWER PROTECTION CABINET
0
OMNI -DIRECTIONAL ELECTRONIC MARKER SYSTEM (EMS) BALL
ELECTRICAL AND GROUNDING NOTES
1, ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL
ELECTRICAL CODE (NBC) AS WELL AS APPLICABLE STATE AND LOCAL CODES.
2, ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED AND PROCURED PER
SPECIFICATION REQUIREMENTS.
3, THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS
AND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE 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 80 PVC (AS
PERMITTED BY CODE) AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR
NONMETALLIC CONDUITS.
6• BURIED CONDUIT SHALL BE SCHEDULE 40 PVC.
7• ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHHW, THWN, OR THHN INSULATION,
8. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION
POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED ON THIS DRAWING,
PROVIDE FULL LENGTH PULL ROPE. COORDINATE INSTALLATION WITH UTILITY COMPANY.
9• RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND
PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET AS INDICATED ON THIS
DRAWING. PROVIDE FULL LENGTH PULL ROPE AND GREENLEE CONDUIT MEASURING TAPE
IN EACH INSTALLED TELCO CONDUIT.
10. WHERE CONDUIT BETWEEN BTS AND PROJECT OWNER CELL SITE PPC AND BETWEEN BTS AND
PROJECT OWNER CELL SITE TELCO SERVICE CABINET ARE UNDERGROUND USE PVC, SCHEDULE
40 CONDUIT. ABOVE THE GROUND PORTION OF THESE CONDUITS SHALL BE PVC CONDUIT.
11. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE.
12. PPC SUPPLIED BY PROJECT OWNER,
13. GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, GROUNDING, BONDING
AND LIGHTNING PROTECTION SHALL BE DONE IN ACCORDANCE WITH "T-MOBILE BTS SITE
GROUNDING STANDARDS".
14, GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS COAX
CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER.
15. 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.
16. 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.
17. 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 6 FEET OF PROJECT
OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR GROUNDING RING.
18. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION
TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS.
19. BOND ANTENNA MOUNTING BRACKETS, COAXIAL CABLE GROUND KITS, AND ALNA TO EGB
PLACED NEAR THE ANTENNA LOCATION.
20. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND CONNECTIONS.
21. CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL ELECTRONIC MARKER SYSTEM
�EMS) BALLS OVER EACH GROUND ROD AND BONDING POINT BETWEEN EXISTING TOWER/
E) MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RING.
22. CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR
PROJECT CLOSE-OUT DOCUMENTATION. 5 OHMS MAXIMUM RESISTANCE REQUIRED.
23. CONTRACTOR SHALL CONDUCT ANTENNA, COAX, AND LNA RETURN -LOSS AND DISTANCE -
TO -FAULT MEASUREMENTS (SWEEP TESTS) AND RECORD RESULTS FOR PROJECT CLOSE OUT.
OMNIPOINT COMMUNICATIONS, INC.
A WHOLLY -OWNED SUBSIDIARY OF
T-MOBILE USA, INC.
15 COMMERCE WAY, SUITE B
NORTON, MA 02766
OFFICE: (508) 286-2700
FAX: (508) 286-2893
- ' = ADVANCED
ENGINEERING GROUP, P.C.
Civil Engineering - Site Development Surveying - Telecommunications
98 COUNTY STREET, SLATE 101 31 TROWBRIDGE DRIVE
ATUBORO, MA 02703 NORTH KNGSTOWN, RI 02852
PH: 508-342-5339 PH: 401-667-0511
FAX: 508-342-5303 FAX: 401-667-0344
e i CT ; I -. ;r_"I
m
ca CIONo. 4,^,313
APPROVALS
LANDLORD
LEASING
R.F.
ZONING
CONSTRUCTION
A/E
PROJECT N0: 4PR-0482-C
DRAWN BY: AL
CHECKED BY: :SNA
SUBMITTALS
1 0 1 11 /05/081 CONSTRUCTION
THIS DOCUMENT IS THE CREATION, DESIGN,
PROPERTY AND COPYRIGHTED WORK OF
OMNIPOINT COMMUNICATIONS, INC. 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.
4PR-0482-C
LIGHTOWER
1073 RUSSELLS MILLS ROAD
DARTMOUTH, MA 02748
SHEET TITLE
ELEC. & GROUNDING NOTES,
RISERS, & DETAILS
SHEET NUMBER
COMMERCIAL
2002
2002
SECTION - 12 ESTIMATED CONSTRUCTION COSTS
Item
Estimated Cost (S) to nearest dollar. To be completed by permit applicant
1. Building
2. Electrical
LJ D J�a
3. Plumbing
4. Mechanical (HVAC)
5. Total = (1 + 2 + 3 + 4)
Estimated Total Cost Including Labor: S L4 Ot 01
SECTION 13A - OWNER AUTHORIZATION L12 be coin leted when owner's agent or contractor alIVIies for build in ermit
Ipl print)
FXuJ iJ
, as Owner of the subject property hereby authorize f 1 (fjP ft_X_ j/ ^�ML
to act on m behalf, in all matters relative to work authorized by this building permit appl ci a ion.
Sign ture of Owner Date
U
SECTION 13B - OWNER/At AGENT DECLARATION
�JJ
A Ale,Cdll,(H,— as Owner/Authorized Agent hereby declare that the statements and information
on the foregoing appl cation are true and accurate, to the best of my knowledge and belief.
Signed under the ains and penalties of perjury.
11
ignature Owner/Agent Date
SECTION 14 - INSPECTOR'S REVIEW/COMMENTS
I . Date plan reviewed: 5. DENIED (see project review worksheet):
2. 30 days to review periodMesO 6 2002 Date:
3. OK to issue date: 6. HOLD reason:
4. OK to issue subject to requested submittals (see project Date:
review worksheet): Date: 7. HOLD subject to Zoning Board of Appeals action:
8. Comments:
9. Inspector's Signatur : film 0 6 2002
Date ;'
SECTION'15 - APPLICANT NOTIFICATION
Applicant info me of ov Dat . DZ �- Tune / !�► - Cle k:
Comments: y
SECTION 16 - FEE/PERMIT NOTES
_
Total Permit Fee: Less Application Fee: S 25.00 Remaining Balance: SQ• (�
Gross Area - New Construction %i �1 ,
Gross Area - Alteration
Permit Issued To:
c:\bld. forms\bldgapp.com Page 4 rev. January 19. 2001
COMMERCIAL
$25.00 APPLICATION FEE IS NONREFUNDABLE & NON -TRANSFERABLE
r Tz:
DARTMOUTH BUILDING DEPARTMENT .
400 Slocum Road, P.O. Box 79399 —
v% Dartmouth, MA .02747
DATE RECEIVED
� ..•
508-910-1820 FAX 508-910-1838 ;{ ,�
�k ,§, r•=a l�. art
APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A COJMIERCIAL BUILDING (includes 3 or more family dwellings)
THIS SECTION FOR OFFICIAL USE ONLY
J
RECEIVED BY: BUILDING PERMIT NUMBE �/
DATE SENT FOR REVIEW ' DATE ISSUED:
(U
OK TO ISSUE - SIGNATURE: DATE: JUN 0 a 2002
Building o missioner/Inspector of Buildings
oning Distriet:f" Proposed Zone: ❑ C ❑ B ❑ A ❑ V Aquifer Zone_
YT E FOLLOWING AGENCIES SHOULD BE NOTIFIED:
Board of ❑ Board of ❑ Con. ❑ Demo ❑ DPW ❑ Elec. El Energy Report
Appeals Health Com. t Cut Off Follow-up*
Card ❑ Water Division ❑ Zoning ❑ Other
/ ❑ Fire ❑ Gas ❑ Planning �Fcau
Chief Cut Off Board*
/ f Cross Connection Review*
REQUIRES IN
IFIWETHE ISSUANCE OF A PERMIT
n
PROVAL
E%.-
uAJ
out 1. ifo 4 W "
61002
Zoning Review: Signatur
Energy Report: Signature: Date:
i
Fire Chief: SignatuCr�ease # V SP Date:
Board of Health: Signature: Date:
Conservation Commission: Signature: Date:
Other: Signature: Date:
Description of Work Being Performed: ;
SECTION 1 - SITE INFORMATION
1.1 NUMBER OF PLANS SUBMITTED: 3
1.2 SITE PLAN SUBMITTED: /it yes ❑ no
1.3 Property Address: 14 ?3 9` 0k l(S 151, J(S�G
1.4 Assessors Plat & Lot Number:
Nearest Cross Street: 61%e6 M,11f Id � 6a ci �
a�
Bus. Name:aPhone un
Plat Z 9 Lot -
Total Land Area Sq. Ft.:
1.5 Water Supply (MGL c 40 § 54): N�
1.6 Sewage Disposal System: r„
IV
❑ Municipal ❑ Private Well
❑ Municipal ❑ On Site Disposal System
SECTION 2 - PROPERTY OWNERSHIP / AUTHORIZED AGENT
2.1 Owner of Record:
�l loc.
V 5,
C?0 t�sfmwster Providence k11o2qo3 rya ssyi9S
Name (print)
Contact Address Telephone
2.2 Authorized Agent':!
, -/
P—" ( maez, A is
l eavk ft U'a 11 X Md Aa i kl,� S U' qZ6 7
Contact Address T ephone
Name (print) I
4q
c:`hld,. forms\bldtmpp.com
Page 1
rev. January 19, 2001
COMMERCIAL
2002
COMMERCIAL
2002
t
SECTION 3 - CONSTRUCTION SERVICES
3.1 Licensed Construction Supervisor: r
Not Applicable ❑
Name of Construction Supervisor c e4kL,—� o(1041" �+r,(l ,( j1yl
License Number ��q'214�
Address (�dei t�t�ahzL�e. )rdi "%�E?_ Upx� rAk G"ZQjZ
(
Expiration Date )—L,1 5/,Z0y 3
r
Signature Telephone ;19 7,50 923
SECTION 4 - WORKER'S COMPENSATION INSURANCE AFFIDAVIT MGLC 152 § 52
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit
will result in the denial of the issuance of the building permit (MGL 152 Section 25A) Signed Affidavit Attached: ❑ yes ❑ no
SECTION 5 - DESCRIPTION OF PROPOSED WORK check all applicable)
❑ new construction ❑ addition ❑ alteration ❑ repairs ❑ accessory bldg. (shed/garage)
other (specify Sec. 6): ❑ demolition ❑ sign ❑ replacement window/door no. of windows doors
SECTION 6 - PROPOSED PROJECT/USE - INCLUDING THREE FAMILY OR MORE AND EXEMPT USES
The following descriptions are based on the Massachusetts State Building &IvEdition, Code Article 3, as noted. See the Code
❑ Assembly - restaurant, lounge, theater, school, etc. (see Code Section 302 0) ,,1
Describe: "41a
❑ Business - office, assembly with less than 50 occupants-- indicate Medical or other professional (see Code Section 303.00)
❑ Education - structure for training including child daycare for those�over 2 44s 9 months (see Code Section 304.0)
❑ Factory / Industrial (see Code Section 305.0) t�'ri 't _" r `0
❑ High Hazard - (see Code Section 306.0) i `
❑ Institutional - hospital, nursing home, infant day care (see Code Section 307.0)
❑ Mercantile - retail stores (see Code Section 308.0)
❑ Residential - three or more family, hotel (see Code Section 309.0)
❑ Storage - includes garage (see Code Section 309.0)
❑ Utility & Miscellaneous Structures - includes tents and agricultural structures (see Code Section 311.0)
❑ New Tenant - for any of the above, please indicate (see Code Section 119.0 and Zoning By -Law Section 35)
❑ Tent or Trailer - temporary
_purpose?
❑ Other:
.describe the proposal briefly, INCLUDE number of dwelling units and bedrooms or occupant load as applicable, also existing
condi ion (if extra space is needed, attach an a ditional sheet): ;R Il Wit°IFtSn�
t /le
¢
SECTION - 7 TYPE OF CONSTRUCTION OR WORK TO BE PERFORMED
❑ New Construction and/or Addition (total gross cubic feet proposed) - indicate
If the project is an addition to existing structure - total gross square feet of existing:
1 " ❑ Alteration of existing, no increase in gross square feet. A separate Refuse Disposal Declaration is required.
Will this project be subject to CONSTRUCTION CONTROL (over 35,000 cu. ft.) ❑ yes /i no
If yes, see Code Section 116.0. Designer to submit Code Synopsis in addition to original plans.
Will this project require Peer Review (over 400,000 cu. ft.) ❑ yes � no (see 110.1 Code & Appendix I)
APPLICANT TO PROVIDE PEER REVIEW AT THEIR EXPENSE. SEE 780 CMR.
❑ Demolition* - describe structure:
❑ Moving* - (provide copy of DPW moving license)
* Type of structure: from where (plat/lot or address):
to where (plat/lot or address): number of dwelling units:
number of bedrooms per dwelling unit:
❑ Replacement doors and windows - (for existing only) (only where doors and windows exist and will not be enlarged) EGRESS
dimensions must be maintained. Enlarged or new windows in an existing dwelling will be considered as an alteration, otherwise will
be included in new construction. (see Code Section 3603.21 for residential and Article 10 for commercial).
❑ Temporary structure -includes, when allowed, trailers, tents and the like and only for limited periods of time. Describe:
SECTION - 8 MECHANICAL & PRIMARY FUEL
❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify):
❑ Air conditioning - (separate unit)
V None of the above to be provided
❑ Hot Water: Gas Electric Fuel Oil Other
SECTION - 9 SPRINKLERS AND/OR FIRE PROTECTION
❑ Required: plans provided plans not provided, why?
Not required, not to be installed, why? dlc-- fle-K '/,.C'
SECTION - 10 REQUIRED OFF-STREET PARKING for Zonin2 and Architectural Access
❑ Parking plan submitted to: Building Dept. Planning Board date submitted
Number of spaces - indoors outside total provided
Handicap spaces - required yes now ' if yes, how many as a part of the total required number
Is Route 6 (State Road) entrance permit required? yes no if yes, has it been issued? yes no
Submit copy of application and/or permit as soon as available.
SECTION - 11 IDENTIFICATION
11.1 Architect/Engineer - for overall design
Company Name: U1 /1/1 /felt / 1 6"K yy / 6'1 C
Address:/ -71 I&t/H- I L/ `I 1 �n r � i,, N4 eT-&4 f 6 9 % L( d
Phone #: `J 20 - 2
Certified by State of Massachusetts as: l e4s( enj 414
Certification Number: 2,00(A
Note: Signatures and seals on all plans. affidavits. & other documents SHALL BE originals and not reproductions.
11.2 Architect/Engineer - {{project supervision and reports L
Company Name: fie (.t ve (ca - AiL 1 (a C-C
Address: W1 go e-,k/ — ' f1 M4
Phone #: 5 9 �
Certified by State of Massachusetts as:
Certification Number: L S C1 / f� .2-
Note: Signatures and seals on all plans. affidavits. & other documents SHALL BE originals and not reproductions.
11.3 General Contractor `-
Company Name:�(e�
Address:
Phone #: q % Z SJ /1 Z 3 q
Construction Supervisors License Number
Note: Signatures and seals on all plans, affidavits. & other documents SHALL BE originals and not reproductions.
c:\bldg. forms\bldgapp.com Page 2 rev. January 19, 2001
c:\bldg. forms\bldgapp.com
Page 3
rev. January 19, 2001
I)ARTHOUTH 111JIL1)ING DTPAR'!'T'P
, 1,111 .1 DISTRICT 1 � .3 111
APPROVED PLAN
THIS rROJF.(,r R1i0i1Ilir:S NOTICE TO THE ABOVE Nolrn
DISTRICT OFFICE PRIOR TO COMMENCEMENT 0f ANY FIRE
F PROTECTION WORK. INSPECTIONS ARE REOUIRED.
DATE Ily
a
t
l
j,
w
-
FILE
it {
Dartmouth Build
1-=
m De artmen
t
1 .'�*.,.•---, . _ record 'Ian Approved
_ _ This plan is endorsed as the record plan. The owner and/or applicant are
r � , � _ � P P PP
_ } : ; edition compliance, not withstanding an
,,• +...a .• s ; responsible for MA Budding Code 6 P , g Y
.,
errors or omissions in the application, plan, or accompanying documents. The
owner /agent /applicant or architect/engineer shall request inspections or
submit reports, as may be required in a timely manner. PLAN
w C AMENDMENTS MUST BE SUBMITTED N AS POSSIBLE
5 - - 9
1 S - a OL 0
k :. `q
•+,..� DATE O 6 2 =,BY
a
,
F r!
r\ r
U 1-ft EC T O r%
I'm SOE 0rl TUIM
EV ■ South towards PROVIDENCE RI 1-93 N/BOSTON. Take 1-93 North towards BR'
AINTREE/CAPE COD,
"AWING �DE�� Take I-95 / i
Drt�
Take the RT-24 South exit, exit number �? owards BROCKTON/FALL RIVER. Take the I-195 `East exit,
exit number 41 E on the ;e`t towards NEW �-DFORD Take exit number 12 towards
►s'' Ae PIG T at the fork in .the ram Mer e onto FAUNCE CORNER RD. SCOPE OF WORK: II TALLATION OF AN UNMANNED TELECOMMUNICATIONS FACILITY
FAUNCE CORNER/N. DAR . .�U a 1 ?. a P- 9
0
FAUNCE CORNER RD becc-les CLD '�t'ESTPOFT RD. Stay strafight to go onto CHASE RD. Turn RIGHT onto I'�.CLUDING A 10'x20" EQUIPMENT LEASE AREA. AT&T ANTENNAS
91?-009-O07A-T0� TITLE SKEET RUSSELLS MILLS RD. i0 CO -LOCATE ON EXISTING 165' FLAGPOLE @ 138'f A.G.L.
912 009 007 A-A01 SITE LAYOUT PLANE ELEV VIEW 0 _
��C�� � � ��.�� S1 T E ADDRESS: I �, T MILLS ROAD '
,�73 RUSSELLS �.n,I
- _ 0. - 2 CONSTRUCTION DETAILS 0_ �U � H DARTIv10UTH, MASSACHUSETTS 02748
91 2 00.E 007A A0
•
(" F i cTC'_ C C U STY)
PROPERTY ,,NER r-
0 - POtiIES
TION DETAILS 3 AB Oti STREET
TRUC `; F
� ,. PROP OV�' ' �i FRED �ID PV��RILYN �
2-009-007
-A03 CONS I 7 �' ITE'
.,
91 BEDFORD, MASSACHUSETTS 02744
EXTERIOR GROUNDING PLAN 0
i F
2-009-007A-E01
91 Macomber E
I � CONTACT PERSON: I!E�NAN BR{NN
Comer 1
- GRAM & DETAILS 0 l
-- , -401-854-1850 �\
° - - 07A-E02 ONE -LINE DIAGRAM s......��
912 009 0 I
�-^-- APPLICANT: ��8cT WIRELESS SERVICES, L.L.C.
ONS I RUCTION CON � E~ 0
I -� 7,400 , ,_BLUE HILL DRIVE �,,
0 . ,.. � t - � � # , t 100 ��,r��o Cl° � � u. r 6.0
OC
9i 2-009-007A-E03 GROUNDING DETAILS,, ���
,.�
�:E, ESTWOOD, MASSACHUSETTS 02090
_ 4, 2„
- Q __ - -? f LATITUDE: # N* ��@ A�
ANTENNA SCHE�`�ATIC DCTAILS
- 09-007A- AN , ,
912 0 � � ,
3 50 3 . ;
f— ^l � i Y , , , g�q � Jai
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LO G UDE: 7 00 18.35 Vd W�"
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. 4 van �� � '- ..�` l i___._,
%A Dopy of This Endorsed
' LAT LONG TYPE 83 GPS p��r r
�`�Iust Be Kept On Site
n
-- - _
4.f. o S.L.
ELEVATION:M.
During � �
A.
T
_ i JURISDICTION: P': OUT SIDE RESIDENTIAL DISTRICT C -,
w .
a ,t 4. TAX I.D. NUMBER: BOARD OF APPEALS'
Y__ I I -^I MMUNICATI0NS FACILITY -/
CUP, USE: ��ECO -.
Case # V SP
R
. PROPOSED USE: "`LECOMMUNICATIONS `FACILITY
1 f`
;
SITE LtC PARTICIPANTS
, 4
`
,
r ; I
Russe .
rah ,•° ?(1'iI'1 }
, c COMPANY NUMBER -
e. •.,^t x.... . -- ,... SYy —..r. CnviC7.7AV7S,1�C
x-,.. l�HA.EL JCfCE TURNING MILL CONSULTANTS, INC. 1-508-420-7244 ILE
COF
O _{ 1 508-221-8991
- SAC TY' ER MAC�LLISTER TURNING MILL CONSULTANTS, INC:`
_. ,
CD
i#
CL RF RAKESH GCEL BECHTEL 1-978-250-3968
CON KENT WEI',' DMER BECHTEL 1 �--978--250---2337
- Cranberr�r
---
LANDLORD KEEN�N C=<INN TOWER VENTURES 1-401-854--1850
Bag Corner
. WI '.ERT BECHTEL 1-978--250--0503
OTHER C
•: . b' :.. :fir Y
TURNING MILL CONSULTANTS, INC
ENGINEERS AND CONSTRUCTION MANAGERS
�t _ T T INCVENTURES DARTMOUT - P. f -
T '� \ GILL COTSL#LTa\TS, � c SITE NAME. TOWER
TLR1 Il
I ° sTRo�(�� ` TITLE SHEET
IT — 0 05JOi f02 ISSUED FOR CONSTRUCTION TDr
z - SITE E NO. O 9 O O 7 COLLOCATE ON EXISTING 165' FLAGPOLE '
ENGINEERS AND CONSTRUCT .ta�AGER., I
A 04/01j02 ISSUED FOR REVIEW TDB;
171 ROUTE 149, UN 1 O / 3 RUSSELL� %. !LLS RO-D `t
AT&T titi'IRELESS SERVICES,`1NC. I -`
F�
• SOUTH " _ GR t N0. DATE REVISIONS BY C!=� #: _� I TMC JOB N0. JOB NO. DRAWING NUMBER REV
�IARSTOi�S, MILLS, MA 0_G48 SOLI DARTMOJ , FI, MA 027
SITE NUrIeER: 09-007 t ATT 2.07 24445 912-009-007A-TO1 0
PHONE: (508) 420-7244 FAX: (50F3) -I20- r388 St r E NAME: TOWER VENTURES DARTL40UTH
DRAWN
SCALE AS SHOWN IDESiGNED
r�
�� . jG -TILL COS SL LT4N TS, INC
TURNING
I
ENGINEERS AND CONSTRUCTION MANAGERS
171 ROUTE 149, UNIT—B
MARSTONS, :MILLS, lIA 02648
it p.•,.%-.-� PHONE: (508) 420-7244 --FAX: (508) 420— 7388
<-,TE NAME: TOWER VENTURES
v
SITE N0. 0° -007
1073 RUSSELLS MILLS ROAD
D ,R+MOUTH, I 02748
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T[ RNTNG%.nLL
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CART!`,,A 0 UTH
AT&T WIRELESS SERVICES INC.
SITE NUMBER: 09-007
S!TE NAME: TOWER VENTURES DARTMOUTH
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A Tyr
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ropy `t tii This [ 0j
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GPS ANTENNA
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MOUNTED ON 800C
800D
UTILITY RACK E02
E02
UN—Q 6 2O0
-. ,
POST SEE DETAI1,77
,
y`
o
—
NOTE:
VARIOUS SIZED EQUIPMENT PADS/SHELTERS TO
GRAPHIC SCALE
BE LOCATED INSIDE FENCED AREA.
20 '
40
TOWER .:LVIIAITIO
SCALE: 1 "= 10'
��A-2
( IN FEET )
= `
: inch 10 it.
CONSULTANTS, INC
TURNING MILL
_,. // 4 t'.
JAMES
ENGINEERS AND CONSTRUCTION S
C . STRUCTI01 ItiA)VAGER
STRokE s.' ".!
& ELEVATION VIEW
SITE LAYOUT PLAN
o
05 01 02
/ /
ISSUED FOR CONSTRUCTION
� D�
:,, ,,
I ,, �
No.l 2oos ,
,
COLLOCATE ON EXISTING
,165 FLAGPOLE
A
04/01./02
ISSUED FOR REVIEW
TDR
_
NO.
DATE
REVISIONS
E I
_ -
t
• -
i ;
TM
DRAWING NUMBER
REV
JOB NO.
JOB NO.
SCALE AS SHOWN
DESIGNED '
aR,=;,��
I '
ATT
2.07
24445
912-009-007A-A01
0
� `F
CING STEEL NOTES:
CONCRETE AND REINFOR
GENERAL NOTES: SITE WORK GENERAL NOTES:
1 ALL CONCRETE, WORK .SHALL BE IN ACCORDANCE WITH THE'ACI 301, ACI 318, ACI 336,,,ASTM
LOCATING SERVICES PRIOR TO THE START OF
1. THIS PROPOSAL IS FOR AN UNMANNED TELECOMM UN I CATIONS FACILITY CONSISTING OF 1. THE SUBCONTRACTOR SHALL. CONTACT UTILITY Al 84, ASTM, Al 85 AND THE PROJECT I SPECIFICATIONS.
COLOCATING ON AN EXISTING TOWER WITH ANTENNAS AND THE PLACEMENT OF CONSTRUCTION. L I CONCRETE SHALL HAVE A MINI I MUM COMPRESSIVE STRENGTH OF
OUTDOOR EQUIPMENT CABINETS TOWER BASE. 2. AL
2. ALL EXISTING ACTIVE SEWER - WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ED FOR 3000 PSI AT,28 DAYS, UNLESS NOTED, OTHERWIS . E.,
DOES NOT REQUIRE POTABLE ENCOUNTERED IN THE WORK, SHALL'BE PROTECTED AT ALL TIMES, AND WHERE REQUIR
THE PROPOSED. FACILITY WILL BE UNMANNED AND ALL BE RELOCATED AS DIRECTED BY ENGINEERS. M A 615, GRADE 60, DEFORMED UNLESS NOTED
THE PROPER EXECUTION OF THE WORK, -SHALL 3. REINFORCING STEEL SHALL CONFORM TO AST
WATER OR SEWER SERVICE. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING
OTHERWISE., WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE
PROVIDE SAFETY TRAINING FOR
NTRACTOR SHALL PR I.;, I
AND IS NOT FOR HUMAN HABITAT. (NO PIERS AROUND OR NEAR UTILITIES. SUBCO FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE
3. THE PROPOSED FACILITY IS UNMANNED THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) STANDARD, LINO.
HANDICAP. ACCESS. IS REQUIRED). CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING &,EXCAVATION.
MAINTENANCE AND INSPECTION, APPROXIMATELY 2 1710NS. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL,
4. OCCUPANCY IS LIMITED TO PERIODIC 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICt-., UNLESS SHOWN OTHERWISE ON DRAWINGS:
TIMES PER MONTH, BY AT&T TECHNICIANS.
S PROPOSAL. 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE S�-4A,LL BE
5.1 NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THI FROM THE SITE AND DISPOSED OF LEGALLY. CONCRETE CAST AGAINST EARTH ........ 3 IN.
REMOVED CONCRETE EXPOSED TO EARTH OR WEATHER:
OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. ETS
6. .5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE
PERFORMED IN EQUIPMENT AND TOWER AREAS. #6 AND LARGER .................... 2 IN.
7. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE WWF
#5 AND SMALLER & ..:......1 1/2 IN.
ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN
MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT
8. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY D��MAGE CAUSED BY CAST AGAINST THE GROUND:
THE CONSTRUCTION OPERATION. D BROUGHT TO A SMOOTH UNIFORM GRI-A D E PRIOR TO
7. THE SUB GRADE SHALL BE COMPACTED AN
SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL P---P'AITS AND FINISHED SURFACE APPLICATION. SLAB AND WALL . .......................... 3/4 IN.
9.BEAMS AND COLUMNS ............... 1 1/2 IN.
INSPECTION REQUIRED FOR CONSTRUCTION.
8. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH !'�TER�rERE
SHALL REMOVE ALL TRASH AND DEBRIS FROM HE SITE ON A DAILY WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGEC OR
10. SUBCONTRACTOR POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTiC'\� OF THE CONCRETE, DISCONTINUED AT PO 5 A CHAMFER 3/4" -,SHALL BE PROVIDED AT ALL EXPOSED 'EDGES OF CO, %IRFTE, UNO, IN
BASIS. WORK, SUBJECT TO THE APPROVAL OF ENGINEERING, OWNER AND/OR LOCAL UTILI ACCORDANCE WITH ACI 301 SECTION 4.2.4.
11'. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROY S�TE VISITS AND ORK AND NOT COVERE-L Ev THE MANUFACTURER'S
-LL NOTiFFY 8-E_C1-`ITEL INSTALLATION OF. EXPANSION/WEDGE ANCHOR, SHALL BE PER
DRAWINGS PROVIDED BY THE SITE OWNER. SUBCONTRACTOR SHt 9. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE W UNIFORM SLOPE AND S1-'=_'_!ZED TO WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO
OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCIEEDING �%'!TH TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A CONSTRUCTION. PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE
DRAWINGS.
NO REBAR SHALL BE CUTWITHOUTPRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN
11 ONSTRU�r_'_ ON.
CONCRETE. EXPANSION BOLTS SHALL BE PROVIDED BY RAmSET/REDHEAD OR APPROVED
12. NO WHITE STROBIC LIGHTS ARE PERMITTED, LIGHTING, IF REQUIRED, �'IILL M ET FAA 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITED LIKING C
STANDARDS AND REQUIREMENTS. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN C`1!FORIMANCE
EQUAL.
WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL.
E R _Y
ID 7-1
13. SUBCONTRACTOR SHALL CONTACT UTILITY COMPANIES FOR UNDERGROUND U
MARKOUT PRIOR TO CONSTRUCTION.
CONCRETE AND REINFORCING 'STEEL NOTES. '302
SITE WORK GENERAL NOTES (30�0
STRUCTURAL STEEL NOTES:
ALL STEEL . EL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFj- 7jONS A"I'D IN
1.ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED.
2. ALL WELDING SHALL BE PERFORMED USING E70 ELECTRODES AND V,'ELDING SHE__ CONFORY
TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOV,'N, PROVIDE "E' MINIMIUI'�'
TRUCTION", 9TH ED ON.
SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONS
PAINTED SURFACES SHALL BE TOUCHED UP.
3. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTY A325 BOLTS (3/4" DIA) -�'D SHALL
HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHER'AIISE.
-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8- DIA. ASTM A �07 BOLTS
4. NON C! F D A R
UNLESS NOTED OTHERWISE.
5 L
RS AND EPDXY ANCHORS SHALL m-E INSTALLED IN "CORDANCE
CONCRETE EXPANSION ANCHORS k
5. A Copy Of This End -F,,,
WITH MANUFACTURER'S REQUIREMENTS. SPECIAL INSPECTIONS', REQUIRED BY GO'._:�NING CODES-
B K c, �,34, um
SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM A!-LC,'.ABLE LOADS. Plan f"Aiust
.MANUFACTURER'S MINIMUM CONCRETE EDGE DISTANCE SHALL EEE MAINTAINED DU.. NG During Com"
INSTALLATION. _0,6
STRUCTURAL STEEL NOTES 301
URNING MILL CONSULTANTS, INC
4
JAME5 ENGINEERS AND CONSTRUCTION MANAGERS
17)7�� OUTH P
TOWER VENTURES DAI STR6KV CONSTRUCTION DETAILS
Ds
TURNING MILL C0NSULTA],N_TSq INC SITE NAME: 02 ISSUED FOR CONSTRUCTION T D7 P. J: �N o. 2 006 8
0 05/01/ COLLOCATE ON EXISTING- 165.'FLAGPOLE
SITE NO. 09-007 -
ENGINEERS AND CONSTRUCTION- MANAGERS 04/01/02 ISSUED FOR REVIEW ic:� Nlr,i JPS
A
DRAWING NUMBER REV
1073 RUSSELLS MILLS ROAD (30�2 C_'
1-1 ROUTE 149, UNIT-B AT&T WIRELESS SERVICES, INC. � -1 TMC JOB NO.
TMOUTH, 1AA 02748 NO. DATE REVISIONS PP'c JOB NO.
MILLS, MA 02648 SOUTH DAR SITE NU1,11BER: 09-007 009'007A-AO2 0
NIARSTONS, ATT 2.07 24445 912-
DESIGNED
08) 4 9- 0 - 7 3 P R ER VENTURES DARTMOUTH SCALE AS SHOWN
PHONE: (508) 420-7244' FAX: (5 SITE NAI,",E: TOW
FLAGPOLE
�
I
4 X 4 (6--0"
554
MAX.
SPACING)
A03 575
COAX GROUND KIT
,
L1 x1 x1 /8 ATTACHED
COAX
GROUND KIT,
SEE
V,/ 1 /4" GALV. BOLTS
E03
�— LADDER TYPE CABLE
:
2 -0 (MAX) FROM
;RAY W COVER
/
a
END OF MAIN COAX
t
RADIO
i
k
EQUIP.
`
s —
CABINET
— — — — — — — — — — — —
FIN. GRADE
^
\ i
f I
r
/ l
GROUND BAR
509 523�-.
OPTIONAL
JUMPER CABLE ENTERS
E03 E03
ERICSSON CABINET
AT SIDE OF
EQUIP��9ENT
-
BASE FRAME
COAX
CABLE
AT MONOPOLE OUTDOOR CABINET
s
DETAIL 556
NTs A01
'� �t VENTURES ART��!
TURNING MILL CONSLLTA\TS, I� C �I E NA .�E. TOWER �/E ES D OUTH
i '\ N S
EN GII� EERS AND CONSTRUCTION CTIO. .1A. AGER SITE NO, 09 0 0 %
- 1 — �/ tI
7 ROUTE 149 UNIT B 1073 RUSSELLS M LLS ROAD
1 1 ,
MARSTONS, MILLS, NfA 02648 SOUTH ` DARTMOUTH, t,'.A 02748
508 420-7244 FAX: (508) 420—
u
AT&T WIRELESS SERVICES, INC.
SITE NUMBER: 09-007
SITE �!>^'_'�: TOWER VENTURES DARTMOUTH
0 05/01/02 ISSUED FOR CONSTRUCTION
A 04/01/02 ISSUED FOR REVIEW
N0. DATE REVISIONS
SCALE AS SHOWN DESIGNED
r
cD
M
t0
_.04
ERICSSON RBS 2106 DIMENSIONS
CABINET
HEIGHT x WIDTH x DEPTH
RBS 2106
63 1/2"Hx51 3/16"Wx37"D
(1614mm x 1300mm x 940mm)
FOOTPRINT
63 1 /2"Hx51 3/16" Wx28"D
(INCLUDING INSTALLATION FRAME)
(1614mm x 1300mm x 710mm)
ERICSSON RBS 2106 WEIGHT & FLOOR LOADING
CABINET
APPROX.
MAX. FLOOR
MAX. WEIGHT
LOADING
RBS 2106
1213 LBS
(WEIGHT WITHOUT BATTERIES)
_ 1301 LBS
(WEIGHT WITH BATTERIES)
TDR
I ".'FJ
.:)S
TDR
Y PJ
J PS
BY
C H K
'PP'I
DRAWN
AB NET ANCHORING _ BY ERICSSON SHALL BE BASED ON A PEAK ACCELERATION
VALUE OF 0.12G.
ERICSSON RBS 2106 MINIMUM CLEARANCES
DIRECTION
USB 2001 2 BAY
MINIMUM CLEARANCE
CABINET FRONT
52"
CABINET REAR
2„ . _
CABINET RIGHT
N/A
CABINET LEFT
3611
ABOVE THE CABINET
40".
t E 2 i is �`k �i f � gR T�C
i RE
d Copy Of This Endlors..,
it f p'3
P{r d
�.l..ld$iv �t Bei3 w. i�. i..: ed7k d a: °P�s
Du Y Yd x {^.;'3•
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TURNING MILL
CONSULTANTS, INC
AMES 'i
ENGINEERS AND
CONSTRUCTION MANAGERS
,
`, P. "'.
ISTROKE
CONSTRUCTION DETAILS`
i No. 2061."
COLLOCATE ON
EXISTING 165, FLAGPOLE
TMC JOB NO.
JOB N0.
DRAWING G NUMBER
U BER
REV
} �!
ATT 2.07
24445
912-009-007A—AO3
0
1"
4
-
T _
TURFING MILL CONSULTA\TS, INC
ENGINEERS AND CONSTRUCTION MANAGERS
171 ROUTE 149, UNIT—B
NIARSTONS, '`SILLS, NIA 02648
PHONE: (508) 420-7244 — FAX: (508) 420-738R
SITE NAME: T0'NER VENTURES DART;,OUTH
SITE NO. 09-007
1073 RUSSELLS YILL S ROAD
SOUTH DARTMOU T H, YA 027P
EhimlLARGED.GROUN
5LKVIUL LN I KANUt,
GROUND ROD
SEE DETAIL
DINC PLAIN! �
SCALE:. NONE E01
^ - COAX CABLE GROUND KIT
REFER TO NOTE 15
I 5i3A
r ti j �- i E03
FOR EXOTHERMIC
♦i i- I CONNECTION TO
ANTENNA MAST
ANTENNA G:: - JIA (TYP FOR 3)
AT TOP OF
(TYP. FOR 2' - ELECTRIC AND TELEPHONE
COAX-CA5- ARE TO BE RGS CONDUIT
GROUNDED J THIS
GROUND E _
7-
r CADWELD TYPE CONNECTION
COMPRESSION TYPE CONNECTION
- GROUNDING WIRE
(xxx �-- REPRESENTS DETAIL NUMBER
XXX REF. DRAWING NUMBER
T � v OF DARH ou H
Pi E l0 R D Pm i it
Copy Of This Endors
ABBREVIATIONS :ir �s s:
JUN 0.6 OUZ
AVVG AMERICAN WIRE GAUGE
AT&T ! , .�...
EXTERIOR SOUND BAR TELCO I POWER BCW BARE COPPER WIRE CCU # �, .
CABINET
. i ? y�
LOCATED BASE OF '' CA"R � CABINET I CABINET P r'07
EXISTING j DWG DRAWING
I
EMT ELECTRICAL METALLIC TUBING
Iir m ►1ACTCD r-DOI INlr) Rap
70 EXISTING TOGROUND BAR ; LOCATED
GROUND RING ON CABLE TRAY
(I
SCALE: 1 "= 1 0'
AT&T WIRELESS SERVICES, INC.
SITE NUMBER: 09-007
SITE !IAME: TOWER VENTURES DARTMOUTH
0 05/01/02 ISSUED FOR CONSTRUCTION
A 04/01 /02 ISSUED FOR REVIEW
NO. DATE REVISIONS
SCALE AS SHOWN DESIGNED
aV TURNING MILL CONSULTANTS, INC
a6A_ «C^
`� ENGINEERS AND CONTSTRUCTION' NIANAGERS
v AMES r\\
STROKE! EXTERIOR GROUNDING PLAN
TDR ►.'FJ JPS A. No. toots ,l
COLLOCATE ON EXISTING `165,FLAGPOLE
R �.. ..� f
`�..
BY CH� "-pP'{ � TMC JOB N0. JOB N0. DRAWING NUMBER REV
—007A-EO1 0
DRAWN ATT 2.07 24445 912-009
NOTES:
1. DO NOT, INSTALL CABLE GROUND KIT AT A BEND AND ALti'IAYS
DIRECT GROUND WIRE DO`'N TO ANTENNA GROUND BAR.
ANTENNA GROUND BAR
W/O INSULATORS, BONDED 2. WEATHER PROOFING SHALL BE ANDREW TWO—PART TAPE KIT.
TO ANTENNA DIRECTLY TO THE TOP OF COLD SHRINK SHALL NOT BE USED.
LUG (TYP.) GROUNDING BAR, NEWTON, SIMILAR TO
PINE I,�O"�OPItiE SE'- NOTE 1.
MONO DETA!L 509` WITHOUT INSULATORS,
SEE D�,A'L „0R- TO ANTENNAS MOUNTED OUTSIDE OF CABLE TRAY OR
_ ��a c z SIDE ,VIEW OF MAY BE MOUNTED ON CONCRETE
STANDARD GROUND - (S!kv!LA ,) _0�
CABLE TRAY EQUIPMENT PAD WITH INSULATORS
KIT (TYP.) --
,mot ,'D
ANTEr�.,A GR.�J 4� BAR ,
WEATHERPROOFING - - - --
I'�SJLAt -�.S, BONDED ------ --- — —
,,,-- „ RX1 KIT (TYP.}
T B,, I C.„ Or RX2 TX 1 /
6 AWG (PROVIDED DIRECTLY.0
WITH GROUND KIT TYP.) r
SEE D_,.AIL 50RA
COAX JUMPER ANDREW SUREGROUND
TYP. TYPE KIT TYP. -
COAX CABLE - (TYP.) (TYP.)
_I ---;
R ALL OT =►."', ;'t'ELD (SEE NOTE)
(TYP. FOR ) EX�aHE
I: �� CONNECTOR
�2 AVVG ...,
l: i•," WEATHERPROOFING 6 AVIG
TO SHEL
TER �- SOLID T
KIT (TYP.) - + ij ? 6 1w
VIA TRAY OR �, 1Rt c G;. QQ
OPC_E . ,_R SEE NOTE 2 1 i ANTENNA €
ICEBRIDGE - ANTENNA GROUND aFt" e u
2 AWG �^ " BAR, S!MI:.AR TO I 6 AWG, GROUND CABLE e�; (,Oi�
RING GROUND ! cOJD "'�`�: DETAIL 509 WITHOUT 200'Z
FROM COAX CABLE
,�,-, - ANTENNA CABLE ` INSULATORS. BONDED --=-- �UN.� 6.
(a iCA_ C- 3) TO BTS EQUIPMENT 1 1 c GROUNDING KIT
_ D RECTL, TO `TOP 0, INSIDE THE CABLE
(TYP.) MONOPOLE OR TOWER.
TRAY (TYP.)
NOTE: ��-----Fa— 2 'AUIG SOLID TINNED rr f��G03 ECG. i.0
1. NUMBER OF GROUND BARS MAY VARY DEPE �., 1G BCW' TO GROUND RING
TYPE OF MONOPOLE, ANTENNA LOCATION AND CC`JNE
ORIENTATION. PROVIDE AS REQU!RED. CONNECTION OF GROUND WIRE TO G R O U N E'. G
BAR, TOWERZMONOPINE GROUND BAR MOUNTED ON 'CABLE TRAY
I��ONOPINE MONOPINE OR SELF-SUPPORT TOWER SITE
ANTENNA CABLE GROUNDI(�G - '
DETAIL r526 DETAIL (522
DETAIL r523A
NTS
q
NTSEO4-NTS EO01
. 1
T - T - ' � ES DARTMOUTH
N MILL CONSULTANTS, IBC SITE NAME. TOWER VENTU
� TURNING G
EI�GI�EERS A ' T IT'D CONSTRUCTION MANAGERS SITE NO. 09 007
171 ROUTE 149, UNIT—B 1073 RUSSELLS MILLS ROAD
MARSTONS, MILLS, MA 02648 SOUTH OAR T MOUTH, MA 02748
�.�
►__.._. :':_ PHONE: '(508) 420-7244 — FAX: (508) 420— 7 3R8 !
SIT
I
TURNING MILL CONSULTANTS', INC
c°� p NAMES:', f' ENGINEERS AND CONSTRUCTION MANAGERS
Al $TRb<E/j GROUNDING DETAILS
'[
�c
I
0 05 01 02 ISSUED FOR CONSTRUCTION TDR ti J . ?S No. 20QE� COLLOCATE_ ON EXISTING 165' FLAGPOLE
' -� A 04 01 02 ISSUED FOR REVIEW TDR MFJ JPS
i &T WIRELESS SERVICES, INC.
N0. DATE REVISIONS BY C�iK I �P`Ci t TMC J09 N0. JOB N0. DRAWING NUMBER REV
i a
SITE NUMBER: 09 007
��� ', +. ATT 2.07 24445 912-009-007A-E03 0
E ' ' ".'E: TOWER VENTURES DQRTM0UTH [SCALE AS sHow►v DESIGNED DRAWN
Rx 1 /TX 1
RX2
SECT_. "
ITEM
ITEM DESCRIPTION
AZIMIJ
NO.
RX1/TX1
COLOR CODE
ONE RED'
ANTENNA
(SEE NOTE 3 & 4)
ALLGON
AS —BUILT SERIAL #
:MECHANICAL, DOWNTILT
c_
2
ANTENNA JUMPER. (ANDREW)
L4A—PDMDM-4
(LENGTH)
(4 FEET)
ATTACHED . MALE DIN -CONNECTOR
INCLUDED '
2A.'-
(ANDREW)
W/ITEM #2
MAIN COAX (LENGTH)
1 5/8"0 (1 9OFT)
(ANDREW)
LDF7-50A
UNATTACHED FEMALE DIN
4,
CONNECTOR
(2) L7PDF—RPC
(ANDREW)
UNATTACHED MALE DIN
CONNECTOR
L7PDM—RPC
(ANDREW)
6
COAX SURGE ARRESTOR,
N/A
!(ANDREW)
1A
LMU.ANTENNA
KATHREIN 738-454 OVNI
7
LMU COAX (LENGTH)
1/2"0 (10 FT)
LDF4-50A
8
UNATTACHED CONNECTOR
TBD
9
GPS ANTENNA
MATSUSHITA VIC 100
10
UNATTACHED —CONNECTOR
TBD
GPS COAX (LENGTH)
1/2"0 (10 FT)
(ANDREW)
LDF4-50A
12
UNATTACHED —CONNECTOR
TBD
00
SECTOR.13
AZIMUTH 150"
SECTOR C
AZIMUTH 270*
TOTAL
QUANTITY
(SEE NOTE 1),
RX2
RX 1 /TX 1
RX2
RX 1 /TX 1
RX2
TWO RED
ONE BLUE
TWO BLUE
ONE GREEN
TWO GREEN
2_02
ALLGON 7262.02
ALLGON 7262.02
C.
04
L4A—PDMDM-4
(4 FEET)
L4A—PDMDM-4
(4 FEET)
L4A—PDMDM-4.
(4 FEET)
L4A—PDMDM-4
(4 FEET)
L4A-PDMDM-4
(4 FEET)
INCLUDED
W/ITEM #2
INCLUDED
W/ITEM #2
INCLUDED
W/ITEM #2
INCLUDED
W/ITEM #2
INCLUDED
W/ITEM #2
1 5/8"0 (1 9OFT)
LDF7-50A
1 5/8"0 (1 9OFT)
1 "0 (19 OFT)
LDF7=50A
1 5/8"0 (1 9OFT)
LDF7-50A
1 5/8"0 (1 9OFT)
LDF7-50A
1140, FT
i'2) L7PDF—RPC
(2) L7PDF—RPC
(2) L7PDF—RPC
(2) L7PDF—RPC
(2) L7PDF-RPC
12
L7PDM—RPC
L7PDM—RPC
L7PDM—RPC.
.-L7PDM—R,PC
L7PDM—,RPC
6
N/A
N/A
N/A
N/A
N/A
0
10 FT
I U 1-CJN I JN k-T iNll I h L I. kJ I N 0 U 1, 1 Ai N 1 0 JL
'AGERS
AND CONSTRUCTION MAN
171 ROUTE 149,' UNIT—B
MARSTONS, MILLS, MA 02648 -
PHONE: (508) '420-7244 — FAX: (508) 49-0-7388
v v I I v 1 1 14 1 \-/ I 1_/ L_1 I I I I v I
I L Wl E
SITE NO 09�-007
1073 RUSSELLS MILLS ROAD
AT&T WIRELESS SERVICES, INC.
SOUTH DARTMOUTH, MA 02748 SITE NUMBER: 09-007
'Af,.',E: TOWER VENTURES DARTMOUTH
0
05/01/02
ISSUED FOR CONSTRUCTION
TDR
K17J
JCSENGINEERS
A
04/01/02
ISSUED FOR REVIEW
TDR
VFJ
-
it'S
NO.
DATE I
REVISIONS
BY
CHK
_
SCALE AS SHOWN,
i
DESIGNED
DRAWN
2
10
FT
P IECORD PLPJ'
A Copy Of This Endorsed
Irian ,Must Be Kept On Sific
During Constructiolli
—JUN -0 -6 -40 Ul
.71 RUCT C0j-,-lTv70L
per 780 CM.,,R .4
TURNING MILL
CONSULTANTS, INC
J A'O ES'
ENGINEERS AND
CONSTRUCTION MANAGERS
/ P.
/STROKE;
ANTENNA
SCHEMATIC & DETAILS
N. 0068
o2
COLLOCATE ON
EXISTING 165' FLAGPOLE
TMC JOB NO.
JOB NO.
DRAWING NUMBER
REV
ATT 2.07
24445
912-009-007A—EO4
0