HomeMy WebLinkAboutPlans - 723 OSGOOD STREET 4/1/2016 PROJECT INFORMATION
SCOPE OF WORK: TELECOMMUNICATIONS FACILITY UPGRADE(LTE—2O UPGRADE 2016):
SITE ADDRESS: 723 OSGOOD STREET ��
NORTH ANDOVER,MA 01645
at&t
LATITUDE: 42.707791 N, 42'42'26.04"N
LONGITUDE: —71.119200 W, —71'07'9.12"W �® �9
USID: 48504 IT NU 34
TYPE OF SITE: FLAGPOLE
STEPHEN ESTATE
TOWER HEIGHT: 100'-0" IT e
RAD CENTER: 86'-0"
PROJECT: LTE 2C UPGRADE 201
CURRENT USE: TELECOMMUNICATIONS FACILITY
PROPOSED USE: TELECOMMUNICATIONS FACILITY
DRAWING INDEX VICINITY MAP GENERAL NOTES
SHEET NO. DESCRIPTION REV. DIRECTIONS TO SRE: 1. THIS DOCUMENT IS THE CREATION,DESIGN,PROPERTY AND COPYRIGHTED WORK OF T—MOBILE. ANY
DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED.DUPLICATION
START OUT GOING EAST ON MAIN ST/MA—17 TOWARD SUGAR RD.0.4 MI.MERGE ONTO 1-495 N AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY
T-1 TITLE SHEET 1 VIA THE RAMP ON THE LEFT TOWARD LOWELL.30.7 MI.TAKE THE MASS.AVE.EXIT,EXIT 43, AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED.
TOWARD N.ANDOVER.0.2 Mi.TURN SLIGHT RIGHT ONTO MASSACHUSETTS AVE.1.2 MI.TURN LEFT
ONTO CHICKERING RDfMA-125fMA-133. 1.3 MI.TURN SHARP RIGHT ONTO OSGOOD ST.0.1 MI. 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION.IT IS ONLY
END AT 723 OSGOOD ST NORTH ANDOVER,MA 01845. ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES
GN-1 GENERAL NOTES 1 NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY
REGULATIONS REQUIRING PUBLIC ACCESS PER AOA REQUIREMENTS.
3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE
A—i COMPOUND&EQUIPMENT PLANS i - AND SHALL IMMEDIATELY NOnFY THE T—MOBILE NORTHEAST,LLC REPRESENTATIVE IN WRITING OF
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
A-2 ANTENNA LAYOUTS&ELEVATION 1
A-3 DETAILS 1
RF-1 PLUMBING DIAGRAM i
72 HOURS
G-1 GROUNDING DETAILS 1 '
CALL
BEFORE YOU DIG
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UNOE#QROUND ICE ALERT
SITE NUMBER c MA3469 � _ AT&T
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U O ' SITE NAME;STEPHEN ESTATE �` o:j, ,s IswsD mR caa nDx TE. �
TITLE SHEET
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27 NORTHWESTERN DR. 723 OSGOOD STREET '$ A oxJos/te lssuco FOR RENES' (LTE 2CjNORTH ANDOVER,MA 01845 550 COCHITUATE ROAD xD. DArs � xuusERDr+amncNUMamSALEM,NH 03079 ESSEX COUNTY FRAMINGHAM.MA 01191 scxE: As serovm 3469.01 T-1 i
GROUNDING NOTES GENERAL NOTES 14,ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL
1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL BE DONE IN
ACCORDANCE WITH ACI 318 CODE REQUIREMENTS.
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 CONTRACTOR-SAI
NEPA)LIGHTING PROTECTION CODE,AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) 75.ALL STRUCTURAL STEEL WORK SHAH BE DETAILED,FABRICATED AND ERECTED W ACCORDANCE
GROUNDING STANDARDS.THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE OWNER-AT&T MOBILITY WITH ABC SPECIFICATIONS,ALL STRUCTURAL STEEL SHALL BE ASTM A36(Fy=36 ksi)
FINDINGS TO THE CONTRACTOR FOR RESOLUTION. UNLESS OTHERWISE NOTED. PIPES SHALL BE ASTM A53 TYPE E(Fy=36 ksi). ALL STEEL
2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AND
2. ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO,LIGHTNING SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN OTHER MARKS IN THF FIELD AFTER STEEL IS ERECTED USING A COMPATIBLE ZINC RICH PAINT.
PROTECTION,AND AC POWER GESS SHALL BE BONDED TOGETHER,R IO BELOW GRADE, BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS, ANY DISCREPANCY FOUND
BY TWO OR MORE COPPER R GESMS) CONDUCTORS IN ACCORDANCE WITH THE NEC. SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. 16.CONSTRUCTION SHALL COMPLY WITH UMTS SPECIFICATIONS AND"GENERAL CONSTRUCTION
3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL SERVICES FOR CONSTRUCTION OF T-MOBILE SITES."
3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH APPLICABLE CODES,REGULATIONS,AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL
TESTING(PER IEEE 1100 AND 81)FOR NEW GROUND ELECTRODE SYSTEMS,THE APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND 1?.SUBCONTRACTOR SHALL VERIFY ALL EXISTINGO DIMENSIONS AND CONDITIONS PRIOR TO
COMMENCING ANY WORK.ALL DIMENSIONS O
SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. f EXISTING CONSTRUCTION SHOWN ON THE
DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY
NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY
DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH GONSTRUCTION,
COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE
4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND REGULATIONS.
18.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK By
CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN
ACCORDANCE WITH THE NEC,SHALL BE FURNISHED AND INSTALLED WITH THE POWER 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON
CIRCUITS TO BTS EQUIPMENT.
EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO,WORK SHOULD BE
ONLY. SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS
5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR 5. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT, AFTER MIDNIGHT.
WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES,6 AWG STRANDED APPURTENANCES,AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON
IN-DOOR BTS 2 AWG STRANDED COPPER FOR OUTDOOR BTS. THE DRAWINGS. 19.SINCE THE CELL SITE IS ACTIVE,ALL NETIC PRECAUTIONS MUST BE TAKEN WHEN WORKING
COPPER OR LARGER FOR I
AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN
6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 6. "KITTING LIST"SUPPUED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO GANGER.
CONTRACTOR.ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITING LIST SHALL BE EXPOSURE LEVELS.
PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS
7. APPROVED ANTIOXIDANT COATINGS(I.E.,CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL SUPPLIED BY THE SUBCONTRACTOR.
COMPRESSION AND BOLTED GROUND CONNECTIONS,
7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 20.APPLICABLE BUILDING CODES:
8. ICE BRIDGE BONDING CONDUCTORS SHA!!BE EXOTHERMICALLY BONDED OR BOLTED TO MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL.STATE,AND LCATI
GROUND BAR. CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING RDS I EFF (AHJ)FOR THE LOCATION.
8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE PATE OF
9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY CONTRACT AWARD SHALL GOVERN THE DESIGN.
GROUNDING CONNECTIONS. ELECTING CODE: STATE BUILDING CODE 780 CMR 8TH EDITION
THE CONTRACTOR. ELECTRICAL CODE:REFER TO ELECTRICAL DRAWINGS
10,MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND SUPPORTS 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT,POWER AND T1 CABLES, LIGHTENING CODE:REFER TO ELECTRICAL DRAWINGS
SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. GROUNDING CABLES AS SHOWN ON THE POWER,GROUNDING AND TELCO PLAN DRAWING.
SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND QR SHALL ADD NEW TRAYS AS SUBCONTRACTOR'S WORK SHAH COMPLY WITH THE LATEST EDITION OF THE FOLLOWINGSUBCONT
71.METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS f STANDARDS:
OR BY BONDING ACROSS THE DISCONTINUITY WITH 8 AWS COPPER WIRE UL APPROVED NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR.
GROUNDING TYPE CONDUIT CLAMPS. 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS, AMERICAN CONCRETE INSTITUTE(ACI)318;BUILDING CODE
LANDSCAPING AND STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT REQUIREMENTS FOR STRUCTURAL CONCRETE;
12.ALL NEW STRUCTURES WITH I FOUNDATION CONDUCTIVE
TI EjRR FOOTING HAVING 20 T HAVE
MORE D SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER.
if2 IN.OR GREATER ELECTRICALLY CONDUCTIVE REINFORCING STEEL MUST HAVE IT BONDED AMERICAN INSTITUTE OF STEEL CONSTRUCTION(ALSO)
TO THE GROUND RING USING AN EXOTHERMIC WELD CONNECTION USING#2 AWG SOLID BARE 11,SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS
TINNED COPPER GROUND WIRE,PER NEC 250.50 COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS MANUAL OF STEEL CONSTRICTION,ASD,FOURTEENTH EDITION;
REMOVED SHALL BE RETURNED?0 THE OWNER'S DESIGNATED LOCATION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION(TIA)222-G,
12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. STRUCTURAL STANDARDS FOR STEEL
13.ALL CONCRETE REPAIR WORK SHA!!BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE EQUIPMENT AND ANTENNA SUPPORTING STRUCTURES;REFER
TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS.
INSTITUTE(ACI)301.
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING
MATERIAL,METHODS OF CONSTRUCTION,OR OTHER REQUIREMENTS,THE MOST RESTRICTIVE
REQUIREMENT IC RE GOVERN. WHERE THERE IS REQUIREMENT
BETWEEN A GENERAL REQUIREMENT
AND A SPECIFIC REQUIREMENT,THE SPECIFIC REQUIREMENT SHA!L GOVERN,
ABBREYAATIONS
AGL ABOVE GRADE LEVEL EQ EQUAL REQ REQUIRED
AWG AMERICAN WIRE GAUGE GC GENERAL CONTRACTOR RF RADIO FREQUENCY
BBU BATTERY BACKUP UNIT GRC GALVANIZED RIGID CONDUIT TED TO BE DETERMINED
BTCW BARE TINNED SOLID MGS MASTER GROUND BAR TBR TO BE REMOVED
COPPER WIRE
BGR BURIED GROUND RING MIN MINIMUM TBRR TO BE REMOVED AND
REPLACED
BTS BASE TRANSCEIVER STATION P PROPOSED TYP TYPICAL
E EXISTING NTS NOT TO SCALE UG UNDER RADIATION CENTER UNE
}GROUND,'
EGB EQUIPMENT GROUND BAR RAD (ANTENNA) VIF VERIFY IN Ti LID
EGR EQUIPMENT GROUND RING REF REFERENCE
AT&T
SITE NUMBER:MA3469
Hudsone - SITE NAME:STEPHEN ESTATE "' &� ort+%1s ssueo rox caysrxucnex ee AT _ _ GENERAL NOTES
e 723 OSGOOD STREET ^ oz7osl,s swc°e°a Rfl"Ev+at
AT \ (LTE 2C)
27 NORTHWESTERN DR. rvo oATe s[tTs F.Are ==TE Nurven+ oMMnc xuuOER REv
Is7�i w, SALEM,NH 03079 NORTH ANDOVER,MA 91845 SSC COCHITUATE ROAQ /f'
ESSEX COUNTY FRAMING-IA.MA01701 sGtE: u stmwn aesrorvw aroA °�%. 3469.01 GN-1 i
--
NOTE:
REFER TO THE FINAL ET DATA SHEET
FOR FINAL ANTENNA SETTINGS.
NOTE:
AN ANALYSIS FOR THE CAPACITY OF
THE EXISTING STRUCTURES TO SUPPORT
THE PROPOSED EQUIPMENT SHALL BE
DETERMWED PRIOR TO CONSTRUCTION
EX'STING GPS A'aTEt3NA `�'�
PROPOSED REPLACE
EXISTING DIPLEXERS
WC
CI PENTAPLEXER
x (5PX-0726-0)(TYP.
OF 4PER SECTOR,
TOTAL OF 12)
PROPOSED COAX PORT
. �
ZAS REDIDD D
,I71
PROPOSED(6)1-5j8"
COAXCABLE(TO FOLLOW
A ff EXISTING COAX)
I
STTIG -MOBIL EXISTING PR RAN_ f 1 k '.NG TGF k RS
..U3PAS N.ON ANN ON C�RE � �
Y0jNTFD ON YI_'.N'G
..DNC EIE FAD 3 PAD ' Ca9L`e LDCTR
�XGTNG STCCKAOE
AN IA<DC AF{a
EENC
. � � t ! AhEL I
NO METER 5�Ll
S At
}` XITING 4_C PROPOSED(8) r _CO RACK
BINET 1-Sj8`COAXEXIST-1R S 3ZOsLit
CARLE(TO FOLLOW SEX'TIS.,72'#131E (,1X.17 CABINET) I I 1 k=STtNG
4 — EXISTING COAX) CAL RACK
I<GHi?I� 00' PROPOSED
3,:Gh F1,.�PCLE / EXISTING RACK F i ADD P2ND 0DOS
EXISPNG CEI PROPOSED UPGRADE
/
BBI GE( i ( EXISTING DUI TO DUS41
C 1 I �RA NG
.) t{ENT
OSPMEN'T TE'\ EXiS`Yl POWER PWN' R CK(TEP.)
EX
C h
-XISTIN SCO �-�-'- pROPOSEO RRUS-12&A2
Y IN k.hi \\\\
BATTPRY RACK MODULE MOUNTED ON
ECS MEh SHELTER i cy STIHC CRP ,,,= _ { PROPOSED UNISTRUT ON
4 ( _ EXSR NL„ENERA� SHELTER WALL(TYP.OF i
OVEj I GAS L-
PER SECTOR TOTAL OF 3)
R _ -__ ---- ---_ - -_XISTN„RRJ_ - 'STRUT
G VOI I TEc TO SIH tFR 1YAu
�1"5y\1{#— 1511
U W� Z
COMPOUND PLAN 1 C'a�yz EQUIPMENT PIAN
Z 22x34 SCALE 1 4"-7'-0" A-1 22x34 SCALE'ij2" i' 0 A l 171 0 47 4 a e_0°
N j 0 2'-0'{'-o' 8'-0° iz'-0' 11x17 SCALE if4^=1'-O / S
11x17 SCALE: ij8' i'-0" r
Vi If 4
® SITE NUMBER:MA3469 # ¢ AT&T
Hudson 0'r ' SITE NAME:STEPHEN ESTATE a l&l -' eGMPDurvO EQUIPMENT PLANS
02jt2{�6$SUED FOR COnStRUCi�ON E8
27 NORTHWESTERN DR. 723 OSGOOD STREET _'" °R{oslis ssuEo ra<an Ew i rH \ t (LTE 2C)
SALEM,NH 03079 NORTH ANDOVER,MA 01845 550 COCHITUATE ROAD nUMam otutNNc nuueER REv
ESSEX COUNTY FRAMINGHAM,MA0I701 swE: nc —R.ar:nt = 3469.01 A-i i
5
NOTE:
V ALPHA REFER TO THE FINAL RF DATA SHEL-f
SECTOR FOR FINAL ANTENNA SEFliNGS.
t ai X UMTS/GSM
EXISTING A?&i ANTENNA NOTE:
f iAM1i-X-CC-16-os-00?- ) AN ANALYSIS FOR THE CAPACITY OF
RF
THE EXISTING STRUCTURES TO SUPPORT
(^??.OF 1 PER SECTn2, THE PROPOSER EQUIPMENT SHALL 6E
L OF 3)CO'c DETERMINED PRIOR TO CONSTRUCTION
R,Et OVER S REPF4CE.
\ /`ENG 28O❑ JPCE O0P-OO"tEXISTING FLAGPOLE
RARM—AGE
P'
EX T':NG O.D.R_+.GPOLE
Exi T t RA `,;E
GAMMA PROPOSED AT&T ANTENNA
CTOR
USE MTSfGStt i �+ ��' � 1 (QUINTEL-OS66512-3)
270" OF PROPOSED AT&T ANTENNAS TO OOF 13PER
} SECTOR,
86'-0"t A L
\ `f PROPOSED IST O.D.x 10'
LONG SED 3" IN
\ PROPOSED AT&T TMA'S EXISTING FLAGPOLE
(KAELUS 1) ?_YT€NNA
117FOOV1-1)
YTGtG
's T'v TVA MCULT C 3 Civ - BETA TMA2 BELOW PROPOSED ANTENNAS I(^--E _-AN
Ah"L 0IXNA B�EP E - R' SECTOR (TYP.OF 2 PER SECTOR,
TA �'V? t+llTSJGBM TOTAL OF 6)
&R_P�ACeO, 150'
EXISTING ANTENNA LAYOUT 1 I'
SCALE:N.TS A-2 � PROPOSER(6)1—RLL
15 tiT I COAX CRB (TO FOLLOW
EXISTING COAX}
I
�y
�bZ SECTOR
LTEfxlS?LNG +.n0±
�y1z ARNiGn.:tA•GPOLE
30°
l II!
i�
II
it
PROPOSED AT&T ANTENNA II
(QUINTEL-QS66512-3) II
(TYP.OF 1 PER SECTOR,
TOTAL OF 3) �!
EXISTING i
MOUNTING PIP=
GAMMA
SECTOR
LTE
270•
�__EXISTING AT&T SHLLT I FXI-LNG STOCKA-
,11
I
PROPOSED 36"O.D.x 10'
LONG CANISTER IN
E%15TiNO FLAGPOLE 1'
(DESIGREG AND FURNISHED
BY OTHERS) I
PROPOSED AT&T TMA'S
(KAELUS TMA2117FOOV1-1) 0'-0"t AGL
BELOW PROPOSED ANTENNAS J' GRADE LEVEL
(TYP.OF 2 PER SECTOR, BETA
TOTAL OF 6) SECTOR
LTE
150' ��
ELEVATION i 3 )
22x34 SCALE: 1/8"=l'-O" A-2 0 4 0 6 '�16 0 24`-0'
PROPOSED ANTENNA LAYOUT 11x17 SCALE: 1Jt6" t'-o" -
SCALE:N.T.S A-2 "' i
Z'
SITE NUMBER:MA3469 1' AT&T
�'- 3 .¢
€� SC�3 ' SITE NAME:STlf
EPHEN ESTATE �`.° C i t o-anu!6 IssuEo FOR owu,m ON F. 1P. ANTENNA LAYOUTS&ELEVATION
27 NORTHWESTERN DR. 723 OSGOOD STREET '�—' A o2toslt6� �FaR REwEn _ (LTE 2C)u
ee AT
SALEM,NH 03079 NORTH ANOOVER,MA 01845 550 COCHiTUATE ROAD OO oAre Rens orv5 ar cxx Ara'8 F rcuNBER oRxtV.Nc lu REV
u..
n.Ax^Oti.¢.:.woi6as _Az:TIAs,aYc�t ESSEX COUNTY FRAMINGHAM,MAGI 7Ci 6CA£: A5 SHM PESWNE06v.AT IoRaw F1 ES
EXISTING ANTENNA SCHEDULE PROPOSED ANTENNA SCHEDULE
SEc70R MAKE MODEL# GZE rIN hW SECTOR MAKE MQQU SZE QNCHESI
ALPHA: KMW AM–X–CD-14-65–OOT–RET 48X11.8%5.9 ALPHA: QUINTEL OS66512-3 72X1 2X9.6
BETA: KMW AM–X–CD-14-65–OOT–RET 48X1 1.8X5.9 BETA: QUINTEL QS66512-3 72X12X9.6
GAMMA: KMW AM–X–CD-14-65–OOT–RET 48%11.8X5.9 GAMMA: QUINTEL QS66512-3 72X12X9.6
NOTE:
PROPOSED 1-5/8"GALV. PROPOSED RRUS-12&AZ REFER TO THE FINAL RF DATA SHEET
VERTICAL PIODD UNISTRUT MODULE MOUNTED ON FOR FINAL ANTENNA SETTINGS.
(AS REQUIRED) PROPOSED UNISTRUT ON
SHELTER WALL(TYP.OF 1
PROPOSED RRUS-12&A2 �f j PER SECTOR,TOTAL OF 3) NOTE:
1 MODULE MOUNTED ON AN ANALYSIS FOR THE CAPACITY OF
PROPOSED UNISTRUT ON I� THE EXISTING STRUCTURES TO SUPPORT
SHELTER WALL(TYP.OF/ PROPOSED 1-5 8"GALV. THE PROPOSED EQUIPMENT SHALL BE
EY T:'G EO Po.EVT — VERTICAL PtOO6 UNISTRUT
S b=F; PER SECTOR,TOTAL OF 3) DETERMINED PRIOR TO CONSTRUCTION
�\ (PS REQUIRED)
PROPED
HOR ZONTALi PlOGO U8. NISTRUT �\
(AS REQUIRED) PROPOSED 3j8"THRU–BOLT
PROPOSED e"X4'X3f8" ( ')
36'0
BACKER PEASE .OF
�v (TO BRIDGE MIN.OF 3 I 'C
STUDS) XI LNG EO...i NT
]_ PROPOSED e"X4%3f8' \
BAOKER PLATE(1YP.} -1 L.ER:a> sl:aD<
(TO OR
MIN.0f 3 (Y
tPROPOSED AT&T ANTENNA SR1QS)
PROPOSED 3/8"THRU–BOLT
II. (QUINTEL–QS66512-3) (TYP,)
TOTAL OF 13�
DIMENSIONS:
PER SECTOR, q PROPOSED A2
MODULE
IL MOUNT PROPOSED EQUIPMENT PER L j 16 ENI 1": 4•
PROPOSED 36"O.D.x 10' MANUFACTURER'S SPECIFICATIONS
LONG CANISTERS IN
EXISTING FLAGPOLE N II
(DESIGNED AND FURNISHED SHELTER NOTE:
8Y OTHERS) AVORIFY SHELTER CTION AND
D OBSTRUCTIONS ONUSHELTER
WALL
1211 PROPOSED AT&T ANTENNAS ]
ACL$ PROPOSED RRU'S
MOUNTING DETAIL MOUN
a. 22x34 SCALE:3f4"=1'-0" �A-31 MSPECIFICATIONS.
OUNT PER MANUFACTURER'S
o � 71x17 SCALE:3j8"=1'-0" ./
A2 MODULE DETAIL
SCALE:N.T.S A-3
PROPOSED RRH
REFER TO THE FINAL
RFOS
AND CHART FOR QUANTItt,
PROPOSED AT&T RAA'S MODEL AND DIMENSIONS 421
(KAELUS TMA2117FOOV1-1)
BELOW PROPOSED ANTENNAS
(TYP.OF 2 PER SECTOR, j PROPOSED TMA MODEL# �.
f TOTAL OF 6) j KAELUS TMA2117FOOVI-1
RRU CHART L
11 I DIMENSIONS: 8 kfi
QUANittt MODEL L W D H8.46"xW17.81"x04.21"
– RRUS t 19.7"1 7 O 7.2" I'
i 3 RRUS 11 2:20.4" t85 7.5"
3 LTE–A2 16.4"1 15 2 3.4"
NOTE: NOTE:
MOUNT PER MANUFACTURER'S PROPOSED A2 MOUNT PER MANUFACTURER'S
SPECIFICATIONS REFER TO THE SPECIFICATIONS.
PROPOSED ANTENNA&TMA FINAL RADS AND
FOR
MOUNTING DETAIL 1 1 RRU DETAIL 3 CHART PROPOSED TMA DETAIL r5
22.34 SCALE:3 4"=t'-0" A-3 SCALE:N.TS q-3 QUANTITY,MODEL SC 17:T:S A-3
p g• t'_¢• q_g' ¢'_p' AND DIMENSIONS
11x17 SCALE 3J8' i'-0"
y
1-=
AT&T
SITE NUMBER:MA3469
U SITE NAME:STEPHEN ESTATE `., a lcXl oxr,u�s�ssNEo raa a«,srR�aNaN t cP DETAILS
723 OSGOOD STIR ET
ozrasrle issU€a tuft PflSflY r}' `\ of (LTE 2C)
27 NORTHWESTERN DR. NORTH ANDOVER,MA 01845 No aens:oNs .W 8 I1E NilMBQi —NI NUl— REY
SALEM,NH 03079 55O COCNITUATE ROAD
ESSEX COUNTY FRA10INGHAM,NIA C 1701 SC.4E� aFSiCNEa BY A �x„_ 3469.01 A-3 1
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L:
_RF PLUMBING DIAGRAM
SCALE:N.T.S RF-1
li
1 .4
SITE NUMBER:MA3469
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AT&T
audson r — }p#� ..
�' - SITE NAME:STEPHEN ESTATE ��, - `iXl , ozj,zf,�ssuEo Eire coxs �r, �rx PLUMBING DIAGRAM
723 OSGOOD STREET A ozfosf,s INEL.wfi RNEw Ea aT ar.'a (LTE 2E}
27 NORTHWESTERN DR. NORTH ANDOVER,MA 01845 xo. an¢ FEYSIays By cxx Pvpb _ nF rvuusEfi PRetNNG xuMBEre fiEv
% _ SALEM,NH 03070 ESSEX COUNTY 55^COCtiITUATE ROAD
FRAMINGHAM,n,A0I70J SCUE: SNOwN oEs... A ar: ER 34&4.01 RF-1 1
FROM ANTENN
STAINLESS
STEEL
i HARDWARE
GROUNDING CABLE TWO HOLE COPPER
COMPRESSION TERMINAL
WEATHERPROOFING
KIT(TYP.) GROUND BAR
JUMPER REQUIRED ONLY
WHEN 1-1f4"0 AND LARGER A
(TYP.) GROUND KIT IT(TYP.)
LOCK WASHER, FLAT WASHER,TYP.
TYP. 3f8"xi-i 4 HEX
CONNECTOR ANTENNA CABLE f»
TO CABLE TRAY TYP.} BOLT
WEATHERPROOFING { NUT,TYP.
KIT(TYP.) FROM ANTENNA
FRAME SUPPORT
COAX GROUND KIT GROUND BAR
GROUNDING CABLE EXPOSED BARE COPPER TO BE
COMMSCOPE KIT N0.GB-0414-IT KEPT TO ABSOLUTE MINIMUM,NO
CR EQUAL HIN THE
SECTION'&-A' COM COMPRESULATION SION TERMINAL LOWED Ii(TYP A1)
NOTE:
#2 AWG BCW 1."DOUBLING UP"OR"STACKING"OF CONNECTION IS NOT PERMITTED.
2 AWG BCW,BONDED 2.OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS.
NATE: 0 GROUND WIRE ALONG 3.CADWELD DOWNLEADS FROM UPPER EGB,LOWER FOR,AND MGS.
CABLE TRAY TO CIGSEfMIG8
1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS
DIRECT GROUND WIRE DOWN TO CIGBE.
GROUND WIRE TO GROUND TYPICAL GROUND BAR
BAR CONNECTION DETAIL CONNECTION DETAIL r,3
SCALE:N.T.S G-7 SCALE:N.T.S
ANTENNAPROPOSEDfEXISTING
SUPPORT PIPE ANTENNA
TMA,RRU&
SURGE ARRESTOR
IG U D O UTO T IN I 0 NQ 8 5
COAX GROUND N I E NI CA ION T ED T C T I E TFY 1
*/—KITS ORIGIN AND DESTINATION
UPPER CODE ] /U1Y $Ft"nnN"P"-a1pGE RnnUrcac
EXISTING#2G
HOSTING CA LE ENTRY PORTS(HATCH PLATES)(#2)
POWER FIBER GENERATOR FRAMEWORK(IF AVAILABLE)(#2)
(OWER CIGBE f TELCO GROUND BAR
f JUNCTION BOX COMMERAL POWER COMMON NEUTRAL GROUND BOND(#2)
(AS APPLICABLE) (AS APPLICABLE) (#)
GROUND CABLE TRAY �24V POWER SUPPLY RETURN BAR(#2)
&ICE BRIDGE, EXISTING(2)#2 AWG -48Y POWER SUPPLY RETURN BAR
JUMPER ALL SPLICES BCW TO EXISTING COAX GROUND RECTIFIER FRAMES.
jj GROUND RING (••� KITS
SECTION"A"-SURGE ARSQRRERS
INTERIOR GROUND RING(#2)
EXISTING#2G ( EXTERNAL EARTH GROUND FIELD(BURIED GROUND RING)(#2)
(ROOFTOP ON j - GPS ANTENNA METALLIC COLD WATER PIPE(IF AVAILABLE)(#2)
PIPE GROUNDING BUILDING STEEL(IF AVAILABLE)(#2)
UMTSG
GROUNDShKITSO --�"
GROUND ICE \ u ��// 1f2"GPS COAX
BRIDGE POSTS - --- `.}:-14j MIGBE GROUNDING KIT
METER AND /'—#2 GROUND TO EXISTING
DISCONNECT HALO OR MIGBE m
p po
M MEQUIPMENT CABINET p p p p a p O p p e
200 RING 1OR GROUND OR RACK,RBS 6601,
p p p °°°°
RING D UTILITY OR
SURGE SUPPRESSOR
GROUND
1�-#2 AWG SOLID
TINNED COPPER(TYP)
TO EXISTING r� _
SERVICE GROUND GROUND BAR-DETAIL.,( 4
GROUNDING RISER DIAGRAM r2 SALE:N.T.S --
SCALE:N.T.S G-i
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SITE NUMBER:MA3469 . - AT&T
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- SITE NAME,STEPHEN ESTATE u' LOCI -
� ,- GROUNDING DETAILS
o2j12fts RSUE➢NR C0.ustRUC1�0Y T t:H
27 NORTHWESTERN DR. 723 OSGOOD STREET A o2fO5fi6€ssuco eoR Renew E -' (LTE 2C)
1 SALEM,NH 03079 NORTH ANDOVER,MA 01845 550 COCHIiUAiE ROAD no oatE Rensevs cnrc typo - iTc Nuueex DIUWINc Nutaem REv
ESSEX COUNTY FRAMINGYAd.MAC1]Cl
ScuE: is so 6r A 3469.01 G-i 1